The URL can be used to link to this page

Home My WebLink AboutzR-4238setA PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. 00 co C) 0 Seattle Sounders w W z HORIZONTAL DATUM W NAD 83/91 �(� V HORIZONTAL BENCHMARKS: z zOWNER: UNICO PROPERTIES LLC _ DESCRIPTION: FIVE SPORTS FIELDS WITH AMENITIES Q LOCATION: PARCEL ID: 0886700120 NORTHING: 47°27'39.7"N 06 EASTING: 122°14'11.1"W C� W VERTICAL DATUM NAVD 88 - CITY OF RENTON DATUM Q VERTICAL BENCHMARKS: 0 0 SOURCE: LONGACRES - ALTA/NSPS SURVEY - Q NOVEMBER 2021 ID: CITY BENCHMARK PONT 1881 W DESCRIPTION: 3.5" BRASS DISK 2 LOCATION: TOP EAST END OF CONCRETE RAILING ON V NORTH SIDE OF SW 16TH STREET BRIDGE, JUST WEST OF INTERSECTION SW 16TH ST AND OAKESDALE AVE SW ELEVATION: 24.16' W 0 SOURCE: LONGARCRES - ALTA/NSPS SURVEY - z NOVEMBER 2021 ID: SITE BENCHMARK DESCRIPTION: 4"x4" MONUMENT IN CASE WITH 3" BRASS O DISKM 0.4' BELWO RIM. M LOCATION: ON THE MONUMENT LINE T NORTH OF THE CENTERLINE OF SW 27TH ST AT THE W INTERSECTION WITH NACHES AVENUE J ELEVATION: 25.06' Q c/) PROJECT INFORMATION B. BpO ti 7 �Q 33708 IE ��SIDNAL 0\/�� DISTURBED AREA = ZONING: TAX ACCOUNT NOS.: TOTAL SITE AREA: EX SITE PEAK FLOW (50 YEAR): PROPOSED SITE PEAK FLOW (50 YEAR): EXISTING IMPERVIOUS: WQ DESIGN STORM: WQ SYSTEM(S): 572,680 SQ.FT. (13.15 ACRES) COMMERCIAL 088670-0120 572,680 SQ.FT. (13.15 ACRES) 1.15 CFS 0.14 CFS 109,252 SQ.FT. (2.51 ACRES) 6-MONTH, 24-HOUR MODULAR WETLAND SYSTEM PROPOSED AREA CALCULATIONS PROPOSED PERVIOUS PROPOSED IMPERVIOUS PGIS NPGIS TOTAL IMPERVIOUS ALLOWABLE (%) OFF -SITE PGIS GRAND TOTAL IMPERVIOUS (AREA USED TO CALCULATE CITYWIDE CFC) TOTAL DISTURBED AREA TOTAL UN -DISTURBED AREA TOTAL AREA 173,229 SQ.FT. (3.98 ACRES) 388,938 SQ.FT. (8.93 ACRES) 0 SQ.FT. (0 ACRES) 399,452 SQ.FT. (9.17 ACRES) 399,452 SQ.FT. (9.17 ACRES) TBD N/A N/A 572,680 SQ.FT. (13.15 ACRES) 0 SQ.FT. (0 ACRES) 572,680 SQ.FT. (13.15 ACRES) FC Headquarters & Grade and Fill May 2023 VICINITY MAP NTS OWNER SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM ARCHITECT GENERATOR STUDIO LLC 1615 BALTIMORE AVE. KANSAS CITY, MO 64108 816.333.6627 GENERATORSTUDIO.COM CIVIL ENGINEER COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 CONTACT: WILL ANDRES P.E. LANDSCAPE ARCHITECT D.A. HOGAN & ASSOCIATES, INC. 119 1ST AVENUE SOUTH, SUITE 110 SEATTLE, WA 98104 206.285.0400 DAHOGAN.COM SURVEYOR WH PACIFIC, AN NV5 COMPANY 19201 120TH AVE NE, STE 201 BOTHELL, WA 98011 425-951-4800 UTILITY PROVIDERS SITE MAP SANITARY, CITY OF RENTON STORM, DEVELOPMENT SERVICES WATER 1055 SOUTH GRADY WAY RENTON, WA 98055 (425) 430-7200 POWER PUGET SOUND ENERGY 815 MERCER STREET o SEATTLE, WA 98109 c (206)224-2120 TELEPHONE - PROJE T A EAR EARTHWORK QUANTITIES LEGAL DESCRIPTION TO SUBBASE ELEVATIONS SEE ALTA/NSPS SURVEY, SHEET 1 FOR DOES NOT ACCOUNT FOR BELOW GRADE LEGAL DESCRIPTION OF SITE STORMWATER DETENTION VAULTS TOTAL CUT: 4,185 CY TOTAL FILL: 25,815 CY TOTAL FLOODPLAIN FILL: 21,622.22 CY COMPENSATORY STORAGE VOLUME: 21,630.37 CY INTERNAL NOTE: APPLICANT IS IN NPDES PROCESS OF OBTAINING NPDES PERMIT. NPDES PERMIT NUMBER: G E N Su WH PACIFIC SCALE. HORZI o `r o i ,> 9W COUGHLINPORTERLUNDEEN DESIGNED: As SHOWN E R A STRUCTURAL CIVIL SEISMIC ENGINEERING DRAWN: JAS ONE INCH CHECKED:DATUM T 0 R 801 SECOND AVENUE, SUITE 900 (206) 343-0460 CA IF NOT AT FULL SCALE ONE INCH SEATTLE, WA 98104 www.cplinc.com APPROVED: SCALE ACCORDINGLY STUDIO NO. REVISION BY DATE APPR TBB ^o 2AH ST Training Center AS A CONDITION OF APPROVAL: AN NPDES PERMIT SHALL BE OBTAINED WITH A COPY SENT TO THE CITY OF RENTON DEVELOPMENT ENGINEERING PROJECT MANAGER PRIOR TO SITE DISCHARGE. PRIOR TO OBTAINING AN NPDES PERMIT NO DISCHARGE FROM THE SITE IS ALLOWED. APPLICANT MAY NEED TO PROVIDE ADDITIONAL EROSION CONTROL MEASURES, AS COMPARED TO THE APPROVED TESL PLAN, TO ACCOMMODATE CONDITION. WATER UTILITY . A ABDOUL GAFOUR 05/12/2023 PRI CITY OF RENTON Planning/Building/Public Works Dept. CIVIL SHEET INDEX C0.00 CIVIL COVER SHEET C3.21 DRAINAGE DETAILS C0.01 GENERAL NOTES C3.22 DRAINAGE DETAILS C3.23 DRAINAGE DETAILS C1.00 OVERALL DEMOLITION PLAN C3.24 DRAINAGE DETAILS C1.01 DEMOLITION PLAN C3.25 DRAINAGE DETAILS C1.02 DEMOLITION PLAN C3.26 DRAINAGE DETAILS C3.27 DRAINAGE DETAILS C1.04 DEMOLITION PLAN C3.30 STORM PROFILES C1.05 DEMOLITION PLAN C3.31 STORM PROFILES C3.32 STORM PROFILES C1.07 DEMOLITION PLAN C3.33 STORM PROFILES C1.08 DEMOLITION PLAN C3.34 GRADING PROFILES C1.09 DEMOLITION PLAN C3.35 GRADING PROFILES C1.10 DEMOLITION PLAN C1.11 DEMOLITION PLAN C4.00 OVERALL UTILITY PLAN C1.12 DEMOLITION PLAN C4.01 UTILITY PLAN C4.02 UTILITY PLAN C2.00 OVERALL TESC PLAN C4.03 UTILITY PLAN C2.01 TESC PLAN C4.04 UTILITY PLAN C2.02 TESC PLAN C4.05 UTILITY PLAN G2.03 1 E5G PLAN C4.06 UTILITY PLAN C2.04 TESC PLAN C4.07 UTILITY PLAN C2.05 TESC PLAN C4.08 UTILITY PLAN C4.09 UTILITY PLAN C2.07 TESC PLAN C4.10 UTILITY PLAN C2.08 TESC PLAN C4.11 UTILITY PLAN C2.09 TESC PLAN _ ,.12 , i ILITY I _.- . C2.10 TESC PLAN C4.20 UTILITY DETAILS C2.11 TESC PLAN C4.21 UTILITY DETAILS C2.12 TESC PLAN C4.22 UTILITY DETAILS C2.20 TESC DETAILS C4.30 SEWER PROFILES C4.31 WATER PROFILES C3.00 OVERALL DRAINAGE PLAN C3.01 DRAINAGE PLAN C5.00 OVERALL PAVING PLAN C3.02 DRAINAGE PLAN C5.01 PAVING PLAN C5.02 PAVING PLAN C3.04 DRAINAGE PLAN C5.03 PAVING PLAN C3.05 DRAINAGE PLAN C5.04 PAVING PLAN C5.05 PAVING PLAN C3.07 DRAINAGE PLAN C5.06 PAVING PLAN C3.08 DRAINAGE PLAN C5.07 PAVING PLAN C3.09 DRAINAGE PLAN C5.08 PAVING PLAN C3.10 DRAINAGE PLAN C5.09 PAVING PLAN C3.11 DRAINAGE PLAN PAVING PLAN Lb.1 1 PAVING PLAN C3.20 DRAINAGE DETAILS C5.12 PAVING PLAN C5.20 PAVING DETAILS LO O N N u N N Q J IIr W z W U C� z_ z_ Q rr 06 rr W rr Q Q R-423801 = IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING r Wanders 05/10/2023 CURRENT PLANNING Ming 05/10/2023 ' U H SURFACE WATER UTILITY U) jfarah 05/10/2023 0� W 0 REGIONAL FIRE AUTHORITY ��NTor Z APPROVED o ,,(F! cthomas05/11/2023 O"��ARE�" O DATE: V ) SEATTLE SOUNDERS FC HEADQUARTERS 05/01/2023 W & TRAINING CENTER RELDBOOK: RENTON, WASHINGTON DRAWING NO: CIVIL COVER SHEET CO.00 Q SHEET: 1 OF:W 71 V) 00 co N O i 0 Lu I- LJ I- z Lu U z z a 06 W rr LJ I-_ rr a 0 a Lu U H r V / rr Lu 0 z r0 V Lu J I- I - a rLu V of wAS c 7 Z� �Q 33708 Is TIVE, 0 I JA � 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. A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONSTRUCTION SEQUENCE 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. 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. EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT, 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22, ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 268.00 off• PUBLIC WORKS EROSION AND SEDIMENT CONTROL PPR '1` DEPARTMENT STANDARD PLAN NOTES GAZ 9/28/2018 Pummwok=Aammi,t,, , DATE SURFACE WATER STANDARD PLAN NOTES: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON, THE APPLICANT AND THE APPLICANTS CONSTRUCITON REPRESENTATIVE. 2. VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES. CONTACT ALL UTILITY COMPANIES THAT MAY BE AFFECTED BY THE PROPOSED CONSTRUCTION. CALL 1-800-424-5555. 3. MAINTAIN ALL EXISTING UTILITY SERVICES DURING CONSTRUCTION. 4. VERIFY GRADES PRIOR TO CONSTRUCTION. FLAG CLEARING LIMITS. 5. INSTALL FILTER FENCING AND OTHER SEDIMENT CONTROL DEVICES PER DEMOLITION AND T.E.S.0 PLAN, SHEET C-220. 6. CLEAR AND GRUB AREA TO BE DISTURBED BY CONSTRUCTION. 7. BACKFILL ROAD GRADE AND SURROUNDING AREAS. 8. INSTALL ROADWAY UTILITIES AND ALL SURFACE IMPROVEMENTS. 9. VEGETATE AND STABILIZE SITE. 10. CLEAN SITE AND WORK AREA INCLUDING ALL STORM DRAINAGE SYSTEMS. 11. REMOVE TESC MEASURES WHEN SITE IS STABILIZED AS AUTHORIZED BY CITY ENGINEER. THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT 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. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) AIIPSTD. PLAN - 267.00 PRI• UBLIC WORKS SURFACE WATER STANDARD PLAN Ea9WPdby: DEPARTMENT NOTES (1 OF 2) lartin Pastucha8/13/2020 Martin Pastucha B&1,8d,FDNB44®D... DATE G E N SDI wSCALE H PACIFIC rIICA NAD 1983/1991 COUGH LINPORTERLUNDEEN DESIGNED: L As SHOWN HORIZONTAL- E R A STRUCTURAL CIVIL SEISMIC ENGINEERING DRAWN: JAS ONE INCH DATUM T 0 R 801 SECOND AVENUE, SUITE 900 (206) 343-0460 CHECKED: AT FULL SCALE SEATTLE, WA 98104 www.cplinc.com WCA IF NOT ONE INCH STUDIO NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY GENERAL NOTES 1. ALL UTILITIES AND STRUCTURES PLACED BELOW BASE FLOOD ELEVATION (BFE) SHALL MEET REQUIREMENTS IN TITLE 44 CFR 60.3 SPECIFICALLY 60.3(A) 5 AND 6 STORAGE 60.33.(C)3. SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: • 4-81NCHROCK 140-70% 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. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) AllvSTD. PLAN - 267.10 PRI•UBLIC WORKS SURFACE WATER STANDARD PLANE §Redby: DEPARTMENT NOTES (2 OF 2) artin PastuchA11312020 VANIVMarlin Pastucha �®$AB:kF®9864A�D... DATE R-423802 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ootk Wanders 05/10/2023 CITY OF SEATTLE SOUNDERS FC HEADQUARTERS PRI RENTON & TRAINING CENTER V42197RENTON1 WASHINGTON Planning/Building/Public Works Dept. GENERAL NOTES 04/24/20 PAGE: C0.01 OF: 2 71 LO O O N N u H H N N a J T O M O O O i N N Ir Lu I- z Lu (U� V z z a I,,,-xx rW V ) rr Lu I - a 0 0 a Lu 2 U LL. Lu 0 z 0 U) Lu I - a Lu U) A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. W I O 0 Lu rr Lu z Lu U 0 z z Q rr 06 C/) rr Lu Q 0 Q Lu 2 U LL C/) rr Lu 0 z 0 C/) J Lu Q Lu C) °BWBS0�',� �Q 33708 0�11A ' JLL ' .. 3wr. 3uu. `yu■-auur-�� uw. 3uw- 3uw- 31u.- a`uur. �`�w■- 3uur- �lurc s.u.= 6 //o I ` � ,a �.� �- .. ,a Ja ��- � �yl■, -`� ae,,, ate,,. 3.u. 9uu, .`uulyua- � 1 _I ,�— — / � ,,,,� ,,,,� ,,,.. 3uu.. �. dur■ 3uw 3uu1 auu. .r .w■. `- 3uu1 a.ul auu. Y �. i .,. � � FT PO 1 i ins O 00 ND) I POND B L I lr I � (art I 1� — SDX 1 l 5�3°5 JJ cn / } 1.4.56' o/ r 1 I ` / \ ! i �.LVm 3"w- —1 , 48°4 WI- L98 � \ 'COT LINE ADJUS\T IENT I SOR SOUNDERS \ 1 HEADQUARTERS 1( J II c' III , J� •2s' �� / �r G E N COUGHLINPORTERLUNDEEN E R A STRUCTURAL CIVIL SEISMIC ENGINEERING T 0 R 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com = STUDIO REVISION r� F4) M E r .y 11 1. A • ♦�'- r. 11 Eii I• -�! L 1 1 ■■�L°:•: ��Y..I'Y�.117��r,Ti�'_�1 i�:!..�r��lRl17�-►. IL is II'I 11911 b F " ; n;l!I. III.1 IIII■ • Jy v al -� v :�• v r�; IIII c; I`� , I` I;'' , -:;I: II IL • '' ��II.I�I.:�. •-ter-. q:;��r>,y.y .,uli..� _ r ii _ Fliip i r ►� r � r �I r � 11 1 . 11 II 1 r, 71M IF 1. • , 11 1 11 11 11 IP ,R -- � Ilil Ils. III IIII IIII IIIII r 1;; . r �' IIII F/, +' orIli 5 ,�■ r " �i J , °51ij�1 ' III' � r� .r • Lr � ili �•" �'i I�I�A �eiiil�� psi �.!��. •� "a. .��C�i�LDIi�O��Jilf►'�S'1�`�� IIII 1. ��.�.:.s -°,, : IIII Ilii IIIII I Bill' ' IIII ' 1 dl •�(� . ��—•1••-ill. �■`..—rti��r.� ` ,I 41 WE ". I + Ran. i r I. 'i2mm �.e l Ir�.� ii i �iiii�r i ? n �ii I II ■ III►� � Iln � • lose Nil ..I �'�II ��uil• �•�Idll� •uu l• •�uld�"' n 11��-�c��l��l--l1111;IIIC=�I��J.=_!■C_• �1■�� ., �I:S1. +• iill _ ¢ �a1� I�� as a #11 IIYU•� �� , �a+� � a a a +�a ° I�II,r .►. 11 �' •wl �► a� a alb � '� � , a,�o O o ��a �a ,� � � ■ rAll � a �{�+ � o�,�! �� `- �► off► II � � a �� a� �, � ; __ a , � ,� NII •1 �� Isle �� ` fi�� a ,{[3!, �',� �* .. I'.111fa •'� � I'lll � � ti II �ti � , l II --- SURVEYED: WH PACIFIC VERTICAL • 1988G1T'� Off, OF IVIL RENTON I ONE INCH �FN76t� DATUM CHECKED: WCA IF NOT . . .. . --. ■ ACCORDINGLYTBB SCALE • Legend N 79°33'06" E - 46.81' PROPERTY LINE SAWCUT LINE • FENCING GAS GAS GAS MAIN/SERVICE ❑o GM m cv XGM XGV GAS METER/VALVE ss ss SANITARY SEWER �SSMH oSSCO XSSMH X SSCO SANITARY MH/CO rSD SD SD STORM DRAINAGE PIPE r , � � (1 XX X1 (X YD/CO/CB/CB 2/MH LJ �v w W WATER MAIN REMOVAL EH gb P10 WIm 'VU'XWVN FH/FDC/PIVNALVE SCE E ELECTRICAL CONDUIT 2" rELE T T TELEPHONE SERVICE TREE PROTECTION FENCING PER COR STD DTL 507 EXISTING CLASS IV STREAM STREAM BUFFER ROCKERY REMOVAL R-423803 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING r NJanders 05/10/2023 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON OVERALL DEMO PLAN 04/24/20 PAGE: C1.00 SHEET: Z OF* 7 LO C) N N 61 H H N N a J T O C'7 O O O I N Lu I— z Lu CU z_ z a I— 06 Cf) Lu Q 0 a Lu CU LL C) IIr Lu 0 z �0 vJ Lu I— Q rLu () A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. 00 co W L1J z LJJ U z z Q 06 C/) Er W rr Q Z) 0 Q LJJ U LL W LJJ z 0 C/) J Q LJJ Cn / sIL LIL LIL sIL LIL LIL LIL LIL sIL LIL LIL LIL I WETM"G AREA A (A1=T3\\II � LZ //- � \lU/.Z- � \lU/Z- _II_ /.LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL L L I LIL LIL LIL LIL LIL LIL LIL LIL LIL /� /� S87°1507EE 511.31' lll/� lll/� WATER i11m� ll1/� � �l_L/� ill _ - - _III_ LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL � L I _ — \lll I _ /,� � lll/.Z- � lll/,� � ll_1/,� — — — LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL � L \ LI LIL LIL LIL LIL i11/,Z- � lll/,� � lll/,�- � ,�/<- / m/.Z- _\V_ _III_ _III_ LIL LIL LIL LIL LIL LIL LIL LIL �� IL LIL LIL LIL LIL LIL LIL LIL LIL \ \ iL1/,L D 20" DECID _�li_ _�I�_ _�I�_ _�V_ _�►�_ _�V_ _�V_ _�I�_ _�V_ _�li_ _�I�_ IB ATER _III_ LIL LIL LIL LIL LIL LIL LIL LLIL LIL LIL LIL LIL L L ECID LIL LIL LIL LIL LIL LIL LIL LIL LIL / I i11/,� � lll/,� � lll/,c- � i_11/,� /,� /,� � lll/,� � lll/,L/� -- L _III_ _III_ _III_ _�I/_ _III_ _III_ _III_ _III_ _III LIL _III_ _III_ LIL -\V_ LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL / LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL - \i11/,� � lll/,� � lll/,�- � ,�/,� lll/� lll/L i11/� lll/� lll/c ill/� �✓ - - _�II_ _III_ 1!#�L47.83' R=160.00'—III_ AIL J I WETLAND A LIL LIL LIL LIL L►L LIL LIL LIL LIL a=�'�'13" / LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL � / \ �1L/.�- � lll/� � lll/� � �l_ L/.� � i_LL/� � il_l/,� � ll_l/,�/,�- � ill/,� � lll� / / I N lll/,� � lll/,� -- -- - / O _III_ _III_ _III_ _III_ _III_ _III_ _III_ _III_ _III_ LIL -\II_ LIL -\V_ LIL LIL LIL LIL LIL LIL LIL LIL LIL / // ' ALLI G LIL LIL LIL LIL LIL LIL LIL LIL L ' / / W lll/L i11/� lll/� lll/,c ZL LLI \IIL LIL LIL LIL LIL AIL LI / LLI /Z / 15" DE' \\ � � —_ /� � lll/� � ill/.� � lll/� � ill/,� � lll/,� � lll/,�- � ill/,� � ill/,� � �1L/.� I � \ \ \ lll lll/L ill/� lll/� lll/,c- ill/z- _ - --- - "E 51�� / +OO x - -0I� tia0 _�I�_ / / !t S�LLI _III_ LIL LIL LIL LIL LIL LIL j LIL LIL // // �� v III_ _III_ _III_ _III_ _III_ IL LIL LIL I =:) IL LIL LIL LIL LIL ' Z LIL LIL LIL LIL LIL L / / lll/� lll/�-4"E 29.22' i � , — � / 0 O _III_ _III_ _III_ _III_ _III_ _�li_ LIL _III LIL _�I/_ LIL AIL IL LIL LIL LIL LIL LIL LIL LIL �� J� / j � LIL LIL LIL LIL LIL \ \ " CON 2JI DECID \ \ illI / � ill/� / ' LO O O N 0 10 20 40 N U 1 "=20' Legend r�- LO (o N 79°33'06" E- 46.81' PROPERTY LINE O SAWCUT LINE 00 REMOVE CURBING CV N REMOVE ASPHALT PAVE Q REMOVE CONCRETE PAVE J DEMOLISH BUILDING REMOVE TREE(S) Existing FENCING M GAS —GAS —GAS MAIN/SERVICE O AGM �GV GM XGV X y� y� GAS METER/VALVE O Q ss SS SANITARY SEWER N N �SSMH oSSCO XSSMH X SSCO SANITARY MH/CO 8'SD SD SD STORM DRAINAGE PIPE L J � , l xx x% YD/CO/CB/CB 21MH w w WATER MAIN REMOVAL FH FDC, Pl o W x F)FDX P/X FH/FDC/PIV/VALVE SCL E ELECTRICAL CONDUIT 2" TECE T T TELEPHONE SERVICE TREE PROTECTION FENCING PER COR STD DTL 507 TEMPORARY CONSTRUCTION FENCING EXISTING CLASS IV STREAM STREAM BUFFER C =0=C[)(X3C ROCKERY REMOVAL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL / L LIL / ASP S H LIL LIL LIL LIL LIL \ \ � � PAVING 7 � ill/ � ill/� � \ \ \ _ � lll/,� � lll/,�-�l_L/.�- lll/Z ll1L� lll/L ill/Z- --- - _ - _�li_ LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL L'//o� / / ' 11 /� ill/� lll/� lll/� lll/� lll/� �1L/� ��o/ lll D�h / / - - - - � / / �� 100 FT POND A WETLAND BUFFER LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL \ / \ \ / / 1 � OX /� lll�� ill�L ��/ 8ncic - - _ /yy,\ / // X ECID- LIL LIL AIL LIL LIL LIL LIL LIL LIL LIL LIL o � 14 DECID \ \ \ lll/� lll/,z- ll1/� ll1/Z -- lll/< i11/� lll/� lll/� lll/,Z- ill/� --- -- WATER A2 , / / / 29» D�� LIL LIL LIL LIL LIL LIL LIL LIL LIL / I \ \ \ � lll/,�- � lll/� � lll/ o / 13„ lll/,�- � ill/,� � lll/,� --- - - - / / / TEST PIT 0\I1_ / x R-423804 / LIL %� / LIL LIL LIL LIL LIL LIL LIL LIL AIL AIL AIL x IN COMPLIANCE WITH CITY OF RENTON STANDARDS lll/<- \ � I I /L � ill/,L / / X '" DECID ill/� lll/� / / / DEVELOPMENT ENGINEERING WETLAND FLAG AREA A (A 1-A31) � _�I�_ / SAWCUT EX /� � Wanders 05/10/2023 ASPHALT — - — - PAVING CONTINUED - SEE SHEET C1.04 B. BR0 wAsh,�� ti �Q 33708 ��SIONAL E�� Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) 0 E N SURVEYED: U'I wH PACIFIC SCALE, HORIZONTAL- N D 198 /1991 CITY OF COUGHLINPORTERLUNDEEN DESIGNED: L As SHOWN PRI E R A STRUCTURAL CIVIL SEISMIC ENGINEERING RENTON DRAWN: JAS ONE INCH DATUM T 0 R CHECKED: AT FULL -S SEATTLE,, WA 98104E, SUITE 900 wwOw.cplinc.com WCA IF NOT ONE NCH Planning/Building/Public Works Dept. STUDIO NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON DEMO PLAN IIr LU z LU U z z a 06 C/) IIr LU Q 0 Q W 2 U LL 0 LU 0 z 0 DATE: 04/24/2023 Uj FIELDBOOK: PAGE: DRAWING NO: C1.01 Q SHEET: 4 OF, 71 w VJ A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. p /q/Vc/=/0.�U o Ui _ � a 12"" CON 111/� � // / � I 22» ECID p 14" DECID O 14�QE� � 7� 0 14" CON m � f � � � � `\ N-- // yak /// -\ ) �'/ 100FTPOND"A" 7/ � P x / ' WETLAND o `'4" DECID / BUFFER Q slL I ASPH } /\�,k\ _ ° 8" lD / 0-12,"DfCID (� O 14" DEC/I — \ \ DEI�CN1S0C815.60' / 77 \ GRA ( UTILITY EASEMENT / �+ / / / — \ / — — 26 — W \ S,O6» PERF. PVC \ If� I ) 1\ AFN.• 99032J1472 / � \� \ 8" DECID 1 74) �� / / uI sSRH X wx w // 1 \ RIM=20.18' p+ FLAG POLES (x3}— � I 1E(E)=3.38' 10-DI �/ 5 / SDMH / �+ I IE S -3.62 S Dl - — — — — _ ( RIM=19.72' l / I O SSx SSx. SSx,\ SS: LL /� — J 0 12» C/D < 0 / j 31 " YD / IE(E)45.90' 12 PVC / ,< — I O / / / ° 9" DECID \ lE S 15.70' 12 PVC / RI \ I W J II 13" DECID Ci /77 / / P / \ — — — — \ \ S/� SDx GRASS SDx I o ECID m SDx SDx —5Bx — SDx . ` 9 — — z L o » CON 21ECIO x 11S i/ 29" DECID ASPH W ( — I / , »\ I /��\ / /) / x NO PARKING NO PARKING NO PARKING co \ U NZ�— — S 43. 6' r�+ � \ 4 ° � 8" DECID I / m p �} / m P I +SDMH SDCB ( l \ _ I � y/ RIM=15.76' � i J I I\ RIM=19.72' I 0 ClD RIM=16, 9� ' / _ / _ / 1�5" lCIL� x 6" PERF. PVC \ / I �23» 'ECID/ i I I / 1� _ — — J �E(W)=15.92' 12'PVC Z I �I )/ 4 0 12" DECND /— I r 5p� / lE(W)=15.52' 4iPVC / /.r ��c / — —— z �� i / ( O 15"DECK / / AIRLINE 7" C JI o 12" DECID I p+j' / / / �n SDCB CUSTOMER 12" DID �' / / / } I x RIM=19.57' � / ��/� ,� / ° 10 "DECID ( 4"-DECID—" / 1/1V1� +� / / o C / SAWCUTEX /a 10"DECID / / /'` Pl- �/,� ��\ \ J/ �i— / / W / er/ s ASPHALT PAVING / O 14" DECID ' / ' SDMH x / — o ( I PLANTER \ \ ° °o CON / / I RIM=20.49' �' I / / \ l ��` / 0 10" DE lD k� � Q I �oI SDCB ' /'�+ I — J / lE(N)=15.16' 12 PVC / I i1 CO \ / RIM=15 88' \ ' / / lE(S)=1510' 12'PVC / LO O N 0 10 20 40 N U 111=20' Legend r� (� N 79'33'06" E - 46.81' PROPERTY LINE O - - SAWCUT LINE OO REMOVE CURBING CV N REMOVE ASPHALT PAVE Q REMOVE CONCRETE PAVE J �\\\\\\\ DEMOLISH BUILDING REMOVE TREE(S) Existing FENCING MO GAS--GAS-GAS MAIN/SERVICE AGM �GV GM (GV i� GAS METER/VALVE O Q Ss SS SANITARY SEWER N N �SSMH OSSCO )/SSMH X SSCO �A� SANITARY MH/CO � 8"SD STORM DRAINAGE PIPE p ° 10 CON > ` \ / / ° CONC WHESTOPS r , 1' D r 1 SD I 6" PERF. PVC � 7 � I u 0 77 10" CON ' I / / / W1 I I " ° L J � J X^ X X (X YD/CO/CB/CB 2/MH 0 / A / \ \ / �\ O 14" DECID ° ' o Q I \� / I / I I ° o o I W W WATER MAIN REMOVAL W �i s" DECID 1� I o 6„ ' } �/ 4" ,N �{ ` C o ? / 000 I I J N FH��FDC� PI % F�FDC�{'XWVM FH/FDC/PIVNALVE _ �J JCO x 4 ! SAWCUT EX — — GRAB. Y �°F i� �,� N RIMb16.c_ ` ASPHALT' 1\w\� \ // - - - - i - - -- / \ J \ O SCL E ELECTRICAL CONDUIT + \ P /E(SE)=13. llWl� '; 12" DECID I — f - W lu �,� 2 6" PERF PVC s H I LIMIT o r " TELE T T TELEPHONE SERVICE V 5 \ RIM-2 5'� I U TREE PROTECTION FENCING W DECID lE(E)=1695 12'Dl '> / \ / o o a ° ° W PER COR STD DTL 507 W W I 5 n /D AB DO C AND CAP AND lE(S)=16.0�' 12"GONG I �/ W TEMPORARY 0 N �i ST LINE DON EX X } // I - SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx CONSTRUCTION FENCING z W I STO M LINE ' ^ I EXISTING CLASS IV STREAM M' AWING 0S W 0 LU 10" DECID o cn ` x HANDICAP I W STREAM BUFFER x 0 0 CO 0 PARKING N REMOVE EX / ` I ' C1=Cf=ROCKERY REMOVAL W x �z CONC BENCH / _ J LLJ= I P`�Q� \ a'� " I i BUILDING BUILD11LLLJ i o ` SDMH \ \ x 16" DECID X DECID RIM=19.72' Z I / / �Co x \ \ I IE(W)=15.22' 12'DI Q Z p ' ✓ \ ` IE(E)=15.22' 12'Dl Z L J 0 / ^ x \ \ 17" DECID \ 6" CON — x I I O i NOTE: RIOR40 REMOVAL �( THE FI HY RANT, ADEQUA x I \ \ "DECID FIRE P TEC ION MUST BE I Lz D�`ClD i \ PLACE.VERIFY WITH RENTON \� j `\ l REGION L FI E AUTHORITY l W AND CI OF ENTON x ",DECID CONST UCT N INSPECTOR CUT AND CAP SHALL BE _ I Lp I PERFORMED BY CITY OF \ I RENTON MAINTENANCE u' T» DEC' REMOV EXIr TING 2" AIR -VAC SHOPS. ALL OTHER 1901 OAKESDALE AVE SW \ x ASSEM LYAIJD PIPING FROM I DEMO TO BE DONE BY \ \ fv� 1 ITS CON EC ION AT MAIN LIN x\\ x 2�1 (ECID \\ N I CONTRACTOR. EX FIREYD o NT TO BE BUILDING \ REMOVE AND SALVAGED TO 25-2D \ SDCB CITY SH PS. INSTALL 6" MJ I 59,752 SOFT \ RIM=16.13' PLUG IN XIS ING VALVE. REMOVE EX \ \ /E(NW)=13.57' 12'PVC STORM BASIN \\ No \ lE(S=13.55' 2"PVC n i" DECID \ I I o f 1 1 \ \ \ cn 6.7' \ 1 DECID x _ SAWOCUT I 27" DECID x �( 1\ 1\ I I (A ASPHALT x x \ \\ con \ o\ � I 15" DECID 1 DECID \\ \ J R-423805 x C/) C \\ \ IN COMPLIANCE WITH CITY OF RENTON STANDARDS x \ o \\ REROUTE EX WATER \ \ MAIN. SEE SHEET C1.05 N BUI \ � I BUILDING 25 I DEVELOPMENT ENGINEERING 15" DECID \ FOR NEW ROUTE. 25-20 _ \ \ 0 59,752 SOFT 59,75' Wanders 05/10/2023 �. N.. CONTINUED - SEE SHEET C1.05 B. BRO WA �7 �Q 33708 ��SIDNAL o�� Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) G E N ERA T 0 R STUDIO COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com suRVEYED: WH PACIFIC SCALE: AS SHOWN VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF 1"R RENTON Planning/Building/Public Works Dept. DESIGNED: DRAWN: JAS ONE INCH CHECKED: WCA AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE AP P R APPROVED: SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON DEMO PLAN IIr W z W U z z Q W for W Q 0 0 Q W 2 U LL 0 W 0 z 0 DATE: 04/24/2023 W FIELDBOOK: PAGE: DRAWING NO: C 1.02 Q SHEET: 5 OF:W 71 � V) 00 0 w rr w z w U 0 z Z Q rr 06 rr w Q 0 0 Q w U H rr W 0 z �0 vJ LU Q w U) A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C1.01 � 7 � � � � �, AIL � ��l�t � ��i� � �� 7IL 77- sIL , — �o � � lll/,� � lll/,� � lll/,c- / / / � A7 13" DECID lll/� lll/� 111/� 11_L/� LLL/� -24 SD (DI) L� / \ _III_ _III_ _III JV h � / (9971 DECID � DECID AIL AIL �I X AIL AIL AIL AIL AIL AIL AIL �IL �/ '�� / , 1 AIL AIL cc ❑ o U) cn o7 cn / � lll � _ � / ��ill/,� 0 10" A7-15---`�11--x x x x�-----_----_-- —_��_ —AIL AIL` -- �"-� ' 7 _ mmp mDECID\777/_ X DECI 27" DECIP' -- — — 1fi------ ❑ ❑ ------ — ---�1— --- -- O 21"DID p INN - - — 11 DECID MOVE IRRIGATION — 1 f4 DECID— —fit �ECl9-- �7--------------- �— 2=0E6f9--- ---- --- — / --- — --- —__--- O 14"DECID--- _O tG° lB-- — V,�fAT€F�VCViSW/ALL--—___---- SD� O 16uD / 14 J Di BmrPURTEVANCts ° 11 " DECID 10" DECID o \ 10=DE6fD — O 15 u DECID — — \ \ _ ODSO / \/ ASPH x x x x tJIL� G� U) U) U) U) -219 N O 15" DECID u❑i u❑i cn� — �TANDRA/t— — _ _ o \ — ASPH / / / < i � -----19----- H,4N0 � /--� O 12"DECID `�� 1 "DECID �— — / / "DECID--18------�Af�=— � — --- r12°5975Z43' I l S /—� — — — — 51fJRIRUW,4TE-R — �Q_ / 1 DE ,, 'r� QpN C i �_— -------17------- 4'Hlkl—� g) 1 YAULT --- _ ON I i� UTILITY EASEMENT — — 10" DECID — AFN: 9903231472 i N— —� 12 DEL',f-————— WIREFENCE \ I I��/ — --- \o` ACID _ —\—\ ° 11" ClD ' / ( ' / 747 o 13" O 'DECID U) \ \\ O 1 100FTPOND "A" WETLAND \ I 21 " DECID IgGP� �Pi I I 10" E�1L ---------- -- -- -- -- -�---r --- -- - , J i WATER ---- I I I I /- TEST PIT Bl 1 / y TPIT B2\ I � �` I � � ♦ D ClD POND B r / x 4 LIMIT / ,z / / I , REMO\ PAD, L AND Al APPUF i ELECTRIC4L' PANEL 8" DECID REMOVE ELECTRICAL lND SOCK ON POLE PANEL WITH ALL 1 w/ CONC BASE CONNECTED _ APPURTENANCES J T9" DECID r / r I I _j s/ 7' < �\ "DECID `\ 1 lD 1�" DECID \ \ DE6X c \ \ DECID/ \ / — s '3" C 1�' DECID \ DECID ' l i EC/D i /! I� CONTINUED - SEE SHEET C1.07 BR WAS�� Q 33708 GISTt 0� �� G E N E R A T 0 R - STUDIO N O 15" DECID u❑i u❑i cn� — �TANDRA/t— — _ _ o \ — ASPH / / / < i � -----19----- H,4N0 � /--� O 12"DECID `�� 1 "DECID �— — / / "DECID--18------�Af�=— � — --- r12°5975Z43' I l S /—� — — — — 51fJRIRUW,4TE-R — �Q_ / 1 DE ,, 'r� QpN C i �_— -------17------- 4'Hlkl—� g) 1 YAULT --- _ ON I i� UTILITY EASEMENT — — 10" DECID — AFN: 9903231472 i N— —� 12 DEL',f-————— WIREFENCE \ I I��/ — --- \o` ACID _ —\—\ ° 11" ClD ' / ( ' / 747 o 13" O 'DECID U) \ \\ O 1 100FTPOND "A" WETLAND \ I 21 " DECID IgGP� �Pi I I 10" E�1L ---------- -- -- -- -- -�---r --- -- - , J i WATER ---- I I I I /- TEST PIT Bl 1 / y TPIT B2\ I � �` I � � ♦ D ClD POND B r / x 4 LIMIT / ,z / / I , REMO\ PAD, L AND Al APPUF i ELECTRIC4L' PANEL 8" DECID REMOVE ELECTRICAL lND SOCK ON POLE PANEL WITH ALL 1 w/ CONC BASE CONNECTED _ APPURTENANCES J T9" DECID r / r I I _j s/ 7' < �\ "DECID `\ 1 lD 1�" DECID \ \ DE6X c \ \ DECID/ \ / — s '3" C 1�' DECID \ DECID ' l i EC/D i /! I� CONTINUED - SEE SHEET C1.07 BR WAS�� Q 33708 GISTt 0� �� G E N E R A T 0 R - STUDIO COUGH LINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com N0. 9" D ClD A) LV ULUJU / / �, t0 M.IL BUFFER / I 14" DM REMOVE IRRIGATION / \ WATER VALVES W/ ALL CONNECTED APPURTENANCES PER AS -BUILT COULD NOTE OCATE \I Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: SCALE: WH PACIFIC VERTICAL: NAVD 1988 « AS SHOWN HORIZONTAL: NAD 1983/1991 CITY OF DRAWN: DESIGNED: r ML RENTON JAS ONE INCH DATU M CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. WCA IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY TBB O 14,A 60, C) 0 10 20 40 CV U 111=20' Legend rl�_ (M N 79°33'06" E - 46.81' PROPERTY LINE — — SAWCUT LINE OO REMOVE CURBING CV N REMOVE ASPHALT PAVE a D REMOVE CONCRETE PAVE J DEMOLISH BUILDING REMOVE TREE(S) Existing Deng FENCING GAS GAS GAS MAIN/SERVICE AGM mGV XCM X6V GAS METER/VALVE O Ss SS SANITARY SEWER CV N �SSMH OSSCO XSSMH X SSCO SANITARY MH/CO 8"SD SD SD STORM DRAINAGE PIPE L,� J r � Xn X X (X YD/CO/CB/CB 2/MH W W WATER MAIN REMOVAL FHA gCo P10 % Y F FD P y'm FH/FDC/PIV/VALVE SCL E ELECTRICAL CONDUIT 2" TELE T T TELEPHONE SERVICE TREE PROTECTION FENCING PER COR STD DTL 507 TEMPORARY CONSTRUCTION FENCING EXISTING CLASS IV STREAM STREAM BUFFER C =C1= C1)(Q ROCKERY REMOVAL R-423806 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING NJanders 05/10/2023 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON DEMO PLAN LU z W U z z Q W W W a 0 0 Q w U U_ 0E W 0 z DATE: 0 04/24/2023 W FIELDBOOK: J PAGE: DRAWING NO: C1.04 Q SHEEP: OF. W 00 i 0 w w z LU U 0 z z_ Q 06 w Ir Q 0 0 Q w 2 � C)LL O C/) U W W 0 � Z W � W O C,) LU J W Z W Z 0 A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C1.02 MOPno o SDCB 1 I / R/M=2 9' / /'I I IE(W)=20.49' 4 PVC 1901 OAKESDALE AVE SW r---`J lE(S)=12.23 12 VC � / l I / 1E(S)=20.39' 6'PVC REMOVE EXISTING WATER MAI . THIS / / . / / / CUT AND CAP AND EX WATER MAIN WITH IE(E)=20.49' 4 PVC SDCb _ _ ---- GRAVEL SECTION OF WAtR MAIN MI ' -T BE // / I TE V&K. CUT AND CAP SHALL BE BUILDING RIM=20.99' _ SD_ _ JRELOCATED TO�ROVIDE THE LOOPED / / / PERFORMED BY CITY FORCES. A Os)=20.19' 6'PVC .SD ( WATER SYSTL�M AROUNdTHE EXISTING _ / /WATER PER 1 �D 1Q== - BUILDING NEEDED FOFYFIRE / G �� REMOVE EX CAN Y A D C SDCB PROTECTION PRIOR'f0 ITS -REMOVAL �; PREPARED BYF AND ISSUE -� - l 1 R1M=146� _ J - ( / i J / X8�'VATED0' TING ND SD lE(NW)=13.05' 12'PVC / �/ lE =14.7 d�, (A P 0 I MATCONCURRENTLY �G O COVERED \ I REMOVE EX / / s)=14.6¢ sox sox \ J \ IE(W)=13.05' 12'PVC i ELECTRICAL ) / lE(E)=?�� N)' E CW CW / / // ST RRAL L NS D4 0 CABINET I j / / cn 0 SDx xJN=9-4NEWx=mm-PIfflTDx SDx SDx SDx SDx SDx SDx SDx SDx SDx 77 / / / COVERED SDCB COVERED ` - - - - EMOVEIRRI(34TIGK / ECABINAL / ) CW RIY=20.73' CW BOLLARDS ^ --TER VALVE W1 �LL T / X I I I COULD NOT OFTEN z 0 / / I 'bQNNECj1ED J SDMH I - - - CW I / i R1M=20.58 SAWCU EX _ _ _ � \ I �CPPI�RTENANC/Ej ( 1E(SW)- 1.30' 24 CONC I. ` ASPHALT RIM 0. 8' I _ _ _ / 0 REM VE EX� `� 1 I - �9 - 7E(W1 . - - \ SDMH -LIGHT OZE- ` = IE(S)=1 14' 619V I I I I RIM=20.21' IE(E)=1 .21 ' 4'PV 1E(W)=10.39' 24'CONC N89°58'50 cn 4 .00' S89°58 50 250� j _ I I - o _ _ _ _ _ _ _ lE E=10.39' 24 CONC CUT, C ND AB NDON STORM. f - SD or l I O I J I I I II I II I I, I I I I I I I I B. -B W�� AS� �Q 33708 ��SIDNAL o� 7 - J4�, REMOVE EX SIGN J, IW V, SDx D> SDx SDx S SDx SDCB SDx 0 x R1M=20.16' - - - I - - --- -- --- I--1ETS=-7.06'12PVW - LIGHT POLE X Cn WATER MAIN WITH TEMP FA 1=5 MA IVA WATER IPERMIT IS D �Y STAFF AND Cn QVA MA WITH CIVIL ISSUANCE. IVA MA MA DIM REMOVE X Om EX SIGNS X ��A�� -HANDICAPPARKING m X, LIGHT Par ►��v��♦ SJMH FQ' 58 ME IF ►�IRA h1Z �v, A, MA IOWANcl'A�MEME . I �00*��0�� REMOVEEX �r�71 •� j•♦•♦•♦lip LIGHT POLE •♦��•♦•♦•♦•♦•♦•♦•♦•♦•♦•♦•`a 1� III �/ • IOWA ��I �l��4141 lwlwlp MANAMA ��IOWAMA G E N E R A T 0 R - STUDIO COUGH LINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com N0. •c0 •CO oco PRIOR TO REMOVAL, ADEQUATE J FIRE PROTECTION MUST BE IN PLACE. VERIFY WITH RENTON REGIONAL FIRE AUTHORITY AN CITY OF RENTON CONSTRUCTION INSPECTOR. / EX FIRE HYDRANT TO BE REMOVED AND SALVAGED TO Ico CITY SHOPS. INSTALL 6" MJ PLUG IN EXISTING VALVE,/ /co J I I I SDx x SDx ASPH Wx Wx Wx Wx n SDCB R1MI IS' IE(S)=17.14' 12 PVC 0 x SDCB RIM-20.10' U' 0 17.31 ' 6'CONC x U) 0 x 0 x x SDCB RIM=20.09' 17.28' 6'CONC 0 X ASPH Cn 0 x 0 x SDCB RIM=20.30' 1E(E)=1553' 61CONC Cn 0 x - SDx x ------------ Wx Wx Imo. i SDCB RIM=20.07' IE(S)=16.86' 12 PVC I 1 I *co �co I to I � t SDCB � V R1M=20.12' 1E(E)=17.33' 6'CONC I W 1 W I I= Cl) ILU W I' LU I I� SDCB Z RIM=20.13' I 1E(E)=17.39' 6"CONC Z ' to I I I oco ASP) I I Oco I I SDCB RIM=20.10' IC(E)=17.22' 6'CONC LO C) 14,A 60, C) 0 10 20 40 N U Legend rl�- (M N 79'33'06" E - 46.81' PROPERTY LINE - - SAWCUT LINE OO REMOVE CURBING CV N REMOVE ASPHALT PAVE a D REMOVE CONCRETE PAVE J DEMOLISH BUILDING REMOVE TREE(S) Existing Deng FENCING GAS GAS GAS MAIN/SERVICE GM GV XGM �(GV `' GAS METER/VALVE OO Ss SS SANITARY SEWER NN �SSMH OSSCO N(SSMH X SSCO SANITARY MH/CO 8"SD SD SD STORM DRAINAGE PIPE L,� J r Xn X X (X YD/CO/CB/CB 2/MH W W WATER MAIN REMOVAL FHA�FDC� Plo WV� Y F FD PXWVM FH/FDC/PIVNALVE SCL E ELECTRICAL CONDUIT 2" rELE T T TELEPHONE SERVICE TREE PROTECTION FENCING PER COR STD DTL 507 TEMPORARY CONSTRUCTION FENCING EXISTING CLASS IV STREAM STREAM BUFFER CCCQMQ C)(K] ROCKERY REMOVAL cn I J ' I � I 0 I SDCB x R1M=20.10' � 7-I *CO 1E(E)=17.29' 6'CONC i Co SDMH SDCB RIM=20.37' RIY=20.14' FlE N =1571 ' 12'PVC x 100=17.32' 6 CONC 1 CO /E(S)=15.65' 12'PVC I *CO R1M=20. W IE(N)=15.08' 12 PVC IE(S)=14.95' 12 PVC 0 1 /E(E)=17.42' 6 PVC R-423807 I 0 I I IN COMPLIANCE WITH CITY OF RENTON STANDARDS ,I � I i I DEVELOPMENT ENGINEERING SDCB NJanders 05/10/2023 J - RIM=20.11 ' Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: SCALE: WH PACIFIC VERTICAL: NAVD 1988 « AS SHOWN HORIZONTAL: W1983/1991 DESIGNED: CITY OF MIL RE NTON ENTON JAS ONE INCH DATU M CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. WCA IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY TBB SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON DEMO PLAN W z W U z z Q 06 W 0L LU F.- cc a 0 0 F< w 2 U U- 0E LU 0 z DATE: 0 04/24/2023 W FIELDBOOK: J PAGE: DRAWING NO: C1.05 Q SHEEP: Q OF. LI U co N I W rr W z W U z z_ Q rr 06 Cn rr W rr Q W U LL Cn rr W 0 z 0 Cn J Q W Cn SDx SDCB RIM=15.46' STRUCTURE FULL OF WATER x / I\ I I TEST 'PI D3 �I r SDx kx \ . D\ I1 \ \ \ I \ / I \ l I I - SDx x " DECID ♦ - woo LIMIT W \ N27415 j 212. I WATER \ 1 " DECIDQI \ \ 5 \ \ U) \ \ \ X o \ I WETLAND FLAC AREA B 81-88 B. BR0 wAs�j�� 33708 ��SIONAL G E N COUGHLINPORTERLUNDEEN E R A STRUCTURAL CIVIL SEISMIC ENGINEERING T 0 R 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com = STUDIO A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C1.04 JL LIU l \ I I nrrm \ II I" DECID 34 ° DECID 1 \ 11 PH ' "r-CIDI• r REMOVE EX STORM �7 \DECID ` I MANHOLE AND CONNECTED STORM x x '1DDECID LINES I :ID I x 3 m I� E= II R p 0 I DECID DECID 1 DECID \ I 14" DECID I DECID00 / c " DECID I i \ REMOVE EX STORM MANHOLE W J DECID I � � � W AND CONNECTED STORM LINES \ SD SD SD -SD -SD SD SD SD SD ` v SD-SD�S� , W o SDMH LU r RIM=16.88' I = CAN NOT SEE PIPE, STRUCTURE TOO LARGE Z I III �( I I Z x I I II 0 I I V I I II I I I �I I �► I I o I I I x I I I II I I I Ico I I I x II SDCB II I I RIM=14.85' IE(N)=13.15' 12'PVC IE(SE)=13.20' 12 PVC S° REMOVE GRAVEL II SURFACE MATERIALS II x e WITHIN PROJECT LIMITS \\\ Ike,, k\\\\ II S89°58 50'W 160.42' i 889°58' 00 IN 4.47' \ CONTINUED - SEE SHEET C1.10 Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: SCALE: WH PACIFIC HORIZONTAL- ONTAL: NAD 191988 1 DESIGNED: AS SHOWN o . CITY OF ML RE NTON ENTON JAS ONE INCH DATUM ' CHECKEDV CA AT FULL SCALE Planning/Building/Public Works Dept. N0. REVISION BY DATE APPR IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY TBB 0 10 20 40 111=20' Legend N 79°33'06" E - 46.81' PROPERTY LINE SAWCUT LINE • m3m � �hE, • FENCING GAS GAS GAS MAIN/SERVICE 0GM mGV XGM (GV GAS METER/VALVE SS SS SANITARY SEWER �SSMH OSSCO )/SSMH X SSCo SANITARY MH/CO 8"SD SD SD STORM DRAINAGE PIPE r , �, ( - X^ X X (X YD/CO/CB/CB 2/MH W W WATER MAIN REMOVAL FHA gb P1 o W %Pli(�WV FH/FDC/PIVNALVE SCL E ELECTRICAL CONDUIT 2" TELE T T TELEPHONE SERVICE TREE PROTECTION FENCING PER COR STD DTL 507 TEMPORARY CONSTRUCTION FENCING EXISTING CLASS IV STREAM STREAM BUFFER 0 ROCKERY REMOVAL R-423808 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ootk Wanders 05/10/2023 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON DEMO PLAN 04/24/20 PAGE: C1.07 SHEET: O OF. O C) N H H N a J T C'7 0 C) N W z W U z z Q W Cl)v W a 0 0 Q W U LL Er W 0 z 0 W LU I — a W 00 co I N I I I I I I II / I I I I I I I Lu I I I I I I I I �� LJJ W A I I I I J� RE W I ASPH U c) Z I I I I I z I I r\ I Q I I I I I II II II III I I I l lr 06 U) W Q c) I Im � aui REMOVE IRRIGATION 1` VALVES AND CONNECTED U C APPURTENANCES u r U) Er W W 0 Lu = -- \ / \ _----- -- \ W —S SID SD SD SD O W ASPH \ W - w J 1 4 Lu Z -- \ / f1/ I/ r f 1 J ( X ACID l I' I\ \ S89758 50 W 290.98' B.BR OF WAS 10 O 7 33708 oN� oA/SA/ti" G E N COUGHLINPORTERLUNDEEN E R A STRUCTURAL CIVIL SEISMIC ENGINEERING T 0 R 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com = STUDIO A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C1.05 lE(E =16.38 6 CONC )_ 6 REMOVE EX X a I — — — LIGHT POLE I v O 91\� I o N \ N s°ce co I 0 10 20 40 SOP 41596' 0/W SEP. 1 "=20' r— / o I J I\ I x I x I Legend Cn L, \ \ to X I I N 79°33'06" E - 46.81' PROPERTY LINE (� o v oC0 ASPH v I LCO ASPH I oco ASPH SAWCUT LINE O x \ / i ASPH �C0 °0 Cn SDCB I co SDCB REMOVE CURBING N \ cn I l- • 1 RIM=20.15' I RIM=20.15' N 1EE=16.44' 6""GONG lE(E)=16.36' 6'CONC REMOVE ASPHALT PAVE \ \ 1 S&B () I Q \ � )RIY=20.;8' Cn I I REMOVE CONCRETE PAVE J ( / 1 \ToP(s)=115.9q0/w sff I o I DEMOLISH BUILDING v I I " 9 REMOVE TREE(S) x I — Exisfin9Den�� Cn X FENCING M \I \ o X I GAS GAS O GAS MAIN/SERVICE I II 1II Cv I mGM mGV XGM MGV GAS METER/VALVE QREMOVEEX C0 co LIGHT POLE N SS SS SANITARY SEWERSD SDCB RiM=21s' SSCOlM=_20. i )SSUH I(r IE(E)=15.54' 6 CONC IE(S)=1358' 18'CC xa lE(E)=12.83' 18Cl V 8"SD SD SD STORM DRAINAGE PIPE \ y v I n I x I SDCB IN L J r XX X Ix YD/CO/CB/CB 2/MH R1M=20.14' I � _ SAWCUT EX I pG o Cl) IE(E)=16.35' 6"CO I w w WATER MAIN REMOVAL — — ASPHALT PAVING 0• " I FH FDC PlV WV F FD P WV � o o ) y FH/FDC/PIV/VALVE v - S B ) 2» C I I p SCL E ELECTRICAL CONDUIT ASPH l - v SDCB • ASPH " R1M=20.15' U 2"" TELE T T TELEPHONE SERVICE �I � I I IE(!N 14.01 ' 12 PVC o a ko Z(W)=14.01' 12'PVC 5 I �/� TREE PROTECTION FENCING x \ u.l PER COR STD DTL 507 0� I w TEMPORARY Sox SDx 5 \ = CONSTRUCTION FENCING P 0 1 Cn EXISTING CLASS IV STREAM sD sD I � IsDx x � I sDx � x W STREAM BUFFER o — — SDMH C0CDGCC0QC1XD0C1XD0 ROCKERY REMOVAL x I RIM =20.55' " REMOVE EX I I IE(NE)=15.70' 8'CONC I W LIGHT POLE I - IE(W)=13.20' 24 CONC -T I = l IE(S)' 15.60' 12 PVC v Z G � x � IZ \ i I REMOVE EX CURB I I Q I I m AND GUTTER S I SDCB SDCB V P 1 RIM=20.18' v RIY=20.19' II I II m P o = .5 V I lE(E)=17.47' 6"CONC x IE(E)=16.25' 6"CONC I I I_ RlM=2u. / / I I I I I I I TOP( )=16.84' 0/W SFP Ii IIII f o I DH x ASPH ASPH ui II x x Z I I I -- I I I I I co °0 w •°0 U I REMOVE EX 0 1 (D I LIGHT POLE I bjy o I o I I Z Aft t= Z RIM=20. >9" I TOP(4)=1719' .VW —SFo I I J o s°ce Q SDCB x R1M=20.26' I I x I I R I RIM=20.31 ' lE(=16.36' 6 PVC 1E(E)=17.59' 6'CONC Cn 06 SAWCUT AND X I (n I ( I (I " REMOVE EX ASPHALT I I I 1\ \I \\ I PAVING AND CURB y 1 n I Lu I o I / SDCB " llWlJ INr 11WIT� llWl� I I RIM=20.15' j(N)=15.07' 12 PVC DE�ID I (NE)=15.28' 6 PVC 1 (E)=15.14' 12 PVC SD XX1 1 IE(N)=16.06' 12 PVC IE W =155 12 PVC 0 1 a I I R-423809 = X I \ IN COMPLIANCE WITH CITY OF RENTON STANDARDS U DEAD �— — " DECID t LIMI LIMIT LIMIT IMIT LIMIT U) DEVELOPMENT ENGINEERING r� Wanders 05/10/2023 Lu mom CONTINUED - SEE SHEET C1.11 z Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: SCALE: DATE: wH PACIFIC HORIZONTAL- NAvo 19M CITY OF SEATTLE SOUNDERS FC HEADQUARTERS LLJ AS SHOWN HORIZONTAL• NAD 1983/1991 04 24 2023 DESIGNED: & TRAINING CENTER J M LVR FlELDBOOK: RENTON PAGE: DRAWN: JAS • RENTON WASHINGTON ONE INCH DATUM � DRAWING N0: CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. DEMO PLAN C 1.08 WCA Q IF NOT ONE INCH NO. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY SHEET: 1 OF: Lij TBB I 71 r ) w z w U Z Z I j x 0 Cn p� -" 7 I x W It o� U W SDCB RIM=20.71 ' x 1E(N)=17.50' 6'PVC UU)) O Qn a � a I, w n 7 CO 0 �I v J SDMH RIM=20.22' UJ COULD NOT OPEN LIJ W 0 A- Z U) Ell, W SDx-SIX 0 LU i/) 0 W J W SDCB RIM=20.62' o I Z lE(E)=17.76' 6 PVC 0) '!S)=18.50' 6'PVC Q i= I m W rV^J O I o ) V 0 U) x K IC I SDCB' RIM=20.17'I 1E%=15.79' 6 CONCI ox I � I to ASPH A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C1.06 r' 1 Io / 11 11 1 1 1 II I I I I\_ xU) U) I X II I rJ III 1 ' I I \ I I \� I I I I I I U) I I RIM=14' I RIY=20.17' I lE(E)=16.08' 6`CONG o IE(E)=17.36' 6 CONC p I x I 11 x J I I I I I I 22" bECID 1\ \ 1 \ �co I I 'co I I SDCB RIM=20.20' IE(W)=15.88' 6 CONC I I SDCB fl��j I RIM=20.20' I INb� i IE(W)=15.81 ' 6'CONC I -- x � I SDMH I 1RIM-20.16' 1E(N)=1J.J7' 12'PVC ASPH 1E(W)=13.36' 24 CONC 1E(E)=13.37' 24 CONC I IE(S)=15.41 ' 12 PVC `� I I p I I x I I x O / I I I /15" DECID I f I ) \ U) I I C6 I II cnI I I )I I III � I ( ASPH I oco ASPH I 1 " DECID I \ I \ \ \\ ` \ - o I o x I l a 1 1 I I I 1 \ \ \ U) 0co U) ( \ � I® I x \ 1 I II I DECID I 1 1 \ SDCB I I \/ I I / I) I I 2° DECID ) I RIM=20.15' I I I I I I I \ 1 1E(E)=15.98' 6'CONC I' /(I (I I j II I I �2" DECID f ) f l \ xx SDCB x x Cl) I RIM=20.16' I I in I in 1 1 I I / \ I lE E=16.27' 6'CONC I cn I a I I 113" DECID I O I I / 1 III 1 ICI I I II f� \ICID 13\°\0ECID \ \ l \ Cl)- - u�i 1 I I in 12 Cn � BOEING ( o \ ) I I 1 I SIGN ° I I ASP I � -\ /I "� 1 i I o I ° sicN Posr i IH I x I W x / I�� I \ I III II s l ° SDCB P I I SDCB I I I I I I /✓ /\ \� I RlM-20.16' / I � lE W RIM-� 17.98' J'CONC \ I I L x I lE(E) 16.34 6CONC Dx SDx SIDSDx x I Ix ( rt10-SDCB ( /I RlM=21.32' SDCB C o 1E(N)=15.4 ' 24 C NC I I I J I I I \ x RIM=20.09' I SS I ( I 1E(E)=16.32 12'C NC I I x ) I I I I I o U) /E(E)=15.89' 6'CONC o o u) q \ I /, / lE(S)=15.41 ' 24 C NC � I I can I- -- x SDMH SPEED LIMIT x f 1 /I UU)) RIM=20.26' 15 MPH o I I I� I / \ IE(N)=13.88' 12-PVC I I J W'P Imo- I 1 IE(W)=13.84' 24 CONC I I IE(E)=13.88' 12 PVC ASPH \ I I I I ° o lE(S)=1551' 12'PVC o 1 O I I - SDx SDx SDx SDx SDx I I I I I O= Q j HES/TREES STOP ` ( i \ -------------- 71,- I \ I I� O -,�------- SDMH \IIII I a RIM=20.12' . a U) o I I I I I I I I I I i ;► /( \ 1/ I \ IE(N)=14.10 12 PVC I g I I I x cn IE(W)=14.12' 12 PVC I 90' I I I I I iY ( IC/) SDCB IE(S)=15.08' 12 PVC x 20.01' BOEING m P/- 6PVC SIGN I I: a d I I I I I I I I �I ° I I x SAW UT EX ASPHALT o q� SDCB PAV�IG AND CURB o �a SAWCUT EX U) I I I (��' I x �Id� I R1M=20.02' > zt i ASPHALT PAVI G lE(E)=16.17' 6'PVC ASP I I AND CURB I \ I/ \ l r � llWl� ll Il - x \I � J I I I X I I o I I I I I��. I I I I I -LRssIM=19.64 ASPH ASPH COULD NO j SAWCUTND REMOVE RI =212 ' /xMHI OFc \ \ I a a EX CONC IDEWALKAD r oP N ccoo I RROTECT EXISTIN 10I \ \I N o I J I I I I URB AND GUTTE / I 1 / I) I) \ ) \ \ l , I// t o I\ \ \\ C0 I oco I P: a I I I' 0 \ I L \ 0 0 I I III II° I IF SDCB- 0 S x I SDx S x SDx I R1M=20.94 I I x I / IE(W)=17. x 60' )2' SDCB SDCB h1=20.09' I RIM=19.95' I SDCB 14' 6 PVC I IE(E)=15.99' 6'PVC I I a, . I R1M=21.00 J f I I IE(N)=15.0 ' 24" ONC co x o I I, lE(E)=15,9 ' 12" NC a 1 /E(S)=150 ' 24" NC d \ I J I I I I I = x ■ llWn - llWrf - - llWn � rI\I° LIMIT LIMIT- LIMI I I IJ I I I I f i Ij I I 1/ r/ I II x II I I I IIx\I I I I co I I 1I I I / - - - - - - - o I I U) I �Ip x1 I( (/I 9 58 50'W 441.60' - ) *--0 I I x IT G E N COUGH LINPORTERLUNDEEN E R A STRUCTURAL CIVIL SEISMIC ENGINEERING T 0 R 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com - STUDIO Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: SCALE: WH PACIFIC VERTICAL: NAVD 1988 DESIGNED: AS SHOWN HORIZONTAL: NAD 1983/1991 AoRb6 CITY OF DRAWN: ML RENTON %e JAS ONE INCH DATU M CHECKED: AT FULL SCALE WCA Planning/Building/Public Works Dept. IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY TBB 0 14'A , VL O N 0 10 20 40 N U 111=20' Legend (� N 79°33'06" E- 46.81' PROPERTY LINE O SAWCUT LINE C) REMOVE CURBING CV CV REMOVE ASPHALT PAVE Q REMOVE CONCRETE PAVE J DEMOLISH BUILDING REMOVE TREE(S) Existing-M Deng FENCING MO GAS GAS GAS MAIN/SERVICE GM GV XGM XGV y GAS METER/VALVE O Q ss ss SANITARY SEWER N N r �SSMH OSSCO XSSMH X SSCO SANITARY MH/CO 8'S9 SD SD STORM DRAINAGE PIPE L J � J � xx YDICOICB/CB 2/MH w W WATER MAIN REMOVAL FHA gca Plo W Y ')rX P1i� FH/FDC/PIV/VALVE SCL E ELECTRICAL CONDUIT 2" TELE T T TELEPHONE SERVICE TREE PROTECTION FENCING PER COR STD DTL 507 TEMPORARY CONSTRUCTION FENCING EXISTING CLASS IV STREAM STREAM BUFFER CTQC1=0)(0CJ)(70 ROCKERY REMOVAL R-42381 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING r NJanders 05/10/2023 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON DEMO PLAN cc LU z W U z z Q 06 Cl) cc LU Q 0 Q w 2 U LL W LU 0 z D 0 DATE: 04/24/2023 w FIELDBOOK: PAGE: DRAWING NO: C1.09 Q SHEET: 12 OF, W M It 0 LU rr LU z LU U z z a rr 06 U) rr W rr a 0 0 a W U LL W rr LU 0 z D 0 W LU a LU A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C1.07 =oil two" \ \ \ \ o Cn V 7 \ \\ S5J'50 53'E \ \ \ \ \ \U) \ I 16' DECID I \ \ `\\ \\ GRAVEL 14.56' \ \ \ \ \ \ I \ \ \ \ \ \ \ \\ \ TEST PIT B4 O 17" lD 7% \ \ \ \\ \\ �� POND B_ I \\ TEST PIT B5 I I x \\ � � ® 18" I �T PIT 24" DECID I \ \ o \\ \\ `03 ' 4 — — — -15 — �9 7" DECID SD CD 18 NOT FID � (APPROX. pk v �� 17" DECI ( i°� ��,,(( \ / LOC.) "� 0 12" DECID \ \ \\ O 19 \ 24" CORRUGATED N50'5422 "W I x \ / I I PLASTIC PIPE / 41.42' \ \ SAWCUT EX \ — ✓ co III / \\ ASPHALT P ING Q3 18" CON \ i \ \ N4021'03"W 1 \�� GRAVEL \�\ I\ \\ \\\ \ \\\ \ 26.39' -V TES All N 2'49 E 14.98' _ \ VALE \ \ \\\ \ GRAVEL I \ 1 DECID \ _ J REMOVE GRAVEL SURFACE MATERIALS I I r WITHIN PROJECT LIMITSLLI I V W Cn / LOT LINE ADJUSTMENT I \ I I W ' FOR SOUNDERS \ I I I W I HEADQUARTERS I I I I (n LIMIT LIMIT LIMIT IMIT � � LIMI � � LIMIT �1 LIMIT � � � � � � � � LIMIT � � � LIMIT � � � � MIT � � � � � � � � LIMI Q \\ \ II IUj ( \ \\ \ I UGATED� 100 YEAR FLOODPLAIN PROTECT EXISTING Z ELEVATION / — I I STORM DRAT CONVEY _CE PIPE \ _ \ I AND /1(sE/I . 4CPP 0 11 " DECID r \ \ i -SDMH \ \ \ \ oNDUrr (� \ \ \ \ \ \ \\ \\ \ FLOW CONTROL 1' \ \) \ RIM=18.80' \� \ STRUCTURE TOp (" PROTECT EXISTING STORM \ \ \ REMAIN. PROTECT + / DRAINAGE MANHOLE WITH IN PLACE /� _ BIRD CAGE COVER. \ 0 12' DE, \ \ \ \ TEDSOMH \ \ I \ I PLASTIC PIPE \ S 3 DECI 2��DECID / \ \ \ \ \ ` / — — I I I I \ R1M=20.53' I I I \ \ \ \ \ \ \ I I I I TOP(NE)=14.77' MANUAL I I I I I RELEASE DOOR I I I I \ L \ \ ) \ \ \ \ I CAN NOT SEE ANY OTHER PIPES, \\ I I I I I STRUCTURE TOO LARGE TO SEE � 15" DECID 0 8" DECID\ O 18'0 �\ \ \ \ \\ �\ 3"DECID \ n gECI BDE161D \� \ 12' \ \ ¢ "DECID f „1UDD7- DECID \ 16 Cl4 7" DECID \ \ I WATER — o EEID \ � 4 DC �—\ 0 12" of \ \ \ \ \ 0 11 " DECID \ I i I O 20 / 1 0 8 BEC 8'DEL9 o�w��WAs10� 7� 33708 GNAL 0 /SA � Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) G E N E R A T 0 R STUDIO COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 (206)343-0460 SEATTLE, WA 98104 www.cplinc.com SURVEYED: wH PACIFIC SCALE: As sHowN HORIZONTAL- ONTAL• NAD 1983/1991 DATUM CITY OF ,Ri RENTON Planning/Building/Public Works Dept. DESIGNED: DRAWN: JAS ONE INCH CHECKED: WCA AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE A P P R APPROVED: 0 10 20 40 111=20' Legend N 79°33'06" E - 46.81' PROPERTY LINE 011 SAWCUT LINE FENCING GAS GAS GAS MAIN/SERVICE mGM mGV XGM MGV GAS METER/VALVE SS SS SANITARY SEWER r �SSMH oSSCO XSSMH X SSCO SANITARY MH/CO 8'S9 SD SD STORM DRAINAGE PIPE L J � J � xx x YDICOICB/CB 2/MH w w WATER MAIN REMOVAL EH(-yEDC0 Pl o W m F EDX Py % FH/FDC/PIV/VALVE SCL E ELECTRICAL CONDUIT 2" TELE T T TELEPHONE SERVICE TREE PROTECTION FENCING PER COR STD DTL 507 TEMPORARY CONSTRUCTION FENCING EXISTING CLASS IV STREAM STREAM BUFFER ,�,414[C[kG ROCKERY REMOVAL R-42381 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ootk Wanders 05/10/2023 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON DEMO PLAN 04/24/20,' FIELDBOOK: PAGE: DRAWING NO: C1.10 SHEET: 13 OF, 71 LO O N N 61 O O i N a ZD J T M O O N LU z LU U z z_ a o� W Cl) LU a 0 a LU U LL W W 0 z 0 Cl) LU I— I — a LU W A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C1.08 co I CO C\1 I I ------ O ASPH = I I 0w I '\ �� l SAWCUT EX \ ASPHALT PAVING J REMOVE GRAVEL _ — — — — — / SURFACE MATERIALS O `I ,t QD — — — 7" DECID w WITHIN PROJECT LIMITS 0 / \ ° f _ ° O 18"DECID \\ � ° 10"DCID 9»°� 0 31"CON w I \ \ \ `� ° / / a7X DE ° 9" DE D o 8" DECI ° 11" DECID U \ 0 7" DECID 0 " DECID \ ,O � I o 11 " ° lD U � � O l \12'�DEC \ / / % � DECID — ° z I 100 YEAR \ `� / \ `� \ ° I J 9" DECID o 11" DECID CONC J l /� — 7" DECID �» \ 0 Z FLOODPLAIN\- 0 8" Q I ELEVATION / ��\\ �, \ I / 0 14" DECID 0 8" ECIGb 9" DECID / DECIx (D 7" DECID 11 /D 7" D ° 7DECID \ \ (D ° � 7 I f \_ 06 �J7"D �/� ECID / _ "" _ __. _ \ — ° 11 "DECID o 8'� DECID C) ° I ^ ` 10 12" DECID 8" DECID — I 12" DECID J 12� DECID / ° 6" DECID ° 7" D D w I „�" DECID l ° / / \ 0 I 8" DECID 7" DECID O 13" DECID ° 11 " lD / 7 D A ICON � 0 8" DECID or ° 9" DECID n7" DECID- \ / \ REMOVE IRRIGATION 01- 8" DECID C 12' DECID CONC 010DECID CONC \ VALVES AND ASSOCIATED ° " Q I \\ APPURTENANCES o „ p�/� — 1 / \ 7" EG`'R7 8" DECID 0 8 \\ 0 \ t o \ h J -x o D DECID o 10" DE l 2�DEClD S o 3 8" — C� \\ / CID �3" D I I 0 10" DECID "4 fff ° 8" DECID \ \ CV LIMIT LIMIT 10" D�CID ^ID I ( \ ° / ° 8 ClD ° 9" DAD 12" DEEID— r / \ I DECID I o 9" DECID \ ) 0 8" DfCIDECID I" J / ' DECID / I \ I Il I 0 8" D lD°) 7" DECID lD 0 8" DECID W / i »DECID l � \ 0 9" DECID W w W \ S ° 8" DECID f I W Q / I ( DECID / I o /D�CID `4 f o "0 8" DECID ° 3 8" DECI ° ClD 9" ECID / I f 0 8" DECID 0 N Z I I /I \ 6" ECID / I ) 8" DECID �`` D W )/ I / J 9 ECID l \ I I `— ° 10" DECID o 8 S°� 7 W 'O W ° 9" DECID I \ .J I W I / l O i I I \ , "DEC o " ClQ 7" DECID 6" D L —I o 8" DECID V, o )0 12" DECO LIMIT ,ram LIMIT � LIMIT 1 � � ID LIMIT" I o I 12' DECID L 8" DECID \ ClD / �,�0 l ° 11 " D lD° S ° ; 7" DECID � ° � 7" D, 0 w �LLI 8 DECID / / / I J I � \ I � \ �" L�IbDECID `�f `�,,,.� J I O ° ° " I \ 60" DECID /I \ ' ' I � Z / / ` I , ' / O `15" DECID 0 7" DECID 0 £ z J / Q � I O 15' DECID / / I 12" DECID w 0 ® ECID 618" ECID / 0 8"\ DECID ° 7" DECID ZO °7" O V 0 11" 80 " DECID 0 \21"DECID \I 0 I I o 11" DECID , — \ CONC `° 7" DECID 8»/ 08" / CONC I DECID I 7" DSCID ° " DECl7 D �L — I I \ 0 12" DECID r \ \ —J — ( \ 0 ./ 10" DECIDE — — ° — ` 0 10 DECI 11 " DECID O 16" DECID / / � / / o REMOVE IRRIGATION ( / / / / / / \ ( \ / — — — — — — VALVES AND ASSOCIATED / O 15" lCL / / / I I I 0 8" DECI o 12 lD _ / J — /— APPURTENANCES ° 1» \ — — 11 DECID � ` / I I I o (9" DEG�I'ID V" DECID I ) 60" DCI I 110" ffCID \ i /) \ ` O D ' l O/ 15" DECID / / / / 1�" DECID DECIDl 1 ° 8„ i — \ — \� 8 ECID p o / / / / — a» J/ 0 12"DDECID �. 8» 17" DECID / / / — / r 17' DECID I O 14" ECID \ o " ACID / I 1 9 ° j DECID / / / "DECID \ \ �l l I \ O 19» DE i / / 1 " DECID ° 8» C/ I \ \ ° G, 21" DEI;ID O 25" Ci N — 0 / r 0 8" DECID / / / / / I / 0 10" DECID o / I l / / 8" DECID l I \ \ ° DECID \ 0 10" DECID 12" DECID 12 \DECID II 0 I/ M 'DECID C 13 DECID \ \ / O / / / / l3" DECID I o I \ \ 7" DECID O 1 j 12'gECID 17�01D // I I 60" DECID I j \ J ° 6"DECID / 0 1 D / / / 14"DECID � l l \ / / N_ / n r" nc�m i / O 1 �LbECID / / / / I I I "DECID ( \ 16" DECID I I 11 ' CONC \ / \ � D lD \ / I / 0 11" DECID �ECID 10"; / \ I � � R-423812 DECID 10" DECID / / / \ I o 15" CON ) I^ \ \ . TUl 1" /p — / \ I IN COMPLIANCE WITH CITY OF RENTON STANDARDS / 0 12 E b 1 "DECID — -i D DECI ° 10" DECID ClD� O 14" DECID 0 �' 11„ DECID / / I I O 15" DECID ° 8" DECID — _ 10" o / I \ / I DEVELOPMENT ENGINEERING 3" C ECID —\ /--\ \ \�—�I 10" ECID 9" DECID l(T\� I Wanders 05/10/2023 CONC I L O O N 0 10 20 40 N U 111=20' Legend r LO (o N 79°33'06" E- 46.81' PROPERTY LINE O SAWCUT LINE O REMOVE CURBING CV CV REMOVE ASPHALT PAVE Q REMOVE CONCRETE PAVE J DEMOLISH BUILDING REMOVE TREE(S) Existing Deng FENCING M GAS —GAS —GAS MAIN/SERVICE O OGM �GV XGM XGV y� y� GAS METER/VALVE Q ss ss SANITARY SEWER N N �SSMH oSSCO XSSMH X SSCO SANITARY MH/CO 8'SD SD SD STORM DRAINAGE PIPE ° L J � , l xx x% YD/CO/CB/CB 21MH w w WATER MAIN REMOVAL FH FDC, Pl o W x E)EDX P/X FH/FDC/PIV/VALVE SCL E ELECTRICAL CONDUIT 2" TELE T T TELEPHONE SERVICE TREE PROTECTION FENCING PER COR STD DTL 507 TEMPORARY CONSTRUCTION FENCING EXISTING CLASS IV STREAM STREAM BUFFER C =C=C1)(X3C ROCKERY REMOVAL pBR S 7 Z� �Q 33708 Is TIVE, 0 I JA � G E N COUGH LINPORTERLUNDEEN E R A STRUCTURAL CIVIL SEISMIC ENGINEERING T 0 R 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com = STUDIO Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEY WH PACIFIC SCALE, AS SHOWN HORIZONTAL- NAD 1983/1991 IAL- ' CITY OF SEATTLE SOUNDERS FC HEADQUARTERS DESIGNED: DESIG L o & TRAINING CENTER RENTON DRAWN: JAS ONE INCH DATUM Planning/Building/Public Buildin Public Works Dept. g / g / P RENTON, WASHINGTON DEMO PLAN CHECKED: WCA AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE AP P R SCALE ACCORDINGLY APPROVETBB IIr Lu Z Lu U Z Z Q 06 C/) IIr Lu Q 0 Q w U LL Cf) W 0 Z 0 DATE: 04/24/2023 w FIELDBOOK: PAGE: DRAWING NO: C1.11 Q SHEEF: OF: 14 71 Lu U) A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. W I 0 W rr w z LU V z z_ Q rr 06 rr LU 0 0 Q LU 2 U H rr w 0 z 0 LU Q LU U) °BB0 W �Q 33708 GISTt 0 11A � JLL 3wr. 3w4 awe-- awe- 3ulm awe• awr awe- awe- awe- awe• awe• awe-- 3wn-.. -..._ 5 /o �o _-'vv / F• 11'"18E- _ ` 1 `--__ °`-J 5 ✓ I l ,,• •• y ` ,—•• yr y Ja Ja •'• `� •yam, '- 3y� aW1c aN1c +lYfc a`lu¢- 3YI.- . aLYc aNY. +1W[- / r Wp1� \ � _ PR /'ti. - I `- awe- awr awe• awe• `- 3we- aulr JLL y y y y i y! "' —l — — — — •LIIV \ '-`/ I �\ WIX .,,,, auuo ,,,,, y ,. -•3"le. 3w4 3wr aw► awe awm 3uu. awe• awe- � � .` — I Sx X . \ e � J \ - 31Y(c J y' ,- y ,- y Ju- y y` y y` y 'y 'LL ` y awm awe• `. awe- awe- a,.,,, awm awe• � l / -w.. — aw► awe- awa awn. awe• 3,un. `- y y y y y y .. y ,. l _ x _ / y — — 3wr ewe awe awe awe awr awr � � � / \ / 5� —_ — — T � / 1 {h ✓ / awe- awe �.. �.. yyyy�y�y�y�y�y y�y� fW`74y1;�3' j�"`160' y f _ / L I I J I,.awr awe. awm awe- 3wm awm awm .,ur 3wk awe awm a`wa. 3wr aw► a"u, awe Sum. awe• awe. awe- R / / }/ // 1\ 11 �' / / '•7 I $DX S X SD Sp SIJX / - ( y y y .,, y y ,,, y .�, y J� y .�, y y y y y JLL y JLL y l y \ \ ;� ° 0§MJ I - 1 J` JI` a.u,, ilY4 a`W'u i`W'r. -iL14 a`W4 a`W4 iYIY- a`WY- i`WY- a�W4 iW4' �Ur .'. . / x O' I I INOL X l awe aw¢- awm _ I y y JLL o aw4 awe awe awe awm — awe•-L#48'4#"45tm" 2�."22- . /�/\ \ ) , r y I l I A)(I 1 awe. aWe. aw4 awe- aws awe- +1' WFF{ AN ° 1 a1We a`1Wa`WY- // �� /' 0 \ \ L �\ I I I I FRG(rp X Iy y y y y y �'` y y y y �o. y ,r l f\\ l I I ,I 1 I =► + \ ( awr awe• awe• awe- awe- awe- awe. awe. awr awa awe- a. awr awr awa awe- � Jy / � -1 / / /, V �1 � \ .J \ � 0 IN, I'm awr awa awe- awe- awa- awa awm awr awe �, r , , rIo \ l ` I ° D L � 1 � Jawe awm awm awr „ur. awe awm aw4 3w4 awe- awe awe- awe. a`,ua. 3w4 / k \ r •\. / ` N,_ t yy y y y\ awe aw4 aw4 awe awa aw4 awr awe awe awr awe ` ✓ ( C , \ o \ x I I I o i o i 100 POND y y y y y y A WETLAND-- ,LL J " W _ v " ,,,,. ,,. awe• awe. .,,, awe- awe- / — `�? ° awe- awe. BLIFIFE+ .......... awe. awe. awe- awe- awe- awr awr awr awa awe- awe- / d s� ^)/ ° IRRc / ^ � x awr awe. awa / / �— / n I ` I ° `2I = /\ z— S89s0 . - . _J L— . - - - - - SDx x x } I \ \\\ _ = Dx SDx - - - - - - - --------- ; — _V \ I J 1 0 EAR p�p� i / r/ !\� / // li //I II \\ I•I 1 x I I E FET20'0 � rJf I I III /� / POND IN,I�� Ii 11 o I Ij{rx ^ I� \ I III (SI T II . I I P7 � ,►I �J \ 1 JIB /\�J x T P I I e m I I. I / �' .- (� � � - � / 1 Z j1 I I � I r I I / III 1 � • D4 • • r III IIII / I / I J)( � I o o �o �° �° 0 o o o \�//\ IJi I/ 41� Ii o i 0 a Li ��V l ) III I / t _III N I'�/~11c J I X p III IIII >I / II\ I II IIJI J I J 11 I 1 1,� II S • 7 v •o 0 I I •� •�o I ) 111 (\ \ c -, \ � L. p x x Ix� f. I3: ;N !off Il. ( ] \ 1\ o J) (-7 >r �JI I I II I Il J 1 CZ • I \ I L f _' I \ I� l� ` \IRRG 11G I ( f U) -SDx NN i I I I r- �( o D4 0 \ \ I } \\ I N274150"W 1\ \ \ 1 � -N_\ > 1-7�� I Jo 1 II I \ x I II I IIIII illy l� c ��\ 1 _9 \\\ N\ I \ L� II III I r !1 dL �. 1101, = J I II \ S89'58,W w bU.V S8�;58 50 114.47' \ S89°58 5'm'1N 2)0, 98' _ - _ - - r - - Y I p f. cn — � J \ L \ r�T —o 48 9 1 r 4 (O o �t I 7i� I / — > \ 1 \ /�� 100 EAR \ \ �� 00Y ARFIL I x j( I J I` 1rL� °54' V ° J 1 1 \ / J \ \ 1 l ` I ELEVATION \ c� V ( r ° • �) — I l�I O © FA I C l \ I\ BFE=2iT0 �— \ '� ( 1 .� I I I i (-- ^y�( \ \ \ \! / \\\ ?L ) ) J I O 1 rn _\ 4 ( \�3Il > _) \ 42YF9 4.98' �" � �,` \ \ 1 \ �� \ / 1 0 o o • ° ti x I \ _, C L\ NN Qj \ I \ J `/ ooN\ o \P ,FOR SO DE ` QJO' O�\ \t J oHEADOU� O�(OD J -�—�- { cow _� t ( I I1_0 \ e \\ �/ IIII 1 \ / l / �/ /� �, 1 / �-� 1 I ` ` \fl I � 1 I _ �� \\ \ \ I J I> / / I o Vim\ 0 \\\\ / h"'� III I �fr `j/ ( �l j ) ,I ��, \I(� C� L �� L IIII _�— L�_ , ; — =.� —(' "to J ' —��) f, '_+ I I � \`_[lJ( I Ii Ir' iNl2�� Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: SCALE: WH PACIFIC VERTICAL: NAVD 1988 G E N DESIGNED: AS SHOWN HORIZONTAL: NAD 1983/1991 CITY OF :._. COUGHLINPORTERLUNDEEN ML RENTON E R A STRUCTURAL CIVIL SEISMIC ENGINEERING DRAWN: JAS ONE INCH DATUM 801 SECOND AVENUE, SUITE900 (206)343-0460 1 1 r CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. T 0 R SEATTLE, VIA 98104 www.cplinc.com I WCA IF NOT ONE INCH STUDIO N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY TBB O 14,A LF, O N 0 40 80 160 N U 111=80' Legend rl�_ L0 MO N 79°JJ'06" E - 46.81' PROPERTY LINE LIMIT LIMITS OF CONSTRUCTION O O IS INTERCEPTOR SWALE N _ �� FILTER FABRIC FENCING � ' I N Q CONSTRUCTION FENCING TEMPORARY J TEMPORARY CONSTRUCTION GATE WEIGHTED PLASTIC 12 Q Q Q Q I C2.20 CONSTRUCTION ` ENTRANCE TEMPORARRYY��C2.2o / V C� INLET PROTECTION 1 i O C2.20 O TREE PROTECTION 6 O �� STRAW WATTLES II ' j N N TEMPORARY SWALE TEMPORARY STORM PIPE WETLAND POTENTIAL STOCKPILE LAYDOWN AREA R-423813 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING r NJanders 05/10/2023 ' SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON OVERALL TESC PLAN W z W U (D z z Q 06 U) W a 0 0 w 2 U LL U) 0E W 0 z 0 DATE 04/24/2023 W FIELDBOOK: J PAGE: DRAWING NO: C2.00 Q SHEET: 3 OF:7 LU A PORTION OF THE NW 114 OF SFC;TION R TOWNSHIP 91N RANC-,F 5F W M I LO 0 0 N N u H H T M O O O N Cr n rr W Z W U C� Z Z_ Q rr 06 C/) rr W rr Q D a 0 Q W U H OC w 0 Z 0 v W J 1 rW V ) A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. i p /q/Vc/=/0.JU 0 Ui / // / �i II I 22" 'ECID p 14" DECID O 14�/ 14CON B CM / P C\j /V 14DECID / ASPH "Q 814DECID SDk \\ GRA. nr-,R 1=15.60' / / /// \ I UTILITY EASEMENT / , `�+ / //� - \ / - - 2$ - tiTi � -- W \ 5,06" PERF. PVC \\ i 100 FT POND "A" I �� // I \ AFN.• 99032J1472 / � G N\ I + WETLAND \ / 8" DECID \ \\ ( \ BUFFER 74 p+ FLAG POLES � � \ � l RIM=19D72H — J " C/D / j 31 " YD / IE(E)45.90' 12 PVC o 12/ ,< — I O / 9" DECID \ lE S 15.70' 12 PVCLU J 11 o ECID i 13" DECID 5p} // EllP / SDx SDx — —SE*- SDx z ( "CON 21ECIO 1 W — Q 11 /u\ I \ 29" DECID ASPH + / / / / �`a NO PARKING NO PARKING 43. 6' r� \ 8" DECID m / P / U I SDCB m w / RIM=15.76' Z / ° 1�5" L CIL� ClD x 6" PERF. PVC \ / I b (� -23; ''FCID/ + i I RIM=16.90' / Q ° 12" DEC%D / ( O 15" DECID / 10 -7" C o 12" DECID r/ l/W11 0 12" DE10D / ° /w DECID SSMH RIM=20.18' . 1E(E)=3.38' 10-DI IE(S)=3.62' 8 Dl SSx - GRASS 4 SDx SDx NO PARKING CCO x U) U) SDCB RIM=19.57' in � �12- CON I I 6-C� wx wxl II Ix I lixi I \ I \\ I I I SDMH \ RIM=19.72' — — J CE(W)=15.92' 12'PVC AIRLINE l j' TMMFR ( 4" DECID- i 1/W1j }�� / / / 01PLANTER /�/0 10"DECID / //� / �LU kO 14" DECID / SDMH x / — °�—,10" DEADlE RIM=20.49' x O l N)=15.16' 12PVC / I 1 F cO SDCB �'RIM=15.88, / + I o 10" CON / / IE(S)=15.10' 12'PVC � > / 1\w\ -) CONC WHE 6" PERF. PVC // � / � � I INLET Sri\W1 PROTECTIONO 14" DECID � � (TYP) ° W (\ 6" ' /// / / \ 6" DECID 000 '1\W\1 I I I oe 2 SDCB - - J � �-\/� fi GRAB. U O +��/ I / ^ N/ � RIM- �"/ \�--��—._ _ LL N ��/ — �p+/� ` \ �P 11 1 /E(SE)=>3. lIWl1 �w '' ° 12" DECID / / I / ' \ I O l Z \ \ 6" PERF PVC f H LIMIT \ N x / �� ,�\ \ 1 TR \ RIM=��5'� � �. I PROTECTION IE(E)=16.,95 12 Dl W W I / LU TREE �Q/�i ,�� / A 1\ I (TYP) lE(S)=16.0�' 12""GONG I ` 0 2 05� 1 / � PROTECTION z C/) I (TYP) WLU Q ZI j I� V r Lz_ )l I \ /F x 1 6 I I I' x �� I� �I CW CONTINUED - SEE SHEET C2.05 z" G E N COUGHLINPORTERLUNDEEN 33708 E R A STRUCTURAL CIVIL SEISMIC ENGINEERING ISTV, �1 NAL 0 R 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cpl'inc.com STUDIO J W N UU Cn W RIM=19.72' Z IE(W)= 15.22' 12'Dl I \ Z IE(E)=15.22' 12'Dl 10 I� I I 1901 OAKESDALE AVE SW BUILDING 25-20 59,752 SOFT I I I /NG I I I I I I BUILDING BUI` 25-20 25 59,752 SO fT. 59,75' Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: WSCALE. H PACIFIC HORIZONTAL- DESIGNED: AS SHOWN NAD 1983/1991� CITY OF ML RENTON DRAWN: JAS , 42 ONE INCH DATUM 19 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. WCA IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY TBB 0 10 20 40 111=20' Legend N 79°3306" E - 46.81' PROPERTY LINE LIMIT — — LIMITS OF CONSTRUCTION IS INTERCEPTOR SWALE FILTER FABRIC FENCING ( C2.20 CONSTRUCTION FENCING TEMPORARY TEMPORARY 0000 CONSTRUCTION GATE WEIGHTED PLASTIC 12 SHEETING C2.20 0 0 0 0 U CONSTRUCTION 1 ENTRANCE TEMPOARYY INLET PROTECTION i V i� C2.20 6 TREE PROTECTION C 2.20 �^ STRAW WATTLES (� C2.20 — — _ — TEMPORARY SWALE TEMPORARY STORM PIPE WETLAND POTENTIAL STOCKPILE LAYDOWN AREA R-423815 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ootk Wanders 05/10/2023 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON TESC PLAN 04/24/20 PAGE: C2.02 15 OF. LO O N N U H H N Q J T M O O N IIr W z W U z z Q 06 IIr W Q 0 Q W U LL W 0 z 0 07 LU I— W 00 i 0 W I-_ rr LU I— z W U z Z Q rr I- 06 rr LU I-_ rr Q 0 Q LU 2 0 LH v!^ w 0 z 0 U) W Q W A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C2.01 j -24" SD (DI) " / I / � Q' y/ DECID 000 s / 00 100 FT POND — _ ----- "A" WETLAND _-- — —� —x x x x--- -- -- — BUFFER �DECID_ —>2' — -- O 21"D ID p rONf4"BECID---- �— i1�— 1-7--------------- �ECIB--- ----—�11"DECID---- — — O 14" DECID � —— � J — J \ — — — \ O 15" DECID — — O — I 0 11 " DECID 10" DECID lOJEEIfI — Horn o 0 0 0 N O 15"DECID ��----� «� v�� DECID — —19— — — HAND 1 —� --�— — — — — — — g \ — — 4=H1CH cr— WIRF FENCE \ x 0 U) °1B B � �I W�� O 33708 ��SIONAL ��ti� 0�11A r 71 T S89°58'50 W 214.66' TIANORAIL— T \ / / 0 1 „DECID—� nSpH ,/ 12"DECID — -ST111aM41�1TE� _ — — — — — — �� i 1 DE _12°59�7'r 5243 / l / U yAULT — — — — — �' / / i / UTILITY EASEMENT — — — 0-- ECID _ 10" DECID o 11 " ClD / / i I , — — AFN: 99032J1472 / O "DECID / O / l / J_' 2/1 DECID OP� P�Pi I f 10" --------------------------------- WA ----------------------------------- -- -- -le -- -I---Ir--- / // \I \ „ I / / 0 E N E R A T 0 R = STUDIO m r4 LO AS -BUILT — — / / V , COULD NOTE RATE \ TEST PIT Bl \) `1 % / l / \ ` 1 / (/ LLI 1\ / 11 I TPITBLU I I / � � � Cl) W W Cl) LU / z_ z I �.� 0 LIMIT ;z i / II f LYcCID / I / �1ti, II / I / II CONTINUED - SEE SHEET C2.07 COUGH LINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com NO. REVISION Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: WH PACIFIC DESIGNED: M L DRAWN: JAS CHECKED: WCA APPROVED: TBB SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL• NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. 0 10 20 40 111=20' Legend N 79°33'06" E - 46.81' PROPERTY LINE LIMIT LIMITS OF CONSTRUCTION IS INTERCEPTOR SWALE FILTER FABRIC FENCING ( I CONSTRUCTION FENCING TEMPORARY TEMPORARY 0000000 CONSTRUCTION GATE WEIGHTED PLASTIC 12 Q Q Q Q U SHEETING C2.20 CONSTRUCTION 1 (C220 ENTRANCE TEMPOARY�� INLET PROTECTION ( " ) C20 6 TREE PROTECTION C2.20 STRAW WATTLES 1�^� C2.20 TEMPORARY SWALE TEMPORARY STORM PIPE WETLAND POTENTIAL STOCKPILE LAYDOWN AREA R-423816 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING r NJanders 05/10/2023 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON TESC PLAN 04/24/20 PAGE: C2.04 SHEET. 1 6 OF: 0 N N A H H N Q J T M O O N IIr w z w U C� z z Q 06 oC w o� Q 0 Q w U LL W 0 z 0 07 LU I— Q W U) co i i 0 LU IIr LU z LU U z z Q 06 Er LU rr Q Z) 0 Q LU U LL W LU 0 z '0 V i LU Q FLU W A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C2.02 SDCB J RIM=21.24' IE(W)=20.49' 4 PVC 1901 OAKESDALE AVE SW IE(S)=20.39' 6'PVC / lE(E)=20.49' 4-PVC I R1M=20.99 BUILDING /E(S)=20.19' 6'PVC SDMH O 2RG O O O O O RIM=21.58' CW C 1 /E(N)=14.75' 18'CONC t= IE(S)=14.66' 18TONC SDx SDx ® \ O COVERED IE(E)=?? ??' 12TI CW I� CW / �� JEE=�-�x -BDx SDx o SDx SDx SDx 9,x miiW SDx SDx SDx SDx SDx SDx 1 COVERED SDCB COVERED CONSTRUCTION Cw R1M=20.73' Cw BOLLARDS ENTRANCE AND GATE COULD NOT OPEN a SEE DETAIL ( 1 SDCB - - - _ CW C2.20 I _ / - - 11---� R1M=20. 8'- -- r" IE(S)=1 14' 6"PI/ IE(E)=1 .21 ' 4'PV S89°58'S0'1N 250.98' -A N89°58'50 E 40.00' � SDx v Dx SDx SDx S �- SDx SDCB SDx S x SDx x SDx- 0 _ ASPH - - - - - - - - - - - - - - - RET --17-0 - - - - - - - - - r - - - - - - - I - - lE�=17.06' 12'PVC . IWII -` Wx Wx x Wx Wx Wx CONSTRUCTION I> SDCB x � x C ENTRANCE I �1M=20.16'- SEE DETAIL Y =1589' 6PVC- C2.20 WHEEL WASH Toff:,,=16.32' 0/W SEP. - SDCB o t R1M=20.18' IE(S)=17.14' 12 PVC I INLET X I •co SDCB PROTECTION I I C I cn (TYP) o. E(E)=17.31' s'CONc x *CO o 1 N spcB \ R1M=20.15' I 0 � I I TOP(S)116.20' 0/W SEP. � 1 LLI \\ I I\ )/ v LLJ I i 1 I 0 co WI LLJI � � I x x o I ~ � - -LLI (/ I v POTENTIAL _1 I STOCKPILE/ LAYDOWN AREA SDCB O I I \\\ I I I co RIM=20. b' 1 v C I SDCB I I \-_ TOP(N)=15.89' 0/W Sj P. I x x I 2 x R1M=20.09' V I I \ IE(E)=17.28' 6 CONC I 1 I I I I I C) sdMH v 1 v R1M=20,134' I x o I ASPH \ I \ \ I I IE(N)�13.58' IaONC •co �co 11-4=13. 5J K18'CONC • v' 1c0 \ \ I I I C0 II I x I ASPH I I SDCB / R1M=20.16' I co _ I \ I I I TbP(S)=15.89' 6/W �EP. 1 co l C c \ II I �� I I o 1 1 0 I J I I I_-j I I\ \ 1 1 I I I \ 1 f/,/ � I 1 I U) I l I 1 I I I \ SDMH x 1 RI=20.65' BOLT HEAD/STRIPPED I I I y I I I \ COUL NOT OPEN cn v I I I II I 1 I 1 ) I I I I IEN=15. co p I IE(s)=15. I II �� SDCBIv) L / I ( I I / J \ \ RIM-20.18' I I I III TOPS)-4 181 ' 0/W SEP. It = T. II W I y \I 0 v I� III x \II � CONTINUED - SEE SHEET C2.08 O� oBR'BR�� Q 33708 ��SIONAL E�� 0 / JA � 0 E N COUGH LINPORTERLUNDEEN E R A STRUCTURAL CIVIL SEISMIC ENGINEERING T 0 R 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com - STUDIO mmiiiiiiil ASPH v x x 0 0 Cn v x 0 \ R1M=20.21 ' lE(W)=10.39' 24'CONCI lE E=10.39' 24 CONC -x SDx SDx Wx v x SDCB RIY=20.30' IE(E)=15.53' 6 CONC 07 v x F.-.-.-. I SDCB RIM=20.07' x IE(S)=16.86' 12 PVC I I 1 •co •co � I N f SDCB V RIM=20.12' IE(E)=17.33' 6'CONC I LLJ i LLJ I I2 w ILLJ W I' LU I I� SDCB Z R1M=20.13' lE(E)=17.39' 6"CONC Z I I I I •co ASP[ I I •co I I SDCB RIM=20.10' IE(E)=17.22' 6'CONC 0 1 I I x SDCB RIM=20.10' •co IE(E)=17.29' 6'CONC i SDMH SDCB RIY=20.37' RIM=20.14' 71' 12'PVC x IE(E)=17.32' 6TONC 65' 12'PVC i •co SDMH RIM=20.28' IE(N)=15.08' 12'PVC 0S)=14.95' 12'PVC X IE(E)=17.42' 6-PVC I 0 x SDCB R1M=20. I I' Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: SCALE H PACIFIC HORIZONTAL-RTICALr VD 198�ss� DESIGNED: AS SHOWNo CITY OF ML � RENTON DRAWN: JAS ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. WCA IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: TBB SCALE ACCORDINGLY 0 10 20 40 1 "=20' Legend N 79°33'06" E - 46.81' PROPERTY LINE - LIMIT - - LIMITS OF CONSTRUCTION IS INTERCEPTOR SWALE FILTER FABRIC FENCING ( 1 C2.20 CONSTRUCTION FENCING TEMPORARY TEMPORARY CONSTRUCTION GATE WEIGHTED PLASTIC 12 SHEETING C2.20 Q Q Ago Ago U CONSTRUCTION 1 ENTRANCE TEMPOARYY INLET PROTECTION 1 " 1 CC2J 6 TREE PROTECTION �^ c 2.20 STRAW WATTLES 5 C2.20 - - _ - TEMPORARY SWALE TEMPORARY STORM PIPE WETLAND POTENTIAL STOCKPILE LAYDOWN AREA R-423817 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING r Wanders 05/10/2023 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON TESC PLAN 04/24/20 PAGE: C2.05 SHEET: OF: 17 71 LO O N N U H H N Q J T M O O N Ir W z LU U z z Q 06 Ir LU Q 0 Q W 2 U LL LU 0 z 0 U) LU I- LU U) A PORTION OF THE NW 114 OF SFC;TION R TOWNSHIP 91N RANC-,F 5F W M LO O O N N u F H H N N Q D J T O M O O O N Cy, n rr W z W U C� z z_ Q rr 06 C/) rr W rr Q D a 0 Q W U H OC w 0 z O Cn w J Q W U) A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. M i 0 W W z W U z z a 06 W cc W rr a 0 0 a W U ''u- vJ w 0 z D 0 W J a W Cn CONTINUED - SEE SHEET C2.05 IEE=16.� II I x o0 SDCB cn (J ` I RIM=20.16' 1 x Cn v ,-FOP(# 15.96' 0/W SEP. x I = I t x I x o �Co ASPH o Lco I I x o ASPH I I I I I\ I I •co r co \ ��\ �� 1 S&B � / I RIM=20. 18' \FOP(S)-l�.9f' 0/W SCR ASPH POTENTIAL x I I LA DOWN AREA x I oco _ J ( SDMk I U)�--h I I �,,' -20. 05' I I I� \ IE(N)=12.71 ' 18'CbNC 1 o J 1 f 1E(S)=13.58' 18'CONC I xa lE(E)=1283' 18'CQNC I I x I I _-- -�rsDce R1M=20.12' Cn )=15.91 ' 0/W SEP. x SDMH RIY=20.61 ' \ o S B - /0)-12.17' 18'CONC I ASPH N V I 1E(W)�1 .91 24 CONC IF(S)= 5' 12'PVC o 65 1 = ASPH 12.06 o �I WIE(E)= 124'CONC I kp W RRG ~ SDx W--�- I /^� �\ ISDx x - W W Z I 1 I I r - - "M - II"l T)=1T r 6T' ® oIT x I I I I , I I x *CO ASPH I I IU) I 'co x SDCB SDCB RIM=20.15' I RIM=20.15' lE(E)=16.44' 6'CONC I IE(E)=16.36' 6'CONC I 0 I I v � I I 0 x I oco x SDCB R1M=20.18' /E(E)=15.54' 6 CONC o I I SDCB IRRG RIM=20.14' I 0 0 /E(E)=16.35' 6'CO x I F I� v SDCB N RIY=20.15' U IE(N)=14.01 ' 12 PVC IE(W)=14.01 ' 12'PVC cjD \ W LA-> s°� I W SDx 9 \ IN SDx x W Lu SDMH R1M=20.55' x I IE(NE)=15.70' 8'CONC I W 1E(W)=13.20' 24 CONC 1E(E)=13.20' 24'CONC Z IE(S)=15. 60' 12'PVC o x IH SDCB 1 RIM=20.18' /E(E)=17.47' 6'CONC SDCB RIM=20.II' \ v I FOP( )=16,84' 0/W SLIP, X ASPH ASPH I ASPH 1 I I I I\ II I zi J `n - I *Co �co Z to 00 C� X RIY=20.19' lE(E)=16.25' 6'CONC x I 7 tiJ 11 W I-- x I •co I I SDCB I _ RIM=20.19' I I I I FOP(4)=17..19' �W�EP. o J o SDCB 1 I I \ x I R I R1M=20.3 SDCB x RIU=20.26' lE(E)=17.59' \ I I I 6'CONC lE(=16.36' 6 PVC I \ 0 \ F INLET- - I - x .10 - - - lIW1-1 - A o SDCB RIM=20.12' lE(N)=16.06' 12 PVC I I I I I I I ENTRANCE _I I t LIMY LIMIT LIMIT �IMIT I LIMIT SEE DETAIL C2.20 WHEEL WASH CONTINUED - SEE SHEET C2.11 z" G E N COUGHLINPORTERLUNDEEN 33708 E R A STRUCTURAL CIVIL SEISMIC ENGINEERING 1STY, �1 NAL 0 R 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com STUDIO Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: WSCALE. H PACIFIC HORIZONTAL-VER`11CAL' A DESIGNED: AS SHOWNN 1983/1991 Iwo CITY OF MLRE NTON ENTON JAS ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. WCA IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVETBB SCALE ACCORDINGLY 0 10 20 40 111=20' Legend N 79°3306" E - 46.81' PROPERTY LINE -LIMIT- - LIMITS OF CONSTRUCTION IS INTERCEPTOR SWALE FILTER FABRIC FENCING ( C2.20 CONSTRUCTION FENCING TEMPORARY TEMPORARY CONSTRUCTION GATE WEIGHTED PLASTIC 12 SHEETING C2 zo 0 0 0 0 U CONSTRUCTION ENTRANCE TEMPOARY��C220 i V � INLET PROTECTION C2.20 6 TREE PROTECTION C 2.20 �^ STRAW WATTLES (� C2.20 - - _ - TEMPORARY SWALE TEMPORARY STORM PIPE WETLAND POTENTIAL STOCKPILE LAYDOWN AREA R-423819 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING r Wanders 05/10/2023 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON TESC PLAN 04/24/20: FIELDBOOK: PAGE: DRAWING NO: C2.08 SHEET: 19 OF. 71 N N u N a J T M O O N 0- Ir W F--- z W U z z a 06 W IIr W a 0 a W U w W 0 z 0 U) Lu I - a �W V i 00 7 co x 6 0 x 0 W I 0 I LU x I 0 Z U) W I CU (D I 0 Z II x 0 I '" I x (� U U W SDCB RIM=20.71 ' x O lE(N)=17.50' 6 PVC o Q o I� Q ui U 00 O LL N /1 01 SDMH v) R1M=20.22' W COULD NOT OPEN Ll W W0 A- Z N kip ID, SDx S Ix 0 ww� �/ -I v ) W W 0 SDCB W J W RIM=20.62' 0 1E(E)=17.76' 66 PVC-ur Z 'r-(S)=18.50' 6 PVC Q cw o 1 0 UI I x 0 I I x v7 I SDCB RIM=20.71 ' 1E(N)=18.96' 6 PVC SDCB RIM=20.14' IE(E)=16.08' 6 CONC 0 07 ASPH S INLET PROT[ (TYP) x 0 Cn I 0U co orSDCB RIM=20.15' lE(E)=15.98' 6-CONC A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C2.06 Iol7/ x I I I I \ I I.1 I I I I IIIIII. yy B RIM=20.17' lE(E)=17.36'6'CONC III I II I II III III III I I IIIIIII1III II II II I III iI I II II IIIII II II IIII iI l III► II I �II III IiIIII I I iIII II IIIII I jIII II III IIII I I IIII l (I \I IIII1(� I I II " _I�hIIIx I I III I I ` I IIII� IIII II II II�i I I I. I - I .I \ II,�II � I I �` s/s-MH -1 III(I�II IaIIII/xIa CI I I_� I -I Ix ' I_I1I �/ IoI I /p � NIoI 1�I x I I/C xIaI � ( I �If I/I l°I� / 11I 1I / fI�a � / I1 IIIfI� II I / \II/ I\I (I\I\III �l \ I1IIIIIII I I/II \I IlI'IIV/ II I ( I\. /I I I \,I I\ II II I II I I1 III III IlIIII\1 \ I/III/III/II I I II \\ I/IlII IIIIII( I►` i 1 I\ y1I1 I /) i I i�I\II I II IiIICI I x�I i� II 1t \/ 2\II //1/�I>/1IIII� i► DI2I I 2tI "bIE\ \\( IlCIJ 1IID 0 5DECID 0 DECID DECID 2 ° DECID 2" DECID co co I13"DECIDco < ) ") CID 13-T'✓ s I ECi /ID 0 (n U) BOEING p ASP SIGN SIGN POST-, x x I� SDCB P SDCB RIM=20.16' yR1M=21.001j CONC1F(E)=16.34'6'CONC Dx SDx SD SDx x x- 00=1798I I I <\ c SS �lE(S)=1541' 24'CNC Ix[DipIP 45 ASPH o� o (n Ix 0 0 cf. C0 U) I� BOEING P sicN K, Ix qq!FmllWn MlIim W II LIMIT� LI�I RIM=19.64 COULD NO 0 CULD r0PN V) = co SDCB 0 S x SDx Sx SDx R1M=20.94 lE(W)=1760')2\1 / I-r\ � 1/ / \II ` \\ /\ � r CONC oox CO 0 IT 1 \ I \ I� / \\/ \ /\I \ 1 \ \/ \ - \�1 \ - \ S ASPH x0U) SDCB x R1M=20.16' U) IE(E)=16.27' 6'CONC I o SDMH CnRIM=20.26' IE(N)=1388' 12PVC 1E(W)=13.84' 24'CONC IE(E)=1388' 12'PVC x IE(S)=15.51' 12PVC 0U) S DB RM2.0 l()1.' 2"N I - I SDx SDx SDx SDk Px SDx SDx SDx SDx BUSHES/TREES 0 0U) x0U) Uc DB RM2.0 EW=51b UN DH 0 RM2.6 1()1.72V SH 1()1.64CN EE=33' 21OC I()1.12PC U AW RIM=20.12 IE(N)=14.10' 12'PVC v ' SDCB E(S)=15.0812'PVC x RIM=20.01' IE(E)=16.09' 6PVC SDC co (8 x R1M=20.02 E(E)=16.17' 6 PVC SDCB R1M=20.12' co W6PVC X Cn 0 x9 1 APASPH ASPH x x •co Cn•co , 0 Cn oW� 10 I x SDCB SDCB SDCB R1M=20.03' RIM=20.09R1M=19.95' � lE(W)=16.67' 6PVC IE(E)=16.24' 6PVC lE(E)=1599' 6-PVC o om lWl A SDCB SDCB SDCB SDCB R1M=20.11' ASPH R1M=19.85' ASPH u lE(N)=16.02' 12PVC LIMIT LIMIT LIMIT LIMI �-=771717 LIMI S89°58'50'N 441.60' O As 33708L 7 G E N COUGHLINPORTERLUNDEEN ERA STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 (206) 343-0460T 0 R SEATTLE, WA 98104 www.cplinc.com - STUDIO I SDCB 1M=21.32' 1E(N)=15.4'24CNC 4 I x n T Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (U S A ) EJa I • R SURVEYED: PACIFIC A"D1988 DESIGNED: AS SHOWN HORIZONTALNAD 1983/1991 CITY OF ML RENTONDRAWN: ONE INCH DATUM CHECKEDAT FULL SCAE Planning/Building/Public Works Dept. CA IF NOT ONE INCH REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY TBB Ir 06 Cn Ir O O N 0 10 20 40 N U 1 "=20' EJS n Legend I SDx SDx SDx SDk Px SDx SDx SDx SDx BUSHES/TREES 0 0U) x0U) Uc DB RM2.0 EW=51b UN DH 0 RM2.6 1()1.72V SH 1()1.64CN EE=33' 21OC I()1.12PC U AW RIM=20.12 IE(N)=14.10' 12'PVC v ' SDCB E(S)=15.0812'PVC x RIM=20.01' IE(E)=16.09' 6PVC SDC co (8 x R1M=20.02 E(E)=16.17' 6 PVC SDCB R1M=20.12' co W6PVC X Cn 0 x9 1 APASPH ASPH x x •co Cn•co , 0 Cn oW� 10 I x SDCB SDCB SDCB R1M=20.03' RIM=20.09R1M=19.95' � lE(W)=16.67' 6PVC IE(E)=16.24' 6PVC lE(E)=1599' 6-PVC o om lWl A SDCB SDCB SDCB SDCB R1M=20.11' ASPH R1M=19.85' ASPH u lE(N)=16.02' 12PVC LIMIT LIMIT LIMIT LIMI �-=771717 LIMI S89°58'50'N 441.60' O As 33708L 7 G E N COUGHLINPORTERLUNDEEN ERA STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 (206) 343-0460T 0 R SEATTLE, WA 98104 www.cplinc.com - STUDIO I SDCB 1M=21.32' 1E(N)=15.4'24CNC 4 I x n T Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (U S A ) EJa I • R SURVEYED: PACIFIC A"D1988 DESIGNED: AS SHOWN HORIZONTALNAD 1983/1991 CITY OF ML RENTONDRAWN: ONE INCH DATUM CHECKEDAT FULL SCAE Planning/Building/Public Works Dept. CA IF NOT ONE INCH REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY TBB Ir 06 Cn Ir O O N 0 10 20 40 N U 1 "=20' EJS n Legend I SDCB 1M=21.32' 1E(N)=15.4'24CNC 4 I x n T Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (U S A ) EJa I • R SURVEYED: PACIFIC A"D1988 DESIGNED: AS SHOWN HORIZONTALNAD 1983/1991 CITY OF ML RENTONDRAWN: ONE INCH DATUM CHECKEDAT FULL SCAE Planning/Building/Public Works Dept. CA IF NOT ONE INCH REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY TBB Ir 06 Cn Ir O O N 0 10 20 40 N U 1 "=20' EJS n Legend 4 I x n T Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (U S A ) EJa I • R SURVEYED: PACIFIC A"D1988 DESIGNED: AS SHOWN HORIZONTALNAD 1983/1991 CITY OF ML RENTONDRAWN: ONE INCH DATUM CHECKEDAT FULL SCAE Planning/Building/Public Works Dept. CA IF NOT ONE INCH REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY TBB Ir 06 Cn Ir O O N 0 10 20 40 N U 1 "=20' EJS n Legend r�- R-423820 IN COMPLIANCE WITH CITY OF RENTON STANDARDS LOPMENT ENGINEERINGnders 05/10/2023 O 1'L SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON TESC PLAN O � W I- z W U Z Z Q W Q 0 Q W U LL W 0 Z O DATE: 04/24/2023 W FlELDBOOK: PAGE: DRAWING N0: C2.09 Q SHEET: OF: W 20 71 C/) 00 LU rr LU z LU U 0 z z Q rr 06 rr LU Q 0 0 Q LU U H rr LU 0 z 0 LU Q ��W vJ MEOW m" I \ \ \ U)\ \ \ S53°50153'E `\ \ \ \ \ \ I PROTECT 14.56' \ `\ \ \ \ I EXISTING POND POND B TEST PIT 85 CP q 4' SID CB NOT FD U) (APPROX. p} \ / LOC.) D 12" DECID — — 91, ECID — � o 24" CORRUGATED I I PLASTIC PIPE / / .42\ �\ C N4021'03"W — 1 �\ GRAVEL �\\ \ \ \I \ 1 \ \ 26.39' \ I I� -& REAL VALVE I l 1411DECID A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C2.07 �f1D •iii •� ��/ \ I I 17" lD 18° �T PIT \ I 0 \ 18 TER AND FA RIC NCE TQ-BE INS AROUN THE XTSTING WAT FEATURES. ONC GRADING 19 DECI COMPLETED, TESC ENCING \ ) \ SHALL MATCH SHOWN LIMITS. i I I II INS IGHTED PLASTIC SHEETINTUP TO WATER LINE. ^ \ \ \ 18" CON ADJUST LIMITS AS NEEDED FOR WALL CONSTRUCTION \ o J 2 49'E 14.98' 04 FILTER AND FABRIC FENCE TO BE I \ LJJ INSTALLED AROUND THE EXISTING \ W WATER FEATURES. ONCE GRADING _ HAS COMPLETED, TESC FENCING � I / LOT LINE �DJUSTMI /� -- W FOR SOUNDkIRS \` \� SHALL MATCH SHOWN LIMITS. \ I W HEADQUARTER \ \ \ \ IMIT `■ LIMI :r•: ; , LIMIT — — — — LIMIT LIMIT — — — LIMIT LIMIT LIMIT LI LIMI / ELEVATION W 1 \ \ I( v h/ / Ti \i I UGA -- - ---------- - ---------- / /\X. 0 11"DECID \ / il/ /////// PROTECT oNDUIr \ \ `\ \ \ 1 // " ;i i\i� ,�� i, IRMMH= 1880' . EXISTING POND \ \ \ INSTALL WEIGHTED PLASTIC 1E(NW)=14.45' 24 CP1- SHEETING UP TO WATER LINE. 141f� //y \ \ \ \ \ \ ADJUST LIMITS AS NEEDED FOR WALL CONSTRUCTION `\ 0 12'DES \\ \\ \\ `\ I/`/ir/ 24'CORRUGATED PLASTIC PIPE SOMY \ \DECI \I \ RIM=20.53' 2 DECID / \ V TOP(NE)=14.77'MANUAL RELEASE DOOR \ \ % CAN NOT SEE ANY OTHER PIPES, / / \ \ , Y , , , I, , , , , , STRUCTURE TOO LARGE TO SEE , � 15"DECID 8"DECID\ 0 -to" 1//1/,4/.1/ \ I \ \ 3" DECID \ `� DAIgID "DECID DE7o DECID `\ I \ I I \ 17 D — 16 ClD 7"DECID \\ I �I I II r T T WATER i E 4� C "\�-� II (I I� I I i I / 0 1Z 11 DECID EEID \ � �\ I I I O 20 \ I I I I J I I I I I I 8' DEL9 i t i oB�BROC' �O 33708 STft, ss�oNaL ��G IDS/IA/13 Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) G E N E R A T 0 R STUDIO COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE (206)343-0460 SEATTLE, WA 98104 www.cplinc.com SURVEYED: WH PACIFIC SCALE: AS SHOWN VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. DESIGNED: DRAWN: JAS ONE INCH CHECKED: WCA AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: TBB 0 10 20 40 111=20' Legend N 79°3306" E - 46.81' PROPERTY LINE LIMIT — — LIMITS OF CONSTRUCTION IS INTERCEPTOR SWALE FILTER FABRIC FENCING ( CONSTRUCTION FENCING TEMPORARY TEMPORARY CONSTRUCTION GATE WEIGHTED PLASTIC 12 SHEETING C2.20 Q Q Q Q U CONSTRUCTION ENTRANCE TEMPOARYY C2 20 i� INLET PROTECTION C`20 6 TREE PROTECTION C 2.20 �^ STRAW WATTLES I� C2.20 — — _ — TEMPORARY SWALE TEMPORARY STORM PIPE WETLAND POTENTIAL STOCKPILE LAYDOWN AREA R-423821 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING r NJanders 05/10/2023 ' SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON TESC PLAN 04/24/20 PAGE: C2.10 SHEET: OF: 21 71 O N N u H H N Q J T M O O N 0— Ir LU z LU U z z_ Q 06 Ir W Q 0 Q w U LL LU 0 z 0 U) LU I— I— Q �W V i co LU Ir LU z LU U z z a �06 vJ IIr LU rr a 0 0 a LU U LL IIr LU 0 z Z) 0 U) LU a LL' vU J A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C2.08 -------------------- I I I I \I I \ r \ __-_-------- 0 7"DECID —_ — -- —---_---_ — ---'� 0 1 » El \\ O 18" DECID \ \ ° 9" DI — 0 10" D ClD 100 YEAR / Q 31 " CON FLOODPLAIN / ) \ v / aNE0 9 DE D o 8" DECI o "DECID 1I" DECID \ ` ELEVATION I \ ° 7" DECID o l 12')DEC \ / / % DECID — ° DECID o 11 " DECID CONC I l /� — /° 7" DECID \ 0 14" DECID 0 8" ECllrb 9" DECID 8" DECI ° 7" DECID � 7" DECID /U I / I (D (D 7" D I \ L \ — 0 11 " DECID 0 8'� DECID ` —\ I 0 12" DECID 8" DECID I 122 DECID / ° 6" ° DECID 7" D D \ / I /— / /l7"D \1 ° 0 13"DECID ° 11" lD I 7" DECID Co 8" DECID ON 08" DECID „ D C o 9" DECJ ° 7" DECID 01. 8" DE¢lD 0 12" DECID CONC CONC 10" DECID 0 7" EOID 8" DECID o 8 kd ° "DE2l� o D DECID o 10" OE l / �3" D I 0 10" DECID ° 8" DECID C / MIT LIMIT 10" DCID 1 \ CV ( / I �`- � \ ° 9" DAD 12" DECID- r ° 8 ClD I / ° DECID N V / \ / J/ � / \ I I ° 9" DECID \ � ° 8" D�'CIDECID V I� r _ ° 8" DE) lD 0 8" DECID W J � o / 7" DECID W i / 12" DECID ° 9" DECID W I / O DECID I J / \ - I / 8" DECID o 8" DECID ° 0 CID I W (/� / ( 9" ECID / I \ / ' ° D�CID I "^�^ o " DE 8" DECI 0 8" DECID ° I l\ \ 6" ECID / I � � ✓ � " � � 8" DECID � I W ) / I / J 9 ECID l (\ 0 10 DECID 0 8 7 LLI W I / \ / / / — i J O / I /� ) I l \ \ o C/ ° 9" DECID o 6" D I 0 \\\ �� I W / I \ I "DEC ° Q 7" DECID L I S 8" DECID U) LIMIT x I ClD I o 12" DECID- - `4_ _f LIMIT � � �� t-LIMIT � � � � LIMIT � � � � � LIMIT I o 0 1 12" DECID L 8" DECID \ Q \ / 8 8 DECID / J I � l 0 11 " D lD° �" DECID 7" DECID _ � ° � 7" D, LL1 LL1 =) I Z I J 0 =:) O `' 7" DECID o £ ;z15DECID I / O 15" DECID / / \ 12" DECID ° 7" DECID �� 7 DE ) \ 0 8" DECID `0 I; �EEID � O 0 ® ECID 6" ECID / \ I 7» 0 8" DEC OJ \ / — V V /\1 / //l \\—// \ I ° 11"DECID /7 /D \ l--_ I O 'DECID Cl D / n�O 21"DECID CONC ` ° / // 0 8" DECID � 7" DECID CONC / 0 ��-T - \ 7„ DECID - - 11 "DECID / / I \ \ / ( 0 12» DECID _ _ \ 0 10" DEC ,/ AY ` ° 7 0 / DEC/ 11 "DECID / (r O / 16" DECID / / \ / \ / — — 10 0 — . p 15" ��/ // I /^\ i I 18"DECI o 12 plD" 1A„ DECID `/ I \ o (9 DE6D �Z"DECID I I 60"\ I 110"ACID \ o D O / 15" DECID / / / �" DECID l - "I"I - p / / / - 1 � DECID I/ 0 12 1DEClD \ 8" ' 'I-\� _ � 8 ECID o 8» 17" DECID / / / / / - / r 17" DECID \I O 14") ECID \ 9 0 j DECID / / / / » DECID O 19" DE / / 1 "DECID I I 0 84� \ ° 8» C/ I "D \ \ ° c, 21„ DE O 25" CAN - / \ I o /0 1o"DEa2 I I 0 8"DECID/ / // \ \ ° 8" DECID I \ 0 DECID / / / / \ 0 10" DECID 12" DECID h 12 `D�CID II 0 D lD \ \ / �r DECID / / \ DECID 0 o I \ J \ \ \ C / O / / / / 13" DECID I o I \ 1 \ 4 3 7" DECID � O 1 / 12'�ECID 17"�EGYD / / / / �I 60" DECID Il o 6" DECID o > D / / / 14" DECID � 1 l l \ DECID / / \ / 16" DECID I I - 11 " D lD \ CONC \ / I / o >> "DECID12 �5010" tee �DEIID 10- DECID / / \ I O 15" CON / / 0 12" E b 1 ' DECID (- / 1 �' D DE�1 ° 10" DECID f�" O 14"DECID DECID / \ O 5" DECID ° 8" DECIDE o 10" ECID / \ n\ / 9" DECID CONC I \ �o' I wA 0 E N 33708 E R A NAL � JA T 0 R 0�� STUDIO COUGH LINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com NO. REVISION BY I DATE I AP P R Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: WH PACIFIC DESIGNED: ML DRAWN: JAS CHECKED: WCA APPROVED: TBB SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M P"RI % CITY OF RENTON Planning/Building/Public Works Dept. 0 10 20 40 111=20' Legend N 79°33'06" E - 46.81PROPERTY LINE — LIMIT — — LIMITS OF CONSTRUCTION IS INTERCEPTOR SWALE FILTER FABRIC FENCING ( 1 C�2.200 CONSTRUCTION FENCING TEMPORARY TEMPORARY CONSTRUCTION GATE WEIGHTED PLASTIC 12 SHEETING C2.20 Q Q Q Q U CONSTRUCTION 1 ENTRANCE TEMPOARYY C2.20 INLET PROTECTION 1 " 1 C2.20 6 TREE PROTECTION CC2C2.20STRAW WATTLES (� C2.20 — — _ — TEMPORARY SWALE TEMPORARY STORM PIPE -_ - - - -_" WETLAND POTENTIAL STOCKPILE LAYDOWN AREA R-423822 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ootk Wanders 05/10/2023 U SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON TESC PLAN 04/24/20,' FIELDBOOK: PAGE DRAWING NO: C2.11 SHEET: OF: 22 71 LO O N N 61 O O i a J T M O O N 0— LU z LU U z z a 06 LU a 0 a LU U LL LU 0 z 0 LU I— I — a LU A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. M ROW W I DocuSign Ernalopa ID:6EECF5B6-6U2A-4E4A-8436-A317AA638878 1' 0" MIN QUARRY SPALLS I (V EXISTING I GROUND 4" MIN ATB SMAX. DRAINAGE GRATE TRIM V ;A DrIpliru GRATE FRAME _ I OVERFLOW BYPASS 0 ROW I � I W 50' M I N I I I JOINTS IN FILTER FABRIC SHALL BE SPLICED AT BELOW INLET DRAT£ DEVICE F_ QUARRY SPALLS 50' MIN ATB I r POSTS. USE STAPLES, WIRE RINGS, OR I I EQUIVALENT TO ATTACH FABRIC TO POSTS s=' SE61MENT AND bE13R1s I � I a°°�o°Doa°oaD°O��oQOO I �--- OD �ao� ooDODoOo° I EQUIVALENT, AGAUGE WIRE, OR FILTERED oo�OO Qo° I 6 rt Temporwy STRENGTH FABRIC USED WATER oOaD�a°O � a�O�Q�oO EQUIVALENT, IF STANDARD W Do�a��oo�oDD°oDo° o�oa I I r �, CMir*Llnknwe N I FILTER FABRIC 2' MIN. Z LUNO Y One SIgI1 Ppr 50 reel _ TRESS�ASSING _ ��- - -/i,/� / - - - - - - - - I % SECTION VIEW EXISTING DRIVEWAY RAMP OR (minim of2slgns} PRO ECfED I 6'MAx. 10 Ft TFIEES I POST SPACING MAY INCREASED I 4"x4" MIN, TRENCH I I 12"MIN. z NOTES: SITE ACCESS ROAD TO 8' IF WIRE BACKININ G IS USED � DRAINAGE GRATE BACKFILL TRENCH WITH NATIVE SOIL L_j IRECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM,TYP.} z_ 1. USE 4" TO 6" QUARRY SPALLS. MATERIAL WITH "FINES" IS NOT ACCEPTABLE. Figure TREE PROTECTION FENCE DETAIL. DRIPLiNE METHOD OR3/4"T01-1/2"WASHED GRAVEL Q 2. THE 50' MINIMUM LENGTH SHALL BE LENGTHENED AS NECESSARY TO INSURE MATERIAL IS NOT TRACKED 2x4"WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT(TYP.) p INTO THE PUBLIC RIGHT-OF-WAY. TREE PROTECTION MEASURES DURING CONSTRUCTION 06 3. THE CONTRACTOR IS RESPONSIBLE FOR THE CONDITION OF THE CURB AND GUTTER. A. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY OVERFLOW BYPASS(TYP) CI) NTS EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL I BELOW INLET GRATE DEVICE Temporary Construction Entrance IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP W LINE OF ANY TREE TO BE RETAINED. NOTES: 1- 1. CONDITIONS OF USE IsoMETitIc VIEW 8" - 10" DIA (`(Pl B. FENCED PROTECTION AREA REQUIRED: PRIOR TO DEVELOPMENT ACTIVITIES, THE APPLICANT SHALL 1.1SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. Q ERECT AND MAINTAIN SIX-FOOT 6' 1.2•. SILTFENCEISNOT INTENDED TOTREAT CONCENTRATED FLOWS, NOR ISITINTENDED TOTREAT SUBSTANTIAL AMOUNTS OFOVERLAND FLOW, ANY CONCENTRATED ( ) HIGH FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. NOTE& \ DRIP LINES OF ALL RETAINED TREES OR AT A DISTANCE SURROUNDING THE TREE EQUAL TO ONE AND 2. DESIGN AND INSTALLATION SPECIFICATIONS I PROTECTION SHALL BE PROVIDED FOR ALL STORM ARAM INLETS DOWNSLOPE AND WITKO 500 FEET OF A DISTURBED OR ONE -QUARTER FEET (1-1/4') FOR EVERY ONE INCH (1") OF TRUNK CALIPER, WHICHEVER IS GREATER, OR CONSTRUCTION AREA. UNLESS THE RUNOFF THAT ENTERS THE CATCH BAST N WILL BE CONVEYED TO A SEDIMENT POND OR TRAP \ 2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. Ai - - - it nrninn-M - A -nr nrnri-I -A- ni Anr nA- ni I A I I ME ni Anrn rani rrr.inik- 2. INLET PROTECTION SHALL BELSED70PROTECT THE DWJNAGESYSTEM. 0 QBE w \\ I/ VARIES 3" - 5" �) VxVx18" STAKE tALVINIU I flC rCRIIVIC 1 CR VE /A 1 RCC rl'CV 1 r_U I IVIN 1 r\MU 1. rL/Ak r_ k,/A CUJ JEIMLL DC rL/1UCU VIN I-CINUHNU EVERY FIFTY FEET (50'). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCE ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. n nnnTCrTlnnl 170n I'MAME /'UANInCO. IC TUC nnAME I rX/CI An Ir% KIIKIr Tn A TnCC Tn DC nonTl-rTE-n IC' Tn ADS(ASTM D4751) 30-100 SIEVE SIZE(0.60-0.15mm) FOR SILT FILM 50-100SIEVE SIZE(0.30-0.15mm)FOR OTHER FABRICS 3. THE CONTRIaLfriNGDRAINAGE AREA MOST NOT SELARGER YHMONE ACRE. •. SIZE THE BELOW INLET GRATE DEVICE(E3GDI FOR THE STORMWATER STRUCTURE 1T WILL SERVICE. 5. TIE BEGU 5I ALL HAYEABUILT-IN HEG FFLOW RELIEF SYSFEMIOVERFLOW BYPASS]. 9. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE GIGO WITHOUT SPILLING THE COLLECTED MATERIAL 7. PERFORM MAMTEwwCEINACCORDANCE WITH STANDARD SPECIFICAT1pad8.0�.31151. WATER PERMITTIVITY(ASTM D4491) 0.02 SEC -'MINIMUM GRAB TENSILE STRENGTH (ASTM Das3z) 100 LBS. MIN. FOR STANDARD STRENGTHF N. FOR EXTRA STRENGTH BRIO GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) ULTRAVIOLET RESISTANCE (ASTM D4355) 70%MIN. 11. I-Il\J I L1-1 I I\JIN I Il\l Ul-\r%UL "I IP11 4l7L0. II I I IL UIlP1UL LL V LL YIUJ VI I VI I NU I V M I IILL I V UL rllll I L.0 I LU IJ 1 V 8. AHY SEDIMENT 1}J THE CATCH BASIN INSERT SFVLLL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THEAVAILABLE BE RAISED, THE APPLICANT SHALL CONSTRUCT DRY ROCK WALL WELL AROUND THE TREE. THE 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED STORAGE THE FILTER MEDIA FOR THE INSERT SHALL BE CLFiNE13 OR REPLACED AT LEAST MONTHLY, \ \ ?sV FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. LL DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREE'S DRIP LINE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V UNLLSS OTHERWISE NpTEP, DRAWING R NOT TO W-AM(WrSl N 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. STD. PLAN - 216,30 2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. PUBLIC WORKSw D. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE: THE APPLICANT MAY NOT INSTALL 3. MAINTENANCE STANDARDS DEPARTMENT CATCH BASIN INSERT �GI�IZ 9/28/2018 I .45 AE w IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. \ RETAINED. 3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. tiu.wmr�...w� E41TE Q 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 61NCHES HIGH. z E. RESTRICTIONS ON GRINDING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUND 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. A IANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREA: (1) 0 THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (2) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE-HALF FEET (1-1/2') IN DIAMETER FOR EACH ONE INCH (1") OF TREE CALIPER. A LARGER TREE I � PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS MAY REQUIRED. uNLFssorHERwISFNOTFD,DRAwINelsNorroscALF(Nrs) NTS LU � PUBLIC WORKS PRO D. 1DR) STD. PLAN - 214.00 Catch Basin Insert F. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY DEPARTMENT SILT FENCE GAZ 9/28/2018 AND EVENLY WITH MINIMUM OF THREE INCHES (3") OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED IF THE MULCH WILL ADVERSELY AFFECT Nbli, W,,k, Admi"ietram DATE Q NOTES: PROTECTED GROUND COVER PLANTS. TOE IN SHEETING IN 4"x4" BUILDING PAD w 1. STRAW WATTLE/ROLL SHALL BE MANUFACTURED FROM RICE STRAW AND WRAPPED IN TUBULAR PLASTIC TRENCH A MINIMUM OF 8' 10' MAX CONVEY RUNOFF TO G. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A CERTIFIED ARBORIST NETTING. NETTING SHALL HAVE A STRAND THICKNESS OF 0.03" AND A KNOT THICKNESS OF 0.055 AND A OR LICENSED LANDSCAPE ARCHITECT TO ENSURE TREES ARE PROTECTED FROM DEVE,LOPMENT SETBACK FROM TOP OF APPROVED LOCATION WEIGHT OF 0.35 OZ PER FOOT AND SHALL BE MADE FROM 85% HDPE, 14% ETHYL VINYL ACETATE AND 1 % ACTIVITIES AND/OR TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANY SLOPE. BACKFILL WITH COLOR FOR UV INHIBITION. TREES AND GROUND COVER THAT ARE TO BE RETAINED. WASHED ROCK MIN 4' SETBACK 2. STRAW WATTLE/ROLL INSTALLATION REQUIRED THE PLACEMENT AND SECURE STAKING OF THE FROM TOP OF SLOPE WATTLE/ROLL IN A TRENCH, 3"-5" (VARIES) DEEP, DUG ON CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND WATTLE/ROLL. 10' MAX 3. STRAW WATTLE/ROLLS MUST BE PLACED ALONG SLOPE CONTOURS. NTS ITS NTS Straw Wattle 5 Tree Protection 6 Silt Fence 7 3" FLEXIBLE SUCTION LINE. SUSPEND INTAKE T MIN END 6" BELOW DESIGN WATER SURFACE 12'xl 2'x3'DEEP SUMP W/ 2:1 SIDE SLOPES. 6" DIA PVC DRAIN LINE. (DRAIN WASH AREA INTO SUMP, OUTFLOW LINE SUMP W/ 12 MIL SHEET PLASTIC. MAINTAINS 12" OF WATER DURING RECIRCULATION) V OVERFLOW DEPTH CHANNEL IF NOTES: GAS POWERED LINE PUMP (3" DISCHARGE). V D4' MINEPTH 2" - 4" ROCK ri CONSTRUCTED BY TERMINATE AT LEVEL AREA. FOLD 2' SETTLING DEPTH EXCAVATION UNDER 4" AND STAPLE AT 12" INTERVALS PROVIDE ENERGY DISSIPATION SPRAY NOZZLE FORMED BY DRILLING THREE M 2" DIA PVC OR PE PIPE (PUMP DISCHARGE LINE). 1. USE SOLVENT GLUED JOINTS AND FITTINGS AT TOE WHEN NEEDED 1/4" DIA HOLES IN END OF 2" PVC CAP + CONNECT TO PUMP WITH TRANSITION COUPLING. IN PUMP DISCHARGE LINE/SPRAY MANIFOLD. 17 1 r- �1 FILTER FABRIC NOTES: RADIUS PER 2. PAINT OUTER 2" OF SPRAY ARM ENDS WITH + + PLAN (TYP) 3D(, ORANGE WARNING PAINT. \\A; FENCING 1. TIRES, SANDBAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SHEETING. pIc pq 1.5' SEDIMENT STORAGE 5' MAX 1 1/2" WASHED GRAVEL 2. SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12" AND BE WEIGHTED OR TAPED. 3. FILL TRUCK WASH AND SUMP AREAS WITH 1' DEPTH 3/4" ��po��Dc CLEAN WATER TO DESIGN OPERATING DEPTH. CROSS SECTION �opv�U0c�o0�pD�oDG SUPPLEMENT AS NECESSARY. 3. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MIL. o �oo� poD NTS �Q� �o��oD �UCL OVERFLOW SPILLWAY 4. WASH WATER TO BE DISCHARGED TO 4. DUE TO RAPID RUNOFF CAUSED BY PLASTIC SHEETING, THIS METHOD SHALL NOT BE USED UPSLOPE OF ]� O p��DD O�QDD `SANITARY SEWER OR OTHER APPROVED 6 MIN WIDTH AREAS THAT MIGHT BE ADVERSELY IMPACTED BY CONCENTRATED RUNOFF. WASTE DISCHARGE. = III III Oa �p��o,� ��^� n 5. IF EROSION AT THE TOE OF SLOPE IS LIKELY, A GRAVEL BERM, RIP -RAP, OR OTHER SUITABLE PROTECTION o O Ln �D �pa�y�D> aD�DaD�Coo�c III III III III 0� Oo� a�� - - SHALL BE INSTALLED AT THE TOE OF SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF. ��o + + `moo DDOTCOMapDopGG -III-IIIIIIIIIIIIIII SOD°��oOO-IIIIII III if D�nr`"I j NTSIII opWeighted Plastic Sheeting I �op�D�� I I I I 1.5'SEDIMENTSTORAGE R-423823 ILL. (GE 2' SETTING DEPTH & V DEPTH OF 2" 4" ROCK, IN COMPLIANCE WITH CITY OF RENTON STANDARDS TEMPORARY CONSTRUCTION EXIT 1' DEPTH OF 3/4" 112" WASHED GRAVEL 25'Wx100'L. 2" MIN AC OVER 2" CRUSHED SEDIMENT TRAP OUTLET ROCK OVER 8" QUARRY SPALLS. NTS DEVELOPMENT ENGINEERING r 8"x15' ORANGE PAINT STRIPE NJanders 05/10/2023 2" DIA PVC OR PE PIPE (SPRAY MANIFOLD). ELEVATE 2' ABOVE GRADE. (TYP) TO DIRECT TRAFFIC NOTE: SUPPORT MANIFOLD AND SPRAY ARMS WITH METAL STAKES. THROUGH WASH AREA. 6" DIA HEAVY WALL PVC CASING UNDER CONSTRUCTION ITS MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM NTS � B• EXIT PAVEMENT LPROVIDE INE IN SING. (SLEEVE 2" Construction Vehicle Wheel Wash I O Sediment Tra I I o��Asy! DIA) DISCHARGE LINE THROUGH CASING. P Cj,��, SURVEYED: SCALE: DATE Gz� G E 11r DESIGNED: PACIFIC HORIZONTAL: NAD 1983/1991 CITY OF COUGHLINPORTERLUNDEEN ML As SHOWN VERTICAL: NAVD 1988 SEATTLE SOUNDERS FC HEADQUARTERS 04/24/2023 � &TRAINING CENTER FlELDBOOK: p� �, 33708 E R A STRUCTURAL CIVIL SEISMIC ENGINEERING RENTON DRAWN: JAS RENTON WASHINGTON PAGE: 7 DRAWING N0: GIST 'iL' R WCA ONE INCH DATUM �/ �/ S 801SECONDAVENUE,SUITE900 (206)343-0460 CHECKED: AT FULL SCALE NAL Planning/Building/ Buildin Public Works Dept. TESC DETAILS C2.20 SEATTLE, WA 98104 www.cplinc.com N0. REVISION BY DATE APPR C NOT ONE INCH STUDIO APPROVED: SCALE ACCORDINGLY SHEET: OF: Off TBB 23 71 L J C) N N Al LJ N a J T C) C'7 C) C) C) N 0C LU Z LU CU Z Z a 06 LU Q 0 0 a LU U LL U) IIr LU 0 Z 0 LU LU A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. 00 N O 0 W rr w z W U 0 z z Q rr 06 C/) rr W Q 0 0 Q W U H r C/) rr w 0 z 0 C/) LU Q W U) I I PO FLOOD ' MITIGATION DISCHARGE LOCATION I I �BIOSCAPE STORMWATER TREATMENT FACILITY I I I. I I 9Dx SITE ISTORMWATER I\ I °54' — . 41� \\ N LO FOR SOUNDER \ \ 1 I o HEADQUART€RS G E N E R A T 0 R = STUDIO - COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com 10TV] REVISION Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: WH PACIFIC DESIGNED: ML DRAWN: JAS CHECKED: WCA APPROVED: TBB SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. • Legend N 79°33'06" E - 46.81' PROPERTY LINE ----55— — EX CONTOUR (INDEX) _-,-54-____ EX CONTOUR 55 CONTOUR (INDEX) 54 CONTOUR 55.24 TC 56.78 TW 65.25 SPOT ELEVATION + BC 56.28 A 56.28 VALLEY- - GRADE BREAK WETLAND PROPOSED STORMWATER FEATURE - - - - EXISTING STORMWATER - - - - FEATURE 8'SD SD 8" SD @ xx% STORM DRAINAGE PIPE r L� �v v f] • ❑■co YD/CO/CB/CB 2/MH �SSMH ossco ® SANITARY MH/CO 12" D1 w W 12" DI W WATER MAIN EL � 0 Pl o WV� FD�PIVNWV FH/FDC/PIV/VALVE Ewl ®wM 0 07 WATER VAULT/METER --FTG---- FTG---- FTG- FOOTING DRAIN _ - DRAINAGE SWALE EXISTING STREAM ASPHALT PAVEMENT SYNTHETIC TURF GRASS FLOOD MITIGATION - FRENCH DRAIN qm MEN ROCK OUTFALL PI NOTE: STORM SYSTEM SHALL BE PRIVATE UNLESS OTHERWISE NOTED. R-423824 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING r ° NJanders 05/10/2023 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON OVERALL GRADING & DRAINAGE PLAN 05/01/20 PAGE: C3.00 SHEET: OF: 24 71 0 O N N 61 N a J t' TM ) O O O i N w z w U z z Q 06 Cl) LU a 0 0 w 2 U LL Cl) Er W 0 z 0 C/) LU I — a W A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. 00 co Uj I-_ Ir LU I— z LU U z z_ Q 06 Ir LU I— rr Q 0 0 Q LU U LL W Ir W 0 z 0 LU Q LU W / \V- _\li_ __ AG AREA A (A1=T3� \\II _\li_ LIL WET - LIL I L�IULLl/`f1LIL LIL LIL LIL LIL LIL LIL LIL L� \ \ \ 11i lll/� ill/� Ill/� /Z_ � ill /,� � ill/,�- � lll/,� � lll/,� � ,�- - - - - V_ _Vi_ _�V_ J I_ _III_ LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL L L I sIL LIL LIL LIL LIL LIL LIL LIL LIL � L _ _ I WATER lll/� ill/� ill/� ill/� ill/� III /Z ill/c _ --- - - - - _�li_ _�V_ �V- I _ JI_ _III_ LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL L L LIL LIL AIL LIL 111— �11— �r� — _S871507E 511.31' 7 i77� � itt/� _III_ JV_ LIL LIL LIL AIL LIL LIL LIL LIL LIL LIL LIL LIL LIL L L LI LIL LIL _ _ — / JI_ _III_ _III_ LIL LIL LIL LIL LIL LIL LIL LIL �� IL LIL LIL LIL LIL LIL AIL sIL LIL \ \ iLl/,L 20" DECID \ \ _ _ ill ill/� ill/� ill/� � lll/4- Ji_ _�li_ _�V_ _�V_ _�V_ _�►�_ _�V_ _�V_ Ji_ JV_ _�I �_ _�l i_ ATER _III_ LIL LIL LIL LIL LIL LIL LIL LIB sIL LIL LIL LIL LIL L L ECID LIL LIL LIL LIL LIL LIL LIL LIL LIL I \ \ \ lll/� � ill/Z i_ll/Z_ � ill/� iLL/� il_l/� ill/� lll/� ill/� ill/� lll/Z- _ /Z_ \ �/ 111/Z_ ill/� lll/� ill/4ill/� ill_ /Zlll/� lll/� - _�V_ _�V_ - ill/,Z- � � --- - - - L / _III_ LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL L L I, LIL LIL LIL LIL LIL LIL LIL LIL LIL /,� /,� — \ \ \ _ � i_LL/,� � il_l/<- � ll_l/,� � ill/<- � � � lll/� lll/Z_ ill/� lll/c_ lll/� � --- - - - - - - I \I1 1*L47.83' R=160.00'J1- LO O O N 0 10 20 40 N U 111=20' Legend r N 79'33'06" E — 46.81' PROPERTY LINE CY)O O EX CONTOUR (INDEX) C) — — EX CONTOUR N N 55 CONTOUR (INDEX) Q — 54 CONTOUR J 5524 TC 56.78 TW 65.25 + . BC 56.28 BW 56.28 SPOT ELEVATION RIDGE ---— -- VALLEY GRADE BREAK w w WETLAND O C) PROPOSED STORMWATER FEATURE O EXISTING STORMWATER - - _ - - FEATURE N C/ ] DETENTION SYSTEM N 8'SD Sp 8" SD @ xx% STORM DRAINAGE PIPE G Ir L J � IV 0 • NCO YD/CO/CB/CB 2/MH 12'SS SS 8" 55 L xx% SANITARY SEWER � ill/,c- � ill/� � _ �� =-- --- --- - - I i LIL V �rgL13 AIL I T �SSMH 0SSCO O SANITARY MHICO LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL / I 12" DI W W 12" DI W WATER MAIN \ \ \ _ N ill/ lll/� � ill/c ill/� --- - - - - - - / / I C F FDC� P/0 m �H*FDC`PIVNWV FH/FDC/PIVNALVE - - - p _�li_ SD D02 C 11LII -48" LIL // y�^ V Ewl ®WM WATER VAULT/METER �I _III_ _ _III_ LIL _III_ AIL AIL LIL AIL LIL �Il- _11- LIL AIL AIL \ \ \ / / --FTG ---- FTG ---- FTG- FOOTING DRAIN Ali_ LIL AIL IE=13.2512"(IN)E / � o LIL LIL LIL \ \ \ IE=13.A V2 T)SW �/ / / W /� ill/� ill/c ill/� 111/Z_ ill/Zill/� ill/� j / SQL I W c —_ - \ lll/,�- � lll/� � ,� � ,�- - _ P = / � � DRAINAGE SWALE - - - - _�li_ _�V_ / 17.17 00.� _�V_ _�V_ _�li_ AIL LI L / / 17 � � � � � � � � EXISTING STREAM / ,W _III_ _III_ _III_ _III_ _�I/_ _III_ _III_ LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL W LIL AIL �11- LIL �I L �I L _ _ /� _ / 15" DE�I� ASPHALT PAVEMENT \ \ \ ill/Zlll/� ill/� ill/� lll/� lll/� iLL/� il_l/c ill/� ill/Z_ ill/� /' /Z ill/L --- - - - r 5� �� / / 5 Q SYNTHETIC TURF - / �ao� _�V_ / /' W GRASS LIL LIL / / / _�li_ _III_ _III_ _III_ _III_ _III_ _�V_ LIL LIL LIL LIL LIL LIL / _III- LIL LIL LIL LIL LIL AIL LIL Z FLOOD MITIGATION i 74�15'E 29.22' / / Z CONCRETE RETAINING I0 WALL �- _�II_ /O 15`�DEC / / � / /j' ROCKERY WALL _�li_ _�li_ _III_ _�li_ _III_ _III_ __ LIL AIL �� I � / } _III_ _III_ _III_ _III LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL AIL LIL AIL J PR OS E / �� FRENCH DRAIN ill/� ill/� 111/� /� CQ9EE D E'/ / // ��I --FTG FOOTING DRAIN \ lll/,� � ill/,� � ,c-�' _ - - -- _�V_ _�V_ _�V_ _�V_ / / „ ROCK OUTFACE PAD 0 13 jCoN LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL / L AIL / / / 11 /// o / LIL LIL LIL LIL LIL \ �/ �/Z_ \ 161 LF 12iPVC / .59. .. , NOTE: STORM SYSTEM SHALL BE PRIVATE LU ` / /,� � ill/,c- _— / / / �j _ �� —j / . � UNLESS OTHERWISE NOTED. DE �� ( _\li- o / 13"/�/ / z NOTE: STORM SYSTEM SHALL HAVE OPEN LU � f 24GRATE (HERRINGBONE), LINO V LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL / 4E-- 21.50 LIL LIL 6" DEC/D � lll/,c- lll/Z- ill/�� o'� o/ 1 AIL LIL AIL / � _III_ _III_ LIL _III_ AIL _III_ 11L _III_ LIL AIL AIL LIL LIL / / , / / / r / 9.7�/// LIL LI1- AIL AIL LIL / / / 100 POND "A" / o / �'�EC�/\d/ // �// WETLAND /� jS 03 CB TYPE N'- 4 " ; j / / // BUFFER 1 - 83 212- 12.4 11 E IL LIL LIL LIL AIL LIL LIL LIL LIL LIL LIL LIL 12" LIL � /,Z_ _ r- �— WATER 1/ 4 — LIL LIL LIL LIL /T A2 29" DECIB' LIL LIL LIL LIL LIL LIL LIL LIL LIL / •• o / 13„ / / / / UNDER FIELD DRAINAGE PER TEST PIT A��I �_ / I __ / / , / /'/ / / .�/ _ — \ ti FIELD DESIGNER R 42 3 8 5 LIL LIL LIL LIL LIL LIL LIL / L L LIL LIL AIL LIL AIL AIL / � ' � / IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1 ' DECID / l \ ill/� 111/� ill/Z_ ill/< ill/� ill/� /� / / // / — I DEVELOPMENT ENGINEERING r WETLAND FLAG AREA A (AI—A31) _III_ l // // �i 21.50 ��/ -, Ali_ _�li_ _�li_ NJanders 05/10/2023 _�li_ _�li_ EMUrFqmm Ifs / '% CONTINUED - SEE SHEET C3.04 O� oBWBR��. �Q 33708 9' �/01/�� Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) E R A T 0 R STUDIO COUGH LINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING SEATTLE,, WA 98 04E, SUITE 900 (wwwcpMc.com SURVEYED: W H PACIFIC SCALE: AS SHOWN VERTICAL: NAVD 1988 HORIZONTALNA : D 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. DESIGNED: DRAWN: JAS ONE INCH CHECKED: WCA AT FULL IF NOT ONE NCH SCALE ACCORDINGLY NO. REVISION BY DATE AP P R APPROVED: SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON GRADING & DRAINGE PLAN z z_ Q 06 oc LU Q 0 0 Q W 2 U LL 0 LU 0 z 0 DATE: 05/01 /2023 L1J FIELDBOOK: J PAGE: DRAWING NO: C3.01 Q SHEET: OF: 25 71 W U) A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. 00 co i 0 Uj O 14 CON / \ \ \ \ \ 1g1VLJ=1O.JU o ui Ism p I UTILITY EASEMENT AFN.• 9903231472- / � O 74�'� / I V I I SSMH / ` / I RIM=20.18' \ SDMH / / FLAG POLES (x3}— � I 1E(E)=3.38' 10-DI ( RIM=19.72' l lE(S)=3.62' 8 Dl SSx SSx. O 12" ClD U / j 31 / lD / IE(E)=95.90' 12 PVC ,< - I I I 9" DECID C/\ I\ O ,nLU 5.GRASS I 13DECID 1 O p x SDx SE SD-SDx SDx � -- z L l »CON v�� 1ASPDECIDH x ✓ X`---- --- u) LU - _ 01 / "\ I \ // / / / NO PARKING NO PARKING NO PARKING U 43. 6' r� } \ S 3 8" DECID I / m � �} / ID SDCB ly / RIM=15.768 6" PERF. PVC / / RIM=16.90' _ x Z I �I / 0 0 12 DEC%D /U ,23, 'FJID// /' IE(W)=1552' 4rVC 1 r �k — — _ _ _ _ (U)n ( O 15" DECIb / / Q �� 5.92 f I / SDCB / MATCH EX 7 C I ° 12" DECID i �O+i l / / x� RIM=19.57' x 1, O 12" DErYD , I l / / UU)) I I �I I 1 I / P_/� O I Z22- �ECID I ASPH o 8" SDCB DEW 15.60' It ` �, 6" PERF. PVC I ( L \ �14°DECID O 14" DECID O 14�Q O 12, DL`CID O / ' I I \ I I I � � / / 14" DECID 8" DECID � _0 12 "" CON I I 6" II I� I I I I I SDMH MM=19.72' — — J I \ �E(W)=15.92' 12'PVC IN7AIRLINE — - / GRADE / � I i / / „ �,x / � I i o 10 DECID W I ( 4"D&w 15.8 1/W13 .69 ° MATCH EX / / / s'} � Ir ��" GRADE / /0 10" DECID / / / /$ -�rt ,i-�\ \ / U) h -\ /_ ,- LU ' k01 i6.84 O 14" DECID y l / / / SDMH x / — / I PLANTER 1 °oo °oo (/ l / / / � / / 0 10" DEIlD RIM-20.49' i t� woo I \ ) ° 1 �a SDCB / — J lE(N)=1516' 12 PVC / I / U) Q R1M=15.88, ' O� / / 0 10" CON / - " I / y\VA1 g I \ / (n CONC y 6" PERF. PVC } / i I STORM RUN IE=15.1 12 (OUT)SW \il I ` / o WHEEL INTERCEPT AND / SEE SHEE 0 / / / \ T + CONNECT TO EX STORM D01A C TYPE I c� 14"DECID RI / Q I Oc,// - i \ RIM=18.37/ I / } //; �/�rq� IE=14.3912"(IN i\W\� / Uj 6" N / k 4 IE=14.3912"(OU SW j / o U � 'POND �� / woo � \�1// 43` 1 510 /_ I --I----- O + i IM=16.60' - ' 0 12" DECID ILLM '/ /x / - 3.95 12'PVC llWl� � V ly \ 6" PERF _� 19.23 S H 19.39 RlM=251 47 - �- �1!• p[ W W I 1 '> LU i ( / 19.21 0 = - IE=16.051 (OUT S \ / o\o STORM RUN 1 Dx z + - SEE SHEET x = W OW / E= I )N \ 1.4%. �'RO14zOSE' : i/� = 3. 0 x2' <5 6 L`F 12��.RVCz@ . I-FIEk�D GATE' p \�< < �,\/ / I J W PSe� �' 5 \/ E { 21.4 I _--- ------ — I LU I I I 1 J L I\ I a r UNDER FIELD DRAINAGE PER FIELD DESIGNER 1 \ I \ �\ I 1 I I ❑ /% / FINISHED GRADE OF FIELD = 21.5 \ \ ' I I (.. /. � \ III .- I...... . I•---•-•-- -• - CONTINUED - SEE SHEET C3.05 O� oBBR0 W��. �Q 33708 9' �/0\/�� G E N COUGH LINPORTERLUNDEEN E R A STRUCTURAL CIVIL SEISMIC ENGINEERING T 0 R 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com - STUDIO NO. REVISION STOPS 20.49 \ / MATCH EX ° 0 GRADE xo e cn oe0.63 o IM M on / 0 0 0 0 o W u) W — SDx SDx SDx SDx SDx SDx SDx SDx co SDx SDx SDx AWING °S � W W O O O �HANDICAP Cn j BUILDING - W ` SDMH RIM=19.72' Z IE(W)=1522' 12TI I Z If(E)=1522' 12'DI IO R57.71 I V J I I I 3 1901 OAKESDALE AVE SW � BUILDING 25-20 59,752 SOFT BIDING L �7' J .8' O I I I I I J I I cw BUILDING BUS` 0 25-20 5Q 75 59,752 SO.fT. NMI NUNN NUNN NUNN NUNN NUNN Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: SCALE: W H PACIFIC VERTICAL: NAVD 1988 AS SHOWN HORIZONTAL: NAD 1983/1991 CITY OF DESIGNED: ML RENTON DRAWN: ` JAS ONE INCH DATUM CHECKED�CA AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY TBB 0 10 20 40 111=20' Legend N 79'33'06" E - 46.81' PROPERTY LINE EX CONTOUR (INDEX) - - EX CONTOUR 55 CONTOUR (INDEX) 54 CONTOUR - 55.24 TC 56.78 TW 65.25 + BC 56.28 BW 56.28 SPOT ELEVATION RIDGE ---- -- VALLEY GRADE BREAK 3-_;3Z 3Z WETLAND PROPOSED STORMWATER FEATURE _ .. _ .. - EXISTING STORMWATER - - - - - FEATURE C/ ] DETENTION SYSTEM 8'SD SD 8" SD @ xx% STORM DRAINAGE PIPE L J `L V G F- � ❑ on OO YD/CO/CB/CB 2/MH 12'SS SS 8" 55 L xx% SANITARY SEWER �SSMH OSSCO O 0 SANITARY MH/CO 12" DI W w 12" DI W WATER MAIN F FDCO Pl0 1'_F PIVNWV FH/FDC/PIV/VALVE ®WM 0 Ewl WATER VAULT/METER --FTG ---- FTG ---- FTG- FOOTING DRAIN /- <1 DRAINAGE SWALE EXISTING STREAM ASPHALT PAVEMENT SYNTHETIC TURF GRASS FLOOD MITIGATION CONCRETE RETAINING WALL ROCKERY WALL - FRENCH DRAIN --FTG- FOOTING DRAIN inmm ROCK OUTFACE PAD NOTE: STORM SYSTEM SHALL BE PRIVATE UNLESS OTHERWISE NOTED. NOTE: STORM SYSTEM SHALL HAVE OPEN GRATE (HERRINGBONE), UNO R-423826 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING r NJanders 05/10/2023 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON GRADING & DRAINGE PLAN 05/01 /20 PAGE: C3.02 SHEET: 2 6 OF: 71 LO O N N U N Q J T M O O N oC LU z W U z z Q r06 V ) Ir LU Q 0 Q LU U ILL LU 0 z 0 U) LU I— LU U) 00 i w rr w z w rU� V z Z Q rr 06 rr w rr Q 0 Q w U H W w 0 z 0 U) LU Q w W A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C3.01 AIL AIL AIL L � � lll/� � lll/� � 111/,� � LLL/.�- � L11/� � Ill/� � lll/,�- / h / / Q �/ 1 DECID " _�I/ / -�I� DECID — �IL AIL x x x x ❑❑ ❑❑ / U) Cl) U) �/� �/� �(/� 1J1/� �/� - L //� // ' UNDER FIELD DRAINAGE lll/�111/� -_ - - - - - - / / / �. PER FIELD DESIGNER o o x o-L-----__�-- - — — — — — — — -16— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — f4JBECID--------------- �— 2�ECIB--- --- — 14" DECID O - \ -- O 15 DECID -- ` 0 11 " DECID o 13 DEC? — 0 10 DECID o 10�zEEID — ---- ��—�—---J��_-29--- ---------`-- — N O 15" DECID — — — — —0 0 �-Q — TIANDRA/t- o - _ �' DECID--19------ .� HgN�q{L- — — ❑� / — — 1 0 12" DECID - -- -------1-------- 4'71/C� 1AULT N ' — 12 DEC l� — — — — — WIRE FENCE \ f �' I ( o Cn 0 U) --------------------------------- ------------------------------------ WA TER WETLAND FLAG AREA B (81-B18) O� oBBR0 W��. �Q 33708 9' /o\ FLOODPLAIN MITIGATION OUTFALL IE=11.70 24" FLOOD MITIGATION PIPE, PROTECT WESTERN END FROM DEBRIS AND ANIMAL ENTRANCE SEE DETAIL ;� C3.20 TYPE I CB AS DISCHARGE STRUCTURE. RIM MATCHES BIOSCAPE MEDIA SURFACE ELEVATION. INLET SUBMERGED TO TRAP SEDIMENT AND ACT AS ENERGY DISSIPATOR. PROVIDE SOLID LID PER DETAIL 2 CLEANOUT WITH C3.20 ' CONCRETE COLLAR. RIM TO BE 6-INCHES ABOVE BIOSCAPE MEDIA # 56 SDCO i RIM=15.20 IE=12.50 6"(OUT)S FILTERRA BIOSCAPE PLANTER, / WITH MEDIA TYPE AND DEPTH / CONFORMING TO ECOLOGY STANDARDS. PROVIDE 6-INCH PERFORATED UNDERDRAIN AS SD A06 CB TYPE I SHOWN. SEE DETAIL RIM=15.20 C3.21 IE=12.20 6"(IN)N IE=12.20 6"(IN)S ly IE=12.20 18"(OUT)W ' 18" BIOSCAPE OUTFALL ' IE=12.04 / PROTECT WESTERN END FROM ( ' DEBRIS AND ANIMAL ENTRANCE SEE DETAIL 48 LF 18" PVC @ 0 % ' 0 E N E R A T 0 R - STUDIO - STORM RUN 3 O 21 " DID p 16" CON / I �11"DECID / / S89'58'50"W 214.66' ' —� 21.50 5243 9 „ ' — — AFN.• 9903231472 rt 7 / I 1 SDD04CBTYPEII-48" FINISHED GRADE OF FIELD = 21.5 / RIM=19.34— IE=11.5512" 1N)NE `IE=1fi.5512"(OU`f)SW- \ INTERCEPT AND E- - CONNECT TO EX STORM 1141) E- - - - - - - - — - — — —_ — — — ch LU w U) SD A03 CB TYPE II - 48" ( - / W RIM=19.95 / \ \ \ / LJJ IE=15.6318"(IN)E IE=15.6318"��(cO;;IU�T)CS; ``pp _' - - - - — — — j — — — — I � J E NN�I�PWP R-' STORM RUN 4 W RIM=21.50 SEE SHEET j / IE=14.70 24"(OUT)W C3.31 - W/ SOLID LOCKING LID —Z56 LF T8"-PVC a-.2% Z - - — - _ - — - _ - — - _ - — - _ - - - — - _ - — - _ - — - _ - — - _ - — - _ - — - _ - — - _ - — - _ - — - _ - — - _ - — - _ - Z MEMO MEN MOOMMEM MEN M soon no MENNEN 0 MEN OEM mmmm mmmm mmmmmm M MMmMMM11 Im"I" MEMO MEE MEE IN" I M M M M M M ME m Immmm 11 IN", MEE ON, MMMMM EMENE, ME \00", mmmmm ME am MMMEMM Ell M """EMME MEMMEMEMEM OMEN 0 10,01 MEN MME No ONE ffill ON MEN ON 0 ON M MEN 0 ME E M No 0 0 M I m NUMMEMEMEM 0 11 MOMMEME MEN MENEM 0 OEM MEN -N msni\ ME ME so MEN ME IDE OEM 1: IN M M, M E� 10 MEN MIMMEMEM111 Ew I CONTINUED - SEE SHEET C3.07 COUGH LINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com NO. REVISION Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: SCALE: W H PACIFIC VERTICAL: NAVD 1988 DESIGNED: AS SHOWN HORIZONTAL: NAD 1983/1991 CITY OF ML RENTON DRAWN: � JAS ONE INCH DATUM CHECKED: CA AT FULL SCALE Planning/Building/Public Works Dept. VY IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY TBB LO O 14'A , VL O N 0 10 20 40 N U 111=20' Legend r N 79'33'06" E - 46.81' PROPERTY LINE ICY) O EX CONTOUR (INDEX) O O - - EX CONTOUR N N 55 CONTOUR (INDEX) Q - 54 CONTOUR J 55.24 TC 56.78 TW 65.25 + BC 56.28 BW 56.28 SPOT ELEVATION RIDGE ---- -- VALLEY GRADE BREAK w w WETLAND O ICY)PROPOSED STORMWATER FEATURE O EXISTING STORMWATER O - - _ - - C/ ] FEATURE DETENTION SYSTEM N N 8'SD Sp 81 SD @ xx% STORM DRAINAGE PIPE L J � � men 00 YD/CO/CB/CB 21MH 12'SS SS 8" 55 (0_)xx% SANITARY SEWER �SSMH oSSCO O 0 SANITARY MH/CO 12' DI W w 12" DI W WATER MAIN FH FDC� Pl o " R* PIVNWV FH/FDCIPIVNALVE E ®WM 0 FM WATER VAULT/METER --FTG ---- FTG ---- FTG- FOOTING DRAIN /- <1 DRAINAGE SWALE EXISTING STREAM ASPHALT PAVEMENT SYNTHETIC TURF GRASS FLOOD MITIGATION CONCRETE RETAINING WALL ROCKERY WALL - FRENCH DRAIN --FTG- FOOTING DRAIN inP" ROCK OUTFACE PAD w NOTE: STORM SYSTEM SHALL BE PRIVATE UNLESS OTHERWISE NOTED. z NOTE: STORM SYSTEM SHALL HAVE OPEN w GRATE (HERRINGBONE), LINO U Z z Q 06 w Q 0 Q R-423827 = IN COMPLIANCE WITH CITY OF RENTON STANDARDS V U- DEVELOPMENT ENGINEERING r (f) NJanders 05/10/2023 10� W 0 z 0 SEATTLE SOUNDERS FC HEADQUARTERS DATE: 05/01/2023 LJJ & TRAINING CENTER FIELDBOOK: RENTON, WASHINGTON PAGE: DRAWING NO: GRADING & C3.04 Q DRAINGE PLAN SHEET: OF: 27 71 W U) A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C3.02 CID-� �- �- �/ / �'\1 \\ / I ..I........ SDCB co - / �- _ - z , , .. RIM-21.24' - - - - "�'.'.'.'.'.'• _ IE(W)=20.49' 4 PVC 1901 OAKESDALE AVE SW ..I. .......I.......... I IE(S)=20.39' 6'PVC SEE ARCHITECTURAL � / � / /•..f.�.�.�.�.•.•.•.f.�.�.�.�.....�.� lE(E)=20.49' 4 P�" SDCB- _f.... • • • f.... • • • •.. I PLANS FOR BUILDING RIM=20.99' -- Q - r - - \ \ \ / v - j % _ ' 4� ....... ......... ADDITIONS lE(S)=20.19' 6'Pt/C 277.7' :I:f:....... f .......... C O \ \ �j . I II f . I .. ........ ......... "J SDx SDx COVERED CWUNDER FIELD DRAINAGE - / / , j I I f. ..........I ................... n IRRG PER FIELD DESIGNER i - ` t/ � I / / l / I I f........f.......... I P- -M• XMMIIW}TDx SDx SDx SDx SDx SDx SDx SDx SDx SDx _ _ _f........f......... FINISHED GRADE OF FIELD = 21.5 " \ ` \ ' ^ - \ Ir / / / /� I ) I I I . I 4B2'1 % _ VIED _ COVERED R1M=20.73' 111 / \`/� , ' �� \� ,/ // �/ I II I' :I'�' z z z COULD NOT OPEN IW /` 4SDB.z ��'� ,�� 1 I I f� E )= Z S89°58'S01N 250.98_ _ _ _ _ I a- I' �V89 58 5C I I- I-.-.-.-.-...L------- - - - - -- .-.-.-.-.-.__(�---- I. 06 Er \ I I I 1%f=20.16 W �- W SEP. go \\ I I I I BC 20.40 - U I I \ I I l � (I � I I • C H I 1 1 \ I I \ I II-:-:-:- w W I I I \\ I I \ I I I I\ ) I I I ... BC 20.60 0 2I I \ I I / I I.:.:.:. Cn z LU I SD A02 CB TYPE II - 48" SD A01 CB TYPE II - 48" W \ RIM=21.00 / I I I `� RIM=21.00 1 0 I IE=16.2718"(IN)E_ _ IE=16.85 8"(IN)N _I Cl) I IE=16.85 8"(IN)N / \ IE=16.85 8"(IN)S Lij IE 16.85 8"(IN)S IE=16.8518"(OUT)W ,J LJJ IE=16.2718"(OUT)W I I W/ SOLID LOCKING LID\ W/ SOLID LOCKING LID , Le 233 LF 18" PVC @ 0.2% - - - - - - - - - - - , I ' ' ' ' TC 21.16 BC 20.66 LU 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - , V -� � _-----------------------------------------� ------------\---- / I \ \ - I I a I 100, I I I I ASPH J �r _ I �I I SOC CD I I // / I I �\ I \\ I I 20.1 0 _\ � _ _ _ d ,I �. -1 -. -.�. II / / ?\ / // / ✓ I \ \\ I I I �\ ' TC21.17 � -.-. I - -.-.- J I I I _ � / I BC 20.67 I,I I I I I ICI I I I I �� II L co SD'- �-.-.- -. I.- I 20.1 o i Q - / - - I - - ,-r-, - - -7 - • - • - - - �-I �- 0 II -� / I I I-/l -III L' I �( I�//- II 2r TC20.51 I II I ; � I I •I / \ I �`- � � � -I w BC 20.51 o \�_ I x FINISHED GRADE OF FIELD = 21.5 ) ( I I TC 21.04 III UNDER FIELD DRAINAGE �' / ✓ / (/ �� I , PER FIELD DESIGNER 1 I x CONTINUED - SEE SHEET C3.0E B. BRO wa�� ti �Q 33708 ��SIONAL E�� /0\/�� G E N COUGH LINPORTERLUNDEEN E R A STRUCTURAL CIVIL SEISMIC ENGINEERING T 0 R 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com = STUDIO ;Dx� SDx SDx SDx �- SDx SDCB SDx SDx x - - - < R1M=20.16' - - TC 21.14 TC 21.01 I 1E77=17.06' 12'PVC BC 20.64 BC 20.�1 i� W ! �IWII ��■ Wx cn i TC 21.07 x SC 20.57 TC 21.75 BC 21.25 TC 21.81Cn I �_ BC 21.31 J o x I BC 20.62 x II IIx Cn x I v x SDCB RIY=20.16' IE(W)=17.52' 6 PVC I j rOP(E)=18.15 CD LLLJ X _j v I x cn I II� TC 21.06 TC 20.99 x o7 BC 20.56 BC 20.49 x Izi Cn x (n I x v I x I � I Cn x I H In I x I v 0 ASPH v v x Oco [co I I �' • I o 1C0 x I7,;I _ t= TC 20.99 TC 20.86 BC 20.49 BC 20.3 SDCB RIM=20.17' o I lE(E)=17.776CONCI I II I C Cn x - I C v I � (n x J 0 I I I I I I I 0 II v � x co I C I 0 SDMH 0 / 0 R1M=20.43' t=t_ o TC 21.04 Cw C 20.9 /E(N)=14.96' 12 PVC I -j N BC 20.54 C 20.48 lE(S)=14.96' 12'PVC I C I cn x o I I� II +BC1.72 BC 20.51 x TC 21.75 BC 21.25 LB%" C 20.91 J SDx x SDx- ASPH ...... -- ...... -- ...... Wx 3E Wx Wx C Cn SDCB 0 RIM=20.18' IE(S)=17.14' 12 PVC SDCB I RIM=20.10' D7 0 17.31' 6'CONC 0 o, 0 x SDCB RIM=20.09' 17.28' 61CONC 0 ASPH Cn 0 BOLLARDS o CW o , \ I RIM=20.21 ' IE(W)=10.39' 24 CONCI lE E=10.39' 24 CONC -x SDx SDx Wx 0 SDCB RIM=20.30' IE(E)=15.53' 6 CONC Cn v x v x 0 SDMH SDCB RIY=20.37' RIM=20.14' 15.71 ' 12'PVC x 1E(E)=17.32' 6'CONC 15.65' 12'PVC I Cn x 0 SDCL v II Oco �co 0co 000 •co 0co Wx Wx x F.-.-.-. SDCB RIM=20.07' x IF(S)=16.86' 12'PVC I I I� I� Co') SDCB I U RIY=20.12' IE(E)=17.33' 6'CONC I W LU LU LU I� ''^ I V/ I to LU SDCB Z RIY=20.13' 1E(E)=17.39' 61CONC I Z V I ASPh I I I SDCB I RIM=20.10' I SDCB RIM=20.10' IE(E)=17.29' 6'CONC I SDMH RIY=20.28' IE(N)=15.08' 12 PVC IE S=14.95' 12'PVC IE(E)=17.42' 6 PVC I I I I SDCB R1M=20.11' Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: H PACIFIC SCALE. HORIZONTAL- r oVD 1988ss� DESIGNED: AS SHOWN o CITY OF ML RENTON DRAWN: IRI JAS ONE INCH DATU M CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. WCA IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: TBB SCALE ACCORDINGLY LO 14'A 'VL O O N 0 10 20 40 N U 1 "=20' Legend r N 79°33'06" E - 46.81' PROPERTY LINE � EX CONTOUR (INDEX) C) O - - EX CONTOUR N N 55 CONTOUR (INDEX) Q - 54 CONTOUR J 55.24 TC 56.78 TW 65.25 + BC 56.28 BW 56.28 SPOT ELEVATION RIDGE ---- -- VALLEY GRADE BREAK w w WETLAND O M PROPOSED STORMWATER C)FEATURE C) EXISTING STORMWATER - - _ - - E_/:/��=7: ] FEATURE DETENTION SYSTEM N N 8'SD Sp 8" SD @ xx% STORM DRAINAGE PIPE L _J _. 0 • ■❑ ■ IO YD/CO/CB/CB 21MH 12'SS SS le 8" 55 (0_)xx% SANITARY SEWER �SSMH OSSCO O 0 SANITARY MH/CO 12" DI W W 12 DI W WATER MAIN FH FDC� Plo " �R* PIVNWV FH/FDCIPIVNALVE Ewl ®WM C WATER VAULT/METER --FTG ---- FTG ---- FTG- FOOTING DRAIN /- <1 DRAINAGE SWALE EXISTING STREAM ASPHALT PAVEMENT SYNTHETIC TURF GRASS FLOOD MITIGATION CONCRETE RETAINING WALL ROCKERY WALL - FRENCH DRAIN --FTG- FOOTING DRAIN inmm ROCK OUTFACE PAD w NOTE: STORM SYSTEM SHALL BE PRIVATE UNLESS OTHERWISE NOTED. z NOTE: STORM SYSTEM SHALL HAVE OPEN w GRATE (HERRINGBONE), LINO U z z Q o� 06 IIr LU o� Q Q R-423828 = IN COMPLIANCE WITH CITY OF RENTON STANDARDS V DEVELOPMENT ENGINEERING Ootk U_ 0 Wanders 05/10/2023 0� LU 0 z 0 SEATTLE SOUNDERS FC HEADQUARTERS DATE: 05/01/2023 LU & TRAINING CENTER FIELDBOOK: RENTON, WASHINGTON PAGE:DRAWING NO: GRADING & C3.05 Q DRAINGE PLAN SHEET: OF: 28 71 W U) ---------- co Co CLEANI N COLLAI �i ABOVE O 0 W SD B04 C RIM=17.7 IE=15.21 W/ SOLI[ w I— z w 0 r V z z Q 06 Ir w I— Q V 0 Q w U H SDMH RIM TO MP V) GRADE. SDMH IE Ir EXISTING INVERT w AND VERIFY EXI; 0 LOCATION AND If INSTALLING ANY z SD C07 CB TYPE II - 48" O RIM=12.20 U) IE=8.95 24"(IN)SE w W/ SOLID LOCKING LID J C I I Q w Cn 24" F PRO- DEBF SEE SDx FLOOC OUTFP IE=11.7 24" FL00[ PROTECT DEBRIS AI SEE DETA \ \ \ 1 " DECIDpi_ \ \ 5 14" lD \ \ \ \ CO �Q 33708 ��SIONAL ��ti� /o\ G E N E R A T 0 R - STUDIO - COUGH LINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C3.04 CONTINUED - SEE SHEET C3.10 NO. REVISION 0 10 20 40 111=20' Legend N 79°33'06" E - 46.81' PROPERTY LINE EX CONTOUR (INDEX) - - EX CONTOUR 55 CONTOUR (INDEX) 54 CONTOUR 5524 TC 56.78 TW 65.25 + . BC 56.28 BW 56.28 SPOT ELEVATION RIDGE ---- -- VALLEY GRADE BREAK WETLAND W W PROPOSED STORMWATER FEATURE EXISTING STORMWATER - - - - FEATURE C] DETENTION SYSTEM 8"SD SD 8" SD @ xx% STORM DRAINAGE PIPE L J `E _- ' r , � r ❑� • ■❑ ■OOO YD/CO/CB/CB 2/MH 12'ss SS 8" 55 L xx% SANITARY SEWER �SSMH oSSCO O 0 SANITARY MH/CO 12" DI W W 12" DI W WATER MAIN 00 C FH FDC PIV wV FDC WV o D4 FH* PIVH FH/FDC/PIVNALVE (� ®wM 0FE El WATER VAULT/METER ~ W --FTC ---- FTC ---- FTC- FOOTING DRAIN W — _ - DRAINAGE SWALE W EXISTING STREAM W Cn ASPHALT PAVEMENT 0 SYNTHETIC TURF W GRASS Z FLOOD MITIGATION H Z CONCRETE RETAINING WALL O V ROCKERY WALL FRENCH DRAIN Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: WH PACIFIC DESIGNED: M L DRAWN: JAS CHECKED: WCA APPROVED: TBB SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. FOOTINGDRAIN ROCK OUTFALL PAD NOTE: STORM SYSTEM SHALL BE PRIVATE UNLESS OTHERWISE NOTED. NOTE: STORM SYSTEM SHALL HAVE OPEN GRATE (HERRINGBONE), UNO R-423829 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING r NJanders 05/10/2023 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON GRADING & DRAINGE PLAN 05/01/20 PAGE: C3.07 SHEET. OF: 29 71 0 N N u N N Q J T M O O O N Ir W z w U z z Q 06 IIr w Q 0 Q W 2 U LL W 0 z 0 07 LU I— W U) A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C3.05 ��1111- �, �Cn�IN 1EE=16.38T6 CY) CO \/. I I TC 20.92 Ir J BC 20.CD 42 l �2o.a ' o rc21.ss Bc21.10 )DCB o x II _ - �(� _� - - -rlr . ` 1l5i96 W S BC 21.38 I �, , IF(E)=15.59/' 6"CONC I I 1 / I I TC 21.01 BC 20.51 H li I I I I I I / U , ,�,�,, TC21.00 coI I FINISHED GRADE OF FIELD = 21.5 \ , ° }, �i ,',� BC20.50 II I I - (Oxn I - 1 I / / I / I °: - I TC20.99 / I I I I I T �- BC 20.49TC 21.53 I BC 21.03 I 1• BC 20.51 • cn Co / - - co II LU v 111� I I I I\/ I) �l I /� I � I � (I � I I o I ASPH x I fir- � I I I I I I I I \ II ASPH , • � Z_co s0c6 rco (,� I I I I I I I (n RIM=20.17' co x IE(E)=15.63' 6"CONC z z I I I 1 I I I I, \\ i v Cnx 1 1 . �I . /� / � I 1 11 i I TC 211.10 x Q li: 1 1 I 1 �I I I I I / I i 11 BC I - I - - Cn - I \ UNDER FIELD DRAINAGE I (� I I ZI PER FIELD DESIGNER / I 1 ' I I co -III �\ l N 4 / �� Q I I \ 1�� / I I I 1 I I l E 1s�3' xa xas xaS / 1 I I I/ � Cn 11 \ x CDIRRG I x LU II 1 �� >00 - --�� \ ��-^-\_ IIR 18LF24"PV @0.5% o \ \ 7 SDMH 15j i 1 ' x SDCB I v SDCB RIY=20.20' R/M=20.61 ' O I I lE(N)=13.33' 12 PVC U /E(N)=12.17' 18TONC 1 I SD C01 CB TYPE H - 7,2,)' Z0-1 IE(W)=13.10' 18 CONC M i I \ IE(W)'1 .91 24TONC I I ' / IE(S)=13.38' 12'PVC ASPH \ " �I o RIM=20.52 �F(E=13.65' 12PVC v \ lE(E)=1ZOo a o IE=11.91 24"(OUT)W x LU ' ) I , x W/ SOLID LOCKING LID w LU SD CO2 CB TYPE II - 48" I I W/OIL POLLUTION CONTROL RIM=21.50 I ,, / TEE PER 21C3.21 SE), SD _ I SDx z � I' - , IE=11.82 24"(IN)E I IMP I J W I \ _ _ J IE=11.82 24"(OUT)S I I • CONNECT TO EX - ' W/ SOLID LOCKING LID I I , SDx Snx SDx SnX� 0 I / I 4.5 �7 I FORDRAIREROUTE TEM ( I Cn Ie wj W I' \ STORM RUN 6 \� I ( SDMH 1 SEE SHEET \ I ' I TC 09 Q H I STORK Al I � w O------- = J3EBQlJ ------------------------ ;- - -�- - - - - - - - - - - - - - - - - - - - - - - - - 00 288 L. v 2 Pod% ° 1 III --------------------=J . 4- �■■■��=ems B. B. BR0 �jr OF WASH 33708 ��SIONAL 'gw=1203 18 CONC BC .59 /E(W)=12.13' 24'CONC _ 4'CONC -43 24" PVC @ 0.5% I \/ 21.50 O 20.55 EX ° SD C 3 CB TYPE II - 48" °. ° v 21.50 21.50 I RIM = 1.50 IE=1 1 24"(IN)N 21.50 1 21 50 I IE=1 1 24"(OUT)W I a° 44 W/ S LID LOCKING LID I a ..I 21.50 II I 21.50 I PR OSED BUILDING WILL REQU SE RATE BUILDING ERMIT 20.56 EX I : ° I - {I ° 21.50 I 21. 0 ° 120.53 EXj aOd\ .° d °° I I d S a e i I i TOP(N))=1 -a II I i /.° I I I A 21.50 21.50 j+�d . I TC 21.50 I I BC 20.58 1 ° ° I :.ad RIM=�o l I i f° l)=1507' f2 P C I / STRUCTURE WILL /°. ° E 528° C,P (' I° I REQUIRE SEPARATE I 1514.' 12 PI BUILDING PERMIT .. 1� ° i IE=15.28 4"(IN)S ° ° ° I TC 2150 •co ASPH II I � I� IISDCB RIM=20.15' 1 IE(S)=15.57' 12'PVC I II x II i Cn v x SDCB0 RIM=20.12' x 1E(W)=17.30' 6 CONC Cn 0 x T TI II"l T)=Tr 6'Z'7 o x Cn I x ASPH •co ASPH I I •co SOCB RhV= R1M20.15' R1M=20.15' IE(E)=16.44' 6 CONC 1E(E)=16.36' 6'CONC I Cn I I cn - 0 x I 0 x I •co x SDCB RIM=20.18' IE(E)=15.54' 6 CONC o I I SDCB RIM=20.14' I f 0 0 /E(E)=16.35' I� o SDCB I� x RIM=20.15' V IE(N)=14.01 ' 12 PVC IE(W)=14.01 ' 12'PVC \S, LU o� 1 w SDx IN SDx S SDx • x W III LU SAW SDMH RIM=20.55' x IE(NE)=15.70' 8"CONC W IE(W)=13.20' 24'CONC 1 = IE(E)=13.20' 24 CONC Z IE(S)=15.60' 12 PVC Cn I 10 SDCB I SDCB C� RIM=20.18' o I RIM=20.19' 1 E)=17.47' 6'CONC x IE(E)=16.25' 6'CONC I 0 v x ASPH -- x •co 0 v x Cn I SDCB SDCB R1M=20.26' 1 RIM=20.31 ' I IE(l =16.36' 6 PVC IE(E)=17.59' 6'CONC I co 1 I x � � I Cn llW n iiW ITS JI W 1- d � d BC 20.84 F a . I ° L ..� ° a ° ° t LIM17 iiiiiiiiiiiiim LIMIT miiiiiiiiiiii iiiiiiiiiiiin LIMIT niiiiiiiiiiiiii LIMIT==LIMIT FINISHED GRADE OF FIELD = 21.5 ° '_� 1_A.. _ 'ism CONTINUED - SEE SHEET C3.11 G B. B. BR0 �jr OF WASH 33708 ��SIONAL 'gw=1203 18 CONC BC .59 /E(W)=12.13' 24'CONC _ 4'CONC -43 24" PVC @ 0.5% I \/ 21.50 O 20.55 EX ° SD C 3 CB TYPE II - 48" °. ° v 21.50 21.50 I RIM = 1.50 IE=1 1 24"(IN)N 21.50 1 21 50 I IE=1 1 24"(OUT)W I a° 44 W/ S LID LOCKING LID I a ..I 21.50 II I 21.50 I PR OSED BUILDING WILL REQU SE RATE BUILDING ERMIT 20.56 EX I : ° I - {I ° 21.50 I 21. 0 ° 120.53 EXj aOd\ .° d °° I I d S a e i I i TOP(N))=1 -a II I i /.° I I I A 21.50 21.50 j+�d . I TC 21.50 I I BC 20.58 1 ° ° I :.ad RIM=�o l I i f° l)=1507' f2 P C I / STRUCTURE WILL /°. ° E 528° C,P (' I° I REQUIRE SEPARATE I 1514.' 12 PI BUILDING PERMIT .. 1� ° i IE=15.28 4"(IN)S ° ° ° I TC 2150 •co ASPH II I � I� IISDCB RIM=20.15' 1 IE(S)=15.57' 12'PVC I II x II i Cn v x SDCB0 RIM=20.12' x 1E(W)=17.30' 6 CONC Cn 0 x T TI II"l T)=Tr 6'Z'7 o x Cn I x ASPH •co ASPH I I •co SOCB RhV= R1M20.15' R1M=20.15' IE(E)=16.44' 6 CONC 1E(E)=16.36' 6'CONC I Cn I I cn - 0 x I 0 x I •co x SDCB RIM=20.18' IE(E)=15.54' 6 CONC o I I SDCB RIM=20.14' I f 0 0 /E(E)=16.35' I� o SDCB I� x RIM=20.15' V IE(N)=14.01 ' 12 PVC IE(W)=14.01 ' 12'PVC \S, LU o� 1 w SDx IN SDx S SDx • x W III LU SAW SDMH RIM=20.55' x IE(NE)=15.70' 8"CONC W IE(W)=13.20' 24'CONC 1 = IE(E)=13.20' 24 CONC Z IE(S)=15.60' 12 PVC Cn I 10 SDCB I SDCB C� RIM=20.18' o I RIM=20.19' 1 E)=17.47' 6'CONC x IE(E)=16.25' 6'CONC I 0 v x ASPH -- x •co 0 v x Cn I SDCB SDCB R1M=20.26' 1 RIM=20.31 ' I IE(l =16.36' 6 PVC IE(E)=17.59' 6'CONC I co 1 I x � � I Cn llW n iiW ITS JI W 1- d � d BC 20.84 F a . I ° L ..� ° a ° ° t LIM17 iiiiiiiiiiiiim LIMIT miiiiiiiiiiii iiiiiiiiiiiin LIMIT niiiiiiiiiiiiii LIMIT==LIMIT FINISHED GRADE OF FIELD = 21.5 ° '_� 1_A.. _ 'ism CONTINUED - SEE SHEET C3.11 G E N COUGH LINPORTERLUNDEEN E R A STRUCTURAL CIVIL SEISMIC ENGINEERING T 0 R 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com - STUDIO Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: SCALE. H PACIFIC HORIZONTAL 1988 DESIGNED: AS SHOWN NAD 991 CITY OF DRAWN: ML PRI RENTON JAS ONE INCH DATUM CHECKED: wcA AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY TBB 0 10 20 40 111=20' Legend N 79°33'06" E - 46.81' PROPERTY LINE EX CONTOUR (INDEX) - - EX CONTOUR 55 CONTOUR (INDEX) - 54 CONTOUR 55.24 TC 56.78 TW 65.25 + BC 56.28 BW 56.28 SPOT ELEVATION RIDGE ---- -- VALLEY GRADE BREAK WETLAND W W PROPOSED STORMWATER FEATURE EXISTING STORMWATER - - - - FEATURE EZ�_z ] DETENTION SYSTEM 8'SD SD 8" SD @ xx% STORM DRAINAGE PIPE LJ E_- ' r , N r ❑� • ■❑ ■OOO YD/CO/CB/CB 2/MH 12'ss SS 8" 55 L xx% SANITARY SEWER �SSMH ossco O • SANITARY MH/CO 12" DI W W 12" DI W WATER MAIN EH��EDC'Plto 111� _O�FROFDCPIVNWV FH/FDC/PIVNALVE ®WM 0 Ewl WATER VAULT/METER --FTC ---- FTC ---- FTC- FOOTING DRAIN '�" -<'-- _<,---'- DRAINAGE SWALE EXISTING STREAM ASPHALT PAVEMENT SYNTHETIC TURF GRASS FLOOD MITIGATION CONCRETE RETAINING WALL ROCKERY WALL FRENCH DRAIN --FTG- FOOTING DRAIN anmm ROCK OUTFACE PAD NOTE: STORM SYSTEM SHALL BE PRIVATE UNLESS OTHERWISE NOTED. NOTE: STORM SYSTEM SHALL HAVE OPEN GRATE (HERRINGBONE), UNO R-423830 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ootk Wanders 05/10/2023 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON GRADING & DRAINGE PLAN 05/01/20 PAGE: C3.08 SHEET: OF: 30 71 0 N N U H H N Q J T M O O N IIr LU z LU U C� z z Q rr06 VJ IIr LU I- Q Q Q LU 2 U w LU Q z 0 07 LU I- Q LU U) 00 7"m co J x CD I � I x ❑ W I m LU x I ❑ Z U) W I U I ❑ Z I Z x Q I ❑ U) I 06 r x Cl) O U LLI U SDCB RIM=20.71 ' x O IE(N)=17.50' 6 PVC U) Q I� Q 00 Uj LL M /1 V SDMH v) RIY=20.22' COULD NOT OPEN W WI 0 = ) T- - IU) SDCB I R1M=20.17'I lE(W)=15.79' 6 CONCI ❑x 11 I I lx I ASPH •c0 I I I to I cn I •co I I x SOCB i c❑n RIM=20.20' 1E(W)=15.88' 6 CONC I I i � I � i I I i � I i 0 x I I I I sOCB � � I R1M=20.20' lE(W)=15.81' 6'CONC x SDCB RIM=20.14' IE(E)=16.08' 6 CONC 0 Cn x W ASPH I 1I •co I 0 •co SDCB RIY=20.15' IE(E)=15.98' 6 CONC U A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C3.06 � T � IT I� � °I/ x I U I SDCB I r r R1M=20.17' It I I $ I I I I lE(E)=1I I i 22" bECID I - 7.36' s CONc U) co I I I /,� I I I/ �I I I / \ x I I I I i 11 0 I i i II I 5 u DECID ' I II 11 , II �, / I I J � I II � DECID LOT ) I I \ 1/ II I �' DECID I 1 1 \ �2" DECID I I 1 12" DECID \) I I I \ I I + 1� II I II 113' DECID I I c I I I I 1�\QCID 13" \OECID \ I r \ 1 I U I BO ING o- I 1SIGNIl I I III I/ / I I / x I I� x sicN Posr co I I�� r \ I I I I I s SDCB I SDCB ° RIM=20.16' I l y RIM=21.00' 1E(E)=16.34' 6 CONC Dx x I I x _ 00=17.98' J-CONC I I I I I I/ / I ICI x I 0- U) _( I ►:- II I \ GSS II I�. I I Lij I I - J I I I IP ASPH \ I I % /- x I I / I oI I I P I ssroP'I \ I Q j � I I I \\ .a II I I I o f I I g I I u) I x I I I I Ix \ \ I C0 I I I I I I IU) II I \ I ° BOEING \ m ... I SIGN I I III I°�° � V ASP / I( I '( I \\ �r- ll n x \I J I I ❑ III j c 100 YEAR I I IKCOU SSMH / I I I II I I I \ FLOODPLAIN �- LIMIT LI ! I I ILDN0 OlE \ I \ I\ III I.\�\ \ _ I I ELEVATION BFE-20.0 x \ \ I I I CULDRI TORN x I I 1= \�0 I _j I I U) I I I IU /° /> I l 1 1 I I i I I 11 x U) I\\ I I IIII I;°I \ I I I \ I I I SDCB I/ ASPH 0 U) SDCB x RIM=20.16' U❑) IE(E)=16.27' 6'CONC 0 0 I 0 I •co 0 I I SDCB o� lE(E)-205.89' 6 CONC I a o co co SDMH � RIM=20.16' I I IIE(AO=13.37' 12'PVC ASPH lE(W)=13.3s' 24'CONC I lE(E)=13.37' 24'CONC I lE(S)=15.41 ' 12 PVC x � I X SDMH r❑n R1M=20.26' lE(N)=13.88' 12 PVC lE(W)=13.84' 24 CONC lE(E)=13.88' 12 PVC x lE(S)=15.51' 12 PVC ❑ I� I I� I P �I ( x I / SPEED LIMIT X l 15 MPH ❑ 0co 0 ply W SDx S x m P S x SDk �Dx-� SDx SDx SDx SDx SDx SDx SDx SDx O W I I \ BUSHES/TREES 0 W a SDCB x W� I R1M=20D �H lE(E)=17.76' 6 PVC � I lE(N)=14.10' 12 PVC Z '�(S)=18.50' 6 PVC I cn cn lE(W)=14.12' 12 PVC � � I a I SDCB � lE(S)=15.08' 12 PVC � R1M=20.01 ' W Z lE(E)=15.09' 6'PVC X (� O II � � R1M=20.028 0 x I SDCB I U❑i R1M=20.12' J I I lE(W)=16.74' 6 PVC i X � I x x I A PH I I ASPH i ASPH I � � �� I I � I I 0 x v 0 - - x K x I I I I •co �, I •co � o � i o 0 K I I I I x I I I W �, I �, I'd o � I o 3 I o SDx , � " I SDCB SDCB SDCB I I R1M=20.03' R1M=20.09' R1M=19.95' I SDCB I lE(W)=16.67' 6'PVC I lE(E)=16.24' 6 PVC lE(E)=15.99' 6 PVC R1M=21.00 lE(N)=15.0 ' 24" ONC R1M=20.71 ' � o lE(E)=15.9 ' 12' NC lE(N)=18.96' 6 PVC x x lE(S)=15.0 ' 24" NC I � a o� n I xllWl llWll llWif I I G° I --------- LIMITS LIMITS LIMITS LIMITS L 4 I I I I � LI IT - LIMI� I T-T -7-11 S89°58'50'1M 441.60' *__001 � B. BRo WAS�1�� 33708 � ��SIONAL G E N COUGH LINPORTERLUNDEEN E R A STRUCTURAL CIVIL SEISMIC ENGINEERING T 0 R 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com = STUDI O 14,A LF, II I I I II I I I �I -SDx R1M=20.94' - _ � I �O I I " \ � lE(W)=17.60' )2 co o v x I III II Io1� �I > % I IT a mmmilll Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) LL SURVEYED: SCALE. H PACIFIC HORIZONTAL NAD 1983/1991IA� DESIGNED: AS SHOWN o CITY OF ML DRAWN: IRI RENTON , JAS ONE INCH CHECKED: DATUM wcA AT FU SCALE Planning/Building/Public Works Dept. IF NOT ONE IN NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY TBB an mm 0 O O N 0 10 20 40 N U 1 "=20' 06 Ir Ootk Cn 09 Legend � N 79°33'06" E - 46.81' PROPERTY LINE � EX CONTOUR (INDEX) CIr- ) O - - EX CONTOUR N N 55 CONTOUR (INDEX) Q - 54 CONTOUR J 55.24 TC 56.78 TW 65.25 SPOT ELEVATION + BC 56.28 BW 56.28 RIDGE ---- -- GRADE BREAK VALLEY WETLAND O PROPOSED STORMWATER co FEATURE C�_z ) EXISTING STORMWATER � FEATURE N EZ] DETENTION SYSTEM N 8"SD Sp 81 SD @ xx% STORM DRAINAGE PIPE � r, ', N r � ❑� • ■❑OO YD/CO/CBICB 2/MH 12"SS SS SANITARY SEWER ( �SSMH oSSCO O • SANITARY MH/CO 12» DI W W 12" DI W WATER MAIN EH�-�EDC'a Plo 111� _O�FROFD�PIVNWEwl V FH/FDCIPIVNALVE ®WM 0 � WATER VAULT/METER --FTG ---- FTC ---- FTG- FOOTING DRAIN ,�,, - <, - - _ <, - --' DRAINAGE SWALE EXISTING STREAM ASPHALT PAVEMENT SYNTHETIC TURF GRASS FLOOD MITIGATION CONCRETE RETAINING WALL ROCKERY WALL FRENCH DRAIN --FTG- FOOTING DRAIN ROCK OUTFACE PAD NOTE: STORM SYSTEM SHALL BE PRIVATE W UNLESS OTHERWISE NOTED. Z NOTE: STORM SYSTEM SHALL HAVE OPEN LLJ GRATE (HERRINGBONE), UNO V Z Z Q W Q Q R-423831 = IN COMPLIANCE WITH CITY OF RENTON STANDARDS V LL DEVELOPMENT ENGINEERING � (f) Wanders 05/10/2023 01� W 0 Z DATE: O SEATTLE SOUNDERS FC HEADQUARTERS 05/01/2023 W & TRAINING CENTER FlELDBOOK: RENTON WASHINGTON PAGE. � 7 DRAWING N0: GRADING & C3. Q DRAINGE PLAN SHEET: 31 GF:71 W I I \ I I . I ASP I I SDx SD SDx SDCB I I R1M=21.32' lE(N)=15.4 ' 24 C NC lE(E)=16.32 12'C NC lE(S)=15.41' 24 C NC ` I > � I O I W CD F co a X SDMH r❑n R1M=20.26' lE(N)=13.88' 12 PVC lE(W)=13.84' 24 CONC lE(E)=13.88' 12 PVC x lE(S)=15.51' 12 PVC ❑ I� I I� I P �I ( x I / SPEED LIMIT X l 15 MPH ❑ 0co 0 ply W SDx S x m P S x SDk �Dx-� SDx SDx SDx SDx SDx SDx SDx SDx O W I I \ BUSHES/TREES 0 W a SDCB x W� I R1M=20D �H lE(E)=17.76' 6 PVC � I lE(N)=14.10' 12 PVC Z '�(S)=18.50' 6 PVC I cn cn lE(W)=14.12' 12 PVC � � I a I SDCB � lE(S)=15.08' 12 PVC � R1M=20.01 ' W Z lE(E)=15.09' 6'PVC X (� O II � � R1M=20.028 0 x I SDCB I U❑i R1M=20.12' J I I lE(W)=16.74' 6 PVC i X � I x x I A PH I I ASPH i ASPH I � � �� I I � I I 0 x v 0 - - x K x I I I I •co �, I •co � o � i o 0 K I I I I x I I I W �, I �, I'd o � I o 3 I o SDx , � " I SDCB SDCB SDCB I I R1M=20.03' R1M=20.09' R1M=19.95' I SDCB I lE(W)=16.67' 6'PVC I lE(E)=16.24' 6 PVC lE(E)=15.99' 6 PVC R1M=21.00 lE(N)=15.0 ' 24" ONC R1M=20.71 ' � o lE(E)=15.9 ' 12' NC lE(N)=18.96' 6 PVC x x lE(S)=15.0 ' 24" NC I � a o� n I xllWl llWll llWif I I G° I --------- LIMITS LIMITS LIMITS LIMITS L 4 I I I I � LI IT - LIMI� I T-T -7-11 S89°58'50'1M 441.60' *__001 � B. BRo WAS�1�� 33708 � ��SIONAL G E N COUGH LINPORTERLUNDEEN E R A STRUCTURAL CIVIL SEISMIC ENGINEERING T 0 R 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com = STUDI O 14,A LF, II I I I II I I I �I -SDx R1M=20.94' - _ � I �O I I " \ � lE(W)=17.60' )2 co o v x I III II Io1� �I > % I IT a mmmilll Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) LL SURVEYED: SCALE. H PACIFIC HORIZONTAL NAD 1983/1991IA� DESIGNED: AS SHOWN o CITY OF ML DRAWN: IRI RENTON , JAS ONE INCH CHECKED: DATUM wcA AT FU SCALE Planning/Building/Public Works Dept. IF NOT ONE IN NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY TBB an mm 0 O O N 0 10 20 40 N U 1 "=20' 06 Ir Ootk Cn 09 Legend � N 79°33'06" E - 46.81' PROPERTY LINE � EX CONTOUR (INDEX) CIr- ) O - - EX CONTOUR N N 55 CONTOUR (INDEX) Q - 54 CONTOUR J 55.24 TC 56.78 TW 65.25 SPOT ELEVATION + BC 56.28 BW 56.28 RIDGE ---- -- GRADE BREAK VALLEY WETLAND O PROPOSED STORMWATER co FEATURE C�_z ) EXISTING STORMWATER � FEATURE N EZ] DETENTION SYSTEM N 8"SD Sp 81 SD @ xx% STORM DRAINAGE PIPE � r, ', N r � ❑� • ■❑OO YD/CO/CBICB 2/MH 12"SS SS SANITARY SEWER ( �SSMH oSSCO O • SANITARY MH/CO 12» DI W W 12" DI W WATER MAIN EH�-�EDC'a Plo 111� _O�FROFD�PIVNWEwl V FH/FDCIPIVNALVE ®WM 0 � WATER VAULT/METER --FTG ---- FTC ---- FTG- FOOTING DRAIN ,�,, - <, - - _ <, - --' DRAINAGE SWALE EXISTING STREAM ASPHALT PAVEMENT SYNTHETIC TURF GRASS FLOOD MITIGATION CONCRETE RETAINING WALL ROCKERY WALL FRENCH DRAIN --FTG- FOOTING DRAIN ROCK OUTFACE PAD NOTE: STORM SYSTEM SHALL BE PRIVATE W UNLESS OTHERWISE NOTED. Z NOTE: STORM SYSTEM SHALL HAVE OPEN LLJ GRATE (HERRINGBONE), UNO V Z Z Q W Q Q R-423831 = IN COMPLIANCE WITH CITY OF RENTON STANDARDS V LL DEVELOPMENT ENGINEERING � (f) Wanders 05/10/2023 01� W 0 Z DATE: O SEATTLE SOUNDERS FC HEADQUARTERS 05/01/2023 W & TRAINING CENTER FlELDBOOK: RENTON WASHINGTON PAGE. � 7 DRAWING N0: GRADING & C3. Q DRAINGE PLAN SHEET: 31 GF:71 W I I \ I I . I ASP I I SDx SD SDx SDCB I I R1M=21.32' lE(N)=15.4 ' 24 C NC lE(E)=16.32 12'C NC lE(S)=15.41' 24 C NC ` I > � I O I W CD F co a I� I I� I P �I ( x I / SPEED LIMIT X l 15 MPH ❑ 0co 0 ply W SDx S x m P S x SDk �Dx-� SDx SDx SDx SDx SDx SDx SDx SDx O W I I \ BUSHES/TREES 0 W a SDCB x W� I R1M=20D �H lE(E)=17.76' 6 PVC � I lE(N)=14.10' 12 PVC Z '�(S)=18.50' 6 PVC I cn cn lE(W)=14.12' 12 PVC � � I a I SDCB � lE(S)=15.08' 12 PVC � R1M=20.01 ' W Z lE(E)=15.09' 6'PVC X (� O II � � R1M=20.028 0 x I SDCB I U❑i R1M=20.12' J I I lE(W)=16.74' 6 PVC i X � I x x I A PH I I ASPH i ASPH I � � �� I I � I I 0 x v 0 - - x K x I I I I •co �, I •co � o � i o 0 K I I I I x I I I W �, I �, I'd o � I o 3 I o SDx , � " I SDCB SDCB SDCB I I R1M=20.03' R1M=20.09' R1M=19.95' I SDCB I lE(W)=16.67' 6'PVC I lE(E)=16.24' 6 PVC lE(E)=15.99' 6 PVC R1M=21.00 lE(N)=15.0 ' 24" ONC R1M=20.71 ' � o lE(E)=15.9 ' 12' NC lE(N)=18.96' 6 PVC x x lE(S)=15.0 ' 24" NC I � a o� n I xllWl llWll llWif I I G° I --------- LIMITS LIMITS LIMITS LIMITS L 4 I I I I � LI IT - LIMI� I T-T -7-11 S89°58'50'1M 441.60' *__001 � B. BRo WAS�1�� 33708 � ��SIONAL G E N COUGH LINPORTERLUNDEEN E R A STRUCTURAL CIVIL SEISMIC ENGINEERING T 0 R 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com = STUDI O 14,A LF, II I I I II I I I �I -SDx R1M=20.94' - _ � I �O I I " \ � lE(W)=17.60' )2 co o v x I III II Io1� �I > % I IT a mmmilll Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) LL SURVEYED: SCALE. H PACIFIC HORIZONTAL NAD 1983/1991IA� DESIGNED: AS SHOWN o CITY OF ML DRAWN: IRI RENTON , JAS ONE INCH CHECKED: DATUM wcA AT FU SCALE Planning/Building/Public Works Dept. IF NOT ONE IN NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY TBB an mm 0 O O N 0 10 20 40 N U 1 "=20' 06 Ir Ootk Cn 09 Legend � N 79°33'06" E - 46.81' PROPERTY LINE � EX CONTOUR (INDEX) CIr- ) O - - EX CONTOUR N N 55 CONTOUR (INDEX) Q - 54 CONTOUR J 55.24 TC 56.78 TW 65.25 SPOT ELEVATION + BC 56.28 BW 56.28 RIDGE ---- -- GRADE BREAK VALLEY WETLAND O PROPOSED STORMWATER co FEATURE C�_z ) EXISTING STORMWATER � FEATURE N EZ] DETENTION SYSTEM N 8"SD Sp 81 SD @ xx% STORM DRAINAGE PIPE � r, ', N r � ❑� • ■❑OO YD/CO/CBICB 2/MH 12"SS SS SANITARY SEWER ( �SSMH oSSCO O • SANITARY MH/CO 12» DI W W 12" DI W WATER MAIN EH�-�EDC'a Plo 111� _O�FROFD�PIVNWEwl V FH/FDCIPIVNALVE ®WM 0 � WATER VAULT/METER --FTG ---- FTC ---- FTG- FOOTING DRAIN ,�,, - <, - - _ <, - --' DRAINAGE SWALE EXISTING STREAM ASPHALT PAVEMENT SYNTHETIC TURF GRASS FLOOD MITIGATION CONCRETE RETAINING WALL ROCKERY WALL FRENCH DRAIN --FTG- FOOTING DRAIN ROCK OUTFACE PAD NOTE: STORM SYSTEM SHALL BE PRIVATE W UNLESS OTHERWISE NOTED. Z NOTE: STORM SYSTEM SHALL HAVE OPEN LLJ GRATE (HERRINGBONE), UNO V Z Z Q W Q Q R-423831 = IN COMPLIANCE WITH CITY OF RENTON STANDARDS V LL DEVELOPMENT ENGINEERING � (f) Wanders 05/10/2023 01� W 0 Z DATE: O SEATTLE SOUNDERS FC HEADQUARTERS 05/01/2023 W & TRAINING CENTER FlELDBOOK: RENTON WASHINGTON PAGE. � 7 DRAWING N0: GRADING & C3. Q DRAINGE PLAN SHEET: 31 GF:71 W I I \ I I . I ASP I I SDx SD SDx SDCB I I R1M=21.32' lE(N)=15.4 ' 24 C NC lE(E)=16.32 12'C NC lE(S)=15.41' 24 C NC ` I > � I O I W CD F co a II I I I II I I I �I -SDx R1M=20.94' - _ � I �O I I " \ � lE(W)=17.60' )2 co o v x I III II Io1� �I > % I IT a mmmilll Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) LL SURVEYED: SCALE. H PACIFIC HORIZONTAL NAD 1983/1991IA� DESIGNED: AS SHOWN o CITY OF ML DRAWN: IRI RENTON , JAS ONE INCH CHECKED: DATUM wcA AT FU SCALE Planning/Building/Public Works Dept. IF NOT ONE IN NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY TBB an mm 0 O O N 0 10 20 40 N U 1 "=20' 06 Ir Ootk Cn 09 Legend � N 79°33'06" E - 46.81' PROPERTY LINE � EX CONTOUR (INDEX) CIr- ) O - - EX CONTOUR N N 55 CONTOUR (INDEX) Q - 54 CONTOUR J 55.24 TC 56.78 TW 65.25 SPOT ELEVATION + BC 56.28 BW 56.28 RIDGE ---- -- GRADE BREAK VALLEY WETLAND O PROPOSED STORMWATER co FEATURE C�_z ) EXISTING STORMWATER � FEATURE N EZ] DETENTION SYSTEM N 8"SD Sp 81 SD @ xx% STORM DRAINAGE PIPE � r, ', N r � ❑� • ■❑OO YD/CO/CBICB 2/MH 12"SS SS SANITARY SEWER ( �SSMH oSSCO O • SANITARY MH/CO 12» DI W W 12" DI W WATER MAIN EH�-�EDC'a Plo 111� _O�FROFD�PIVNWEwl V FH/FDCIPIVNALVE ®WM 0 � WATER VAULT/METER --FTG ---- FTC ---- FTG- FOOTING DRAIN ,�,, - <, - - _ <, - --' DRAINAGE SWALE EXISTING STREAM ASPHALT PAVEMENT SYNTHETIC TURF GRASS FLOOD MITIGATION CONCRETE RETAINING WALL ROCKERY WALL FRENCH DRAIN --FTG- FOOTING DRAIN ROCK OUTFACE PAD NOTE: STORM SYSTEM SHALL BE PRIVATE W UNLESS OTHERWISE NOTED. Z NOTE: STORM SYSTEM SHALL HAVE OPEN LLJ GRATE (HERRINGBONE), UNO V Z Z Q W Q Q R-423831 = IN COMPLIANCE WITH CITY OF RENTON STANDARDS V LL DEVELOPMENT ENGINEERING � (f) Wanders 05/10/2023 01� W 0 Z DATE: O SEATTLE SOUNDERS FC HEADQUARTERS 05/01/2023 W & TRAINING CENTER FlELDBOOK: RENTON WASHINGTON PAGE. � 7 DRAWING N0: GRADING & C3. Q DRAINGE PLAN SHEET: 31 GF:71 W I I \ I I . I ASP I I SDx SD SDx SDCB I I R1M=21.32' lE(N)=15.4 ' 24 C NC lE(E)=16.32 12'C NC lE(S)=15.41' 24 C NC ` I > � I O I W CD F co a Z Z Q W Q Q R-423831 = IN COMPLIANCE WITH CITY OF RENTON STANDARDS V LL DEVELOPMENT ENGINEERING � (f) Wanders 05/10/2023 01� W 0 Z DATE: O SEATTLE SOUNDERS FC HEADQUARTERS 05/01/2023 W & TRAINING CENTER FlELDBOOK: RENTON WASHINGTON PAGE. � 7 DRAWING N0: GRADING & C3. Q DRAINGE PLAN SHEET: 31 GF:71 W I I \ I I . I ASP I I SDx SD SDx SDCB I I R1M=21.32' lE(N)=15.4 ' 24 C NC lE(E)=16.32 12'C NC lE(S)=15.41' 24 C NC ` I > � I O I W CD F co a I I \ I I . I ASP I I SDx SD SDx SDCB I I R1M=21.32' lE(N)=15.4 ' 24 C NC lE(E)=16.32 12'C NC lE(S)=15.41' 24 C NC ` I > � I O I W CD F co a 00 i 0 W rr LEI z LU U 0 z z a rr 06 rr LU a 0 0 a LU U LL rr LU 0 z 0 LU a W U) \ CP \ \ \ \ \ \24" FLOOD MITIGATION PIPE, S53°50 53 ' \ \ \ \ \ PROTECT WESTERN END FROM 14.56 \ \ \ DEBRIS AND ANIMAL ENTRANCE SEE DETAIL I lT B4 cn \ \ C3.20 \ \ \ FLOODPLAIN MITIGATION I TEST PIT B5 ® OUTFALL A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C3.07 I 0 y1 I I I I \\ I I j (DECID / SD CB \ `� — — \ t9" CID NOT FID1& — 5"CONCn (APPROX. p'` Xv — _ _ �'D�/�� " DECI, \ / LOC.) `� 0 12 DECID —� >�----�� O_ 16"DEC7T'8--- �O I` 0 9" ECID — _ 19 O 18" CON 24 °CORRUGATED I I PLASTIC PIPE Cp 18" CON \ / \ \ N4021 '03"W l \� GRAVEL \\ 1 \\\\ \ \\ \ 26.39' \ -WAT5f Al N45°42 49 E 14.98' — — /j 7 \ \\ \ l \\\ \ \ \ \ \\\ \ \ VA C ELI VAI I - - J 0 14,"DECID .a %�■■■■�I■�!■�■■�■�■■■!!ice Ki %i■��■■�■■�■�■ilk■�■■�■■! ��11p IPA ®r MEN OEM MEN 00 00 IN MINIM LU \ \ \ \ \\ \ \ \\ \ Cn r LU \ ( \ \ \ \\ \ \ ( \� \ ) LOT LINE AD�I]STMENT \ y\ \ \ \ \\ \\\ � _ \ \ L _ � (n \ LU FOR SOUNDERS \ \ \\ \ \ \ - - - - I \ \ '4,WIT ��21 I LIMIT LIMIT wpm ME —so IMlT tIM+�� \ LIMIT LIMIT LIMIT, T LIMI� \ J HEADQUARTERS',, \ \'\ \\ \ \ \� �` ` \ 1 \ \ \ \\ \ \LU 8 10 I _ /\/ Aso _ —��—__ _ k�� -- —ate e((NW),1.9'85' 24 CPR, 7(SE)=I. �' 24'CPP 0 11 "DECID T ( \ ` � // SOMH I I ONDUIT ^ \ \ \ \ \ GRAVEL 1E(NW)=14.45' 24'CPP l — \ \ \ \ \ 100 4'EAR C \\ \\ \ \ \ �\ / FLOODP\ IN ELEVAT ON \\ \ 0 12- DE \ \ \ \ \ \ ` \ I ) l l / 24" CORRUGATED \ \ I\ \ \ \ BFE=20.SAW �\ \ I \ \ \ PLASTIC PIPE \ \ I I \ RIY=20.53' I TOP(NE)=14.77' MANUALRELEASE DOOR I I I \ \ \ \ \ \ I I I I I CAN NOT SEE ANY OTHER PIPES, I) I I I \ \ I STRUCTURE TOO LARGE TO SEE 1 , 1111 IIIIIr / 15" DECID ° 8" DECID\ o \ 180 24�9�1� \\ \\\ \\ < 0 3"DECID \ ° "DECI \�\\ \ DECID DECID \ — 17— \ \ \ \ 1 ClD 7" DECID � \ I ' T � WATER / � 0 EEID 4 DEC \\ -, I I I I ( I I I I . 0 12" \ \ \ \ 0 11 " DECID I I l l j l / I o 20 I 8 DEL9 , °BWB0�',� �Q 33708 o\ G E N E R A T 0 R = STUDIO - COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com IN REVISION irm 0 I1---M Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: WH PACIFIC DESIGNED: ML DRAWN: JAS CHECKED: WCA APPROVED: TBB SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. 0 10 20 40 111=20' Legend N 79°33'06" E - 46.81' PROPERTY LINE �55— EX CONTOUR (INDEX) -54- - _ _ _ EX CONTOUR 55 CONTOUR (INDEX) 54 CONTOUR 55.24 TC 56.78 TW 65.25 SPOT ELEVATION + BC 56.28 BW 56.28 VAFLL- - - GRADE BREAK WETLAND PROPOSED STORMWATER W W FEATURE . _ . EXISTING STORMWATER - FEATURE C] DETENTION SYSTEM 8"SD SD 8" SD @ xx% STORM DRAINAGE PIPE C) ' r -1 L J `E � ®• ❑■ CIO YD/CO/CB/CB 2/MH 12"SS SS 6" 55 L xx% SANITARY SEWER �SSMH OSSCO O 0 SANITARY MH/CO 12" DI W W 12" DI W WATER MAIN FH�-�FDC0 PI o W Y *FDCiPIVNWV FHIFDC/PIVNALVE � ®WM = WATER VAULT/METER --FTG----FTG----FTG- FOOTING DRAIN / - <— - — _ <-� - DRAINAGE SWALE EXISTING STREAM ASPHALT PAVEMENT SYNTHETIC TURF GRASS FLOOD MITIGATION CONCRETE RETAINING WALL ROCKERY WALL FRENCH DRAIN FOOTINGDRAIN �. PEN ROCK OUTFALL PAD NOTE: STORM SYSTEM SHALL BE PRIVATE UNLESS OTHERWISE NOTED. NOTE: STORM SYSTEM SHALL HAVE OPEN GRATE (HERRINGBONE), LINO R-423832 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING r NJanders 05/10/2023 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON GRADING & DRAINGE PLAN 05/01/20 PAGE: C3.10 SHEET: OF: 32 71 O N N 6 1 u N a J T O O N LU z W CU z z a o� 06 LU a 0 a LU CU LL U) Ir LU 0 z 0 LU I — a W Lu z Lu U z z Q 06 Cn rr ui I--- rT- 0 0 Q Lu U LL Cf) Lu 0 z 0 Cn Lu Q Lu C) ` : a o 14" DECID o 8" DECID l 17" DECID 11 " lD 7" DEN \ ° \ 7" DECID (� I ° ° .4 ° ' a ° ° a ° / ° a ? . a a . ° 7 DES L \ 0 11 " DECID o 8 DECID ° 10 12" DECID 0 3 8" DECID 8 . d 1 ° l0\I 12� DECID ° 6" DECID `�^^� ° 7' D D -d / e - e 7 _ 11 " e. e - . ° e.' a .. / ° d 7" DECI \ i °� 8" DECID 7' DECID O 13" DECID d °9 CO 8" DECIDno, 9" DECID\ J - - - - - a °. '\ °° ° 7" DECID /Aol 0- 8" DECID 0 12" DECID CONC / I 1 ° 10" pECID CONC / ( 98� CID ° 7" E010 8" DECID \ 0 8 oD " DCI� - ° 8' CO ° J 0 D DECID o 10' DE l P `\ I % / DECID ° 8" D D n - / o f3" D I ° 10' DECID ° 8" DECID \ O �\I�1MIT mi LIMIT \ 0 10" D�CID I N // I I l ° DECID ° 8 ClD ° 9" DAD 12 DCID- I M V / / / / � I I ° 9" DECID \ I ° 8' D�'CIDECID V � I // � I I � II �' I /( I 8 DE) 7" DECID ° o l D9' DECID ° 8" DECID W W / 1 \ / 0 12" DECID l �_ l I ° 8 DECID W W \ / I J / \ I / \ ° 8' DECID o I I ( O DECID / _ o D�CID 0 " DE ° 8" DECI ' ClD 9' E 6 ECID I I \� ✓ 8" DECID 8" DECID ° �I N L u / / \ I I \_ 0 10 DECID o 8 ° 7 L U W I / \1 \ / _ � / _ J J O J 9 ECID /l I j, ) I \\ ( ° Cl ° 9" DECID o 6" D I ° W N \ 7 - / / l / B 7" DECID L I 0 8" DECID 1 I I 1 "DEC l 0 12" DECID- - � LIMIT � � � LIMIT � � �� {W-LIMIT � � � � LIMIT � � � � � 1� � LIMIT o 0 f � (D7" 1 12' DECID 8" DECID / 0 \ 11" D lD° �" jbDECID � " J 7' DECID D,0\ - / \ / 8 8 DECID / � I � �/ LV o Lu =I I o \ I=D Z L J l I % O 115' DECID (D 7" DECID ° 8" Z (Di H I o 15" DECID / / 00 YEAR 12" DECID �__ _ � H / / 1 I/ 1 ° 7" DECID - 7 D Z Z I ° ® ECID 618 ECDCID _ FL OD N 0 8" DECID 0 / \ 11 " / / / / / I \ 1 \ ELEVA ION 7' ° 8' DEC O- 10 — / �EGIB BFE=2 O 21 " DECID l \ _ / 1 0 11 " DECID / 7 /D \ / 1 I _ O DECID / / ` \ I 1 8" 0 8" DECID \ NC 7" DECID CONC ° — 37 DECID \ \ / I \ II i /'� \ / \ � / \f o 12' DECID / 0 1'—DECID - t / \ 0 10" DECAY // ` \ 7' E l - — " - -- o 10 DECI 11 " DECID _ I O 16" DECID / / / / _ � /IO 15" lD-� 1 /.\ I I I ° 8'DECI o D12 �� lD1=- 1 1ADECID _ / I I I ° 0- DE6D— / DECID I 60" DbD I II / / ) O I10" ffbD \ I \ i ( ( ®/ / 0,(' 15" DECID / / / 4- DECID l / \ / I / 10/ DECID i o 121DECID \. 8» � � \� '� � 8 ECID 0 8" I I / / / 1 17" DECID / / / / / / / 17' DECID \I O 14" ECl I \ 9 (D- DECID / / »DECID \ OL°ClD / \ O / 19' DE / / 1 "DECID I I \ 0 8; \ ° 8" 4 Cl I ND \ 0 C� T JJ ° 21 " DE ro O 25" CON � - - \ � D � o � l \ 0 D �DEEID I \ r / 0 10" DECID \ I � ° 8"DECID / // / � ° 8' DECID _ � I I \ I / / I j / 0 DECO,, / � ^ I \ 0 10" DECID ( \ / / / / I 12" DECID � 12 "DF�ID I ° �' D D tff"DECID DECID 13' D - \ (\ / O / / I o I \\ \ 1 \ 1 7" DECID p 1 12 gECID 17" DZID / / i 13" DECID I z 60" DECID I I \ ) ° � 0 1 / D / / / / / I 14" DECID I I J l / \ (D 6" -ECID / / l / O _ ' DECID / / O 1 DECID / / / / DECID I I' DECID iwr 10' DECID �■■■■mom ■�■■■■i A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C3.08 A _ \ \ I J 47 ° e A 4 °e- ..d-. .a c�` ° d.- d �. a Lae a ° � / 4- °°d e a.".�� _ .A.° 7" DECID � / _ - - _ - - - - - - - - )I ° - e ° ° d % I O 18' DECID ` ° 9" D . ° ° .° a. .\ d ° d I� d ° ° °� a e °-4, 0 10° D ClD d •8 d°__ O 1" CON II 1 $ n_I / d: d e = . / / \ / - NE ° 9" DE D 0 8" DECI 0 11 " DECID dd \ ° ° 4.. -. \ ° 7" DECID " o " DECID \ - - / _ )I , I. ° le. d_ °.:e I 0 o d — , 12DEC e °.. \ a ! ° e` I e d I / 9" DECID 0 11 " DECID CONC \ I l / /l - �° 7" DECID \ /n ll� O -- 15" DECID / / / \ II 11 " D lD \ CONC 0 11 " DECID 17" ECIj�6 / 20"DECID // // I 0 12"/CD I I I I //-�\ I \ 12 D 10)ECID I O 15" CON ) \ \ 1 " lD \ / 0 10 E 14" DECID b 1 DECID 0 8i' D DE�I o 10" DECID I1 DECID / / / / I 10 15" DECID ° 8" DECID _ 10" / 0 7" nF-rin I 10" ��" AECID \ / 9' DECID CONC r \ I B. BR0 wAs�j�� 33708 9 ��SIONAL ��ti� �/01/�� G E N E R A T 0 R STUDIO COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: SCALE: WH PACIFIC HORIZONTAL- NAD 1983/1991 DESIGNED: AS SHOWN o . CITY OF ML RENTON DRAWN: JAS ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. WCA NO. REVISION BY APPROVED: SCALE DATE APPR NOT ONE INCH ALE ACCORDINGLY TBB 0 10 20 40 111=20' Legend N 79°33'06" E - 46.81' PROPERTY LINE EX CONTOUR (INDEX) — — — EX CONTOUR 55 CONTOUR (INDEX) — 54 CONTOUR 55.24 TC 56.78 TW 65.25 + BC 56.28 BW 56.28 SPOT ELEVATION _ RIDGE _ _ _ _ - - VALLEY GRADE BREAK r WETLAND PROPOSED STORMWATER W W FEATURE EXISTING STORMWATER - FEATURE C] DETENTION SYSTEM 8"SD SD 8" SD @ xx% STORM DRAINAGE PIPE ' r -1 Ir N L J `E J ® • INcoYD/CO/CB/CB 2/MH 12"SS SS 55 L xx% SANITARY SEWER �ssMH ossco O 0 SANITARY MH/CO 12" DI w W 12" DI W WATER MAIN FHA- IC PI o W � Y� *HOFDC PIVHWV FH/FDC/PIV/VALVE ®wM = FE El WATER VAULT/METER --FTG----FTG----FTG- FOOTING DRAIN / — <' — — _ <, — --' DRAINAGE SWALE EXISTING STREAM ASPHALT PAVEMENT SYNTHETIC TURF GRASS FLOOD MITIGATION CONCRETE RETAINING WALL ROCKERY WALL FRENCH DRAIN FOOTINGDRAIN PEN ROCK OUTFALL PAD NOTE: STORM SYSTEM SHALL BE PRIVATE UNLESS OTHERWISE NOTED. NOTE: STORM SYSTEM SHALL HAVE OPEN GRATE (HERRINGBONE), UNO R-4238 33 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Wanders 05/10/2023 0 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON GRADING & DRAINGE PLAN 05/01/20 PAGE: C3.11 SHEEP: OF: 33 71 O O N H H N a J T O O N Lu z Lu U z z_ Q W Cl) Lu a 0 0 Q Lu U LL Cl) Er Lu 0 z 0 Cn Lu I — a Lu Cn A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CATCH BASIN FRAME AND VANED 00 7a• aJ GRATE PER STD. PLAN 204.00 M 1 RECTANGULAR OR CIRCULAR ADJUSTMENT N I SECTION (TWO SECTIONS MAX.) 12' 4' MIN. MORTAR, (TYP.), SEE NOTE 5 r 1 n 1 28" MAX. 16" MAX. IFLAT SLAB TOP O FRAME AND VANED GRATE 1 0 b• W S. g ONE 43 BAR HOOP FOR 8-HEIGHT W INCREMENT (SPACED EQUALLY;. SEE NOTE 1 z RECTANGULAR ADJUSTMENT SECTION W OWN SLOT, y4- SEE DE . SEE 9ETAlL AN{1 2 112"PLA HOLE NOTE I 14I4- Ak .". 48", 54", 6D", 72", 84", FRAME AND VANED GRATE 24 A M. 96", 120" OR 144" SEE NOTE 6, TYP. 15' MAX. FOR MAINTENANCE STEPS OR 4r=p_ LADDER MOLT-Dd11Y!! SLOT DETAIL 12-(TYP.) SEENOTEI - - - .- T SEE NOTE 4 LEAN SURFACE 3' T D BOTTOM AREAL 1" MIN. ROvIDE UNWORMNCONTACT T E SURFACE TOP 24" 2.5' MAX. Q AREA OF THE BASE SECTION MUST SE "O" RING MIN. 1 REINFORCING STEEL. (TYP.) 4fORTARED TO THE BOTTOM AREA OF THE 12" 12 MAX. GRAVEL BACKFILL FOR PIPE ZONE ADJUSTMENT SECTION 12" BEDDING PER WSDOT STD. ADJUSTMENT SECTION , SPECIFICATION SECTION 9-03.12(3) U�pi46 -k NOTES' �1 ��5� R26",MFENOTE 2 6" 8" 0- 0.1AS ACCEPTABLE ALTERNATIVES TO �� _ � SEPARATE BASE INTEGRAL BASE IC N THE PRECAST BASE SECTION, FIBERS HE ROE BEAR DE TOWN �� v G PRECAST PRECAST WITH RISER ACCOROANGEW[THSTANDARDSPECIFICATION HAVING AOF dIV# OS2SUAREEINCHES PE R FOD3HALL BEU A MINIMUM oITH �rd,��+�� PARE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER RErNFORCEDOR PLAIN 12' CONCRETE ALL METAL PIPE 15- CPSSP•, 12, STD. SPEC-9-05.2D SOLID WALL PVC, 15' STD. SPEC. 9-D5.I2(1) PROFRF WALL PVC. STD. SPEC-9-06.12M 1S "CORRUGATED POLYETHYLENE STORM SEWER PIPE z THEALTMINIMUMREDST REBA ECT O� IN WIRE THE SHALL NOT OF PLACED IN THE KNOCKOUTS. AS AN $ ACCEPTABLE ALTERNATE E TO THE REBAR SHOWN IN 'HE RFC TANGULARADJUSTMENT SECTION, WIRE MESH 03 BAR EACH CORNER I I HAVING A MINIMUM AREA OF 0.w SQUARE INCHES PER FOOT MAY BE USED. 1 1t2 06 I _ UJl _z I 7 THE KNOCKOUT 4WAEFER SHALL NOT BE GREATER _ THAN 20'. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2' MINIMUM TO 2.5' MAXIMUM. PROVIDE A 1 5' I Ai MINrMUM GAP BETWEEN THE KNDCKOUf WALL AND THE J OUTSIDE OF THE PIPE. AFTER THE PIPE 15 INSTALLED. F ILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH Ala BAR EACH SIDE +lr STANDARD SPECIFK:ATKIN 9-04.3 _ 3 THE LOWEST DEPTH FROM THE FINISHED GRADE TO 'e THE LOWEST PIPE INVERT SHALL 8E 5 FEET 03 BAR EACH WAY ISOMETRIC 4 W4- 1 i rk SECTION S 1 5t6' MAk _T NOTES: 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS. 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. 3. THE RECTANGULAR FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION i 1 iI f ti > Y f 4- THE FRAME AND GRATE MUMT BE INSTALLED WFfH THE SASE SECTION UL FLANGE DOWN w 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2' PRECAST BASE SECTION S THE PRECAST BASE SECTION MAY HAVE A ROUNDED � MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP FLOOR. AHD THE WALLS MAY B3 SLOPED AT A RATE OF BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE 11124V OR STEEPER. R38-, SEE NOTE2 PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH SECTION A JOINT MORTAR IN ACCORDANCE WITH STANDARD N3 BAR HOOP 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. SPECIFICATION 9-04.3. Q r , 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE 5. ALL GRADE RINGS, RISERS, AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD INLET HJ45 BEEN PLACED. USE GROUT TYPE 2 FOR NOTES: SPECIFICATION 9-04.3. I k3 BAR EACH NON -SHRINK APPLICATIONS IN ACCORDANCE WITH 5- 6. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CORNER 18• MIN. STANDARD SPECIFICATION 9-20.3(2) r�_ A. ALL GRADE R1NGM AND CASTkNGM SHALL6E SET IN Vz, 314' 1. BOLT -DOWN CAPABILIF Y IS REQUIRED ON ALL FRAMES- L GRATES, AND COVERS, UNLESS OT HERMSE SPECIFIED CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO OR MORTAR IN ACCORDANCE MTH STAND.ARO PROVIDE TWO HOLES IN THE FRAME THAT ARE AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF Q I Tr 3PECI FICATION 9.04.3. THEN APPLY MORTAR TO INSIDE VERTICALLY AL[GIWD WITH THE GRATE OR COVER SLOTS THE SAME MATERIAL AS THE CONNECTING PIPE. AND OUTSIDE OF ALL JOINTS. RINGS. RISERS. AND THE FRAME SHALL ACCEPT THE Wa8 t1 NC a 7 ALLEN C\I FRAW-S, 4- HEAD CAP SCREW 13Y BEING TAPPED, OR OTHER APPROVED MECKAWSM. LOCATION OF BOLT -DOWN HOLES 7. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 9. MORTAR SHALL BE MIXED AND APPLIED PER III SJ4• D HOLE VARIES BY MANUFACTURER 8. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY w MANUFACTURER'S DIRECTONS. 1/2-D IA HANDLE TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS 10. FRAME PAVEMENT ME SBE ADJUSTED TO PAVENT GRAPE 9Y 1 if2' 2- ALTERNATIVE REIHFpRG1N0 DESIGNS ARE AGGE PTABLE N LIEU OF THE RIB DESIGN. DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT = TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS SECTION C LENGTH. _ DETERMINHED WITH A STRAIGHT EDGE OF SUFFICIENT 3. REFER 70 STANDARD SPECIFICATION 9.06.15(2) FOR 9. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48" 4" 6" 36" 8" 54" 4.5" 8" 42" 8" 60" 5" 8" 48" 8" 72" 6" 8" 60" 12" 1. 8" 12" 72" 12" 96" 8" 12" 84" 12" 120" 10" 12" 96" 12" 144" 12" 12" 108" 12" PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER DIAMETER ALL METAL CPSSP , SOLID WALL PVC Z PROFILE WALL PVC; 48" 30" 24" 30" 30" 1. N42" 36" 30" 36" 36" 60" 42" 36" 42" 42" 72" 54- 42" 48" 48" 1.54 60" 1 54" 48" 48" 96" 60" 72" 1 60" 48" 48" 120" 1 66" 84" 1 60" 48" 48" 144' 1 78" 96" 1 60" 48" 48" 'CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-0520) Z STD. SPEC. 9-05.12(1) 3 STD. SPEC. 9-05.12(2) NOTES: I T14E COVER OR GRATING OF A CATCH 13A.91k SHALL HOT BE ADJUSTED TO FINAL 13RADE UNTIL THE FINAL ELEVAT"4 OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTAHL LSHED, AND UNT1L PENAIISSION THEREAFTER [S OWEN BY THE ENGINEER TQ MORTAR IN PLACE IN ACCORDANCE WITH WSOOTI"A STANDARD SPECIFICATION 7-D&3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE THE USE OF SHIMS IS PROHLBITED. 3. A CONTINVOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RiNGS.ANDBRICKS PRIOR TO PLACEMENT 4 ONLY BY APPROVAL OF THE CITY, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING aOND ORX BOND. 5S BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SEC UM WITH MORTAR. E. MORTAR SHALL MEET THE REQUIREMENTS OF WSDOTIAPWA STANDARD SPECIFICATION 9-04 3 7 PICK 1 LIFTING HOLES AR£ 70 BE GROUTED WATER 71GHT. USE GROUT TYPE 2 FOR NOWSHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2). 8, MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURERS DIRECTIONS 9. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUrFICIENT LE}SGTH U LENG7H ADDITIONAL REQUIREMENTS. REMAIN VISIBLE UPON COMPLETION. 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND 4, FOR FgAMF DETAILS. SEE CITY OF RLWMA STANDARD 10. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISI9LE UPON COMPLETION SEE NOTE 1 REMAIN VISIBLE UPON COMPLE-110N. PLAN204A6. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) ALTERNATIVE PRECAST BASE SECTION UNLESS OTHERWISEN9TED.DRAWINGLSNOTTOSCALEINTSI UNLESS OT}iERWLSE NOTED. DRAWING RNOT TO SCAB IN1Sj UNLE55OTFI-ERW4E NOTED,PRAwl is IS NOr TOWALF(" STD. PLAN - 204.10 STD. PLAN - 201.00 STD. PLAN - 200.00 PUBLIC WORKS [PROVM:STD- PLAN - 202.00 „ PUBLIC WORKS Arm ° • PUBLIC WORKS 5. DEPARTMENT CATCH BASIN TYPE 2 GAZ 9/28/2018 I - PUBLIC WORKS w DEPARTMENT CATCH BASIN TYPE I GAZ 9/29/2018 1 DEPARTMENT RECTANGULAR SOLID METAL COVER GAZ 9/28/2018 I DEPARTMENT CATCH BASIN INSTALLATION GAZ 9/28/2018 rvoiaw..a,�.,...r" RATE Li ""I-. ,�...,..an WTE v°nn°w°,k. aam�„�.�,am, DATE - „ DATE z NTS NTS NTS NTS Catch Basin Type I Rectangular Solid Metal Cover 2 Catch Basin Type 2 3 Catch Basin Installation 4 0Cl) YP g YP Uj J 1 1/2" LETTERING °o...... `S p0 BOLT HOLES-3 PLACES xaerooiow °0000000000000000000000000° Sr EQUALLY SPACED 120" APART ON aee «eoa w23 1116" DIA. B.C. �5 ^ o0000000000000000000a0000000000000° � �J J yD A ...................... o° SKID GROOVE PATTERN ® �" DRAIN (1) V DIA. PICKHOLE COVER BOTTOM VIEW I BOLT.DOWN SLOT. I SEE DETAIL AND NOTE I �IIL+•{j' � f 3M• 1 1 r4- I errs'{ } I BOLT -DOWN SLOT DETAIL PLAN VIEW 1 1/4" LETTERING SEE 1401L• 1 (3) BLT SOC. (ALLEN HEAD) m 5/8"-11 x 1.5 SS RUBBER TOP WASHER 3r8' RECESSED LETTERING 25" DIA 3l4" 2 1/2" 777 6 3/4" EON BOLTING DETAIL (TYP) ��II COVER SECTION VIEW s 1/4" 1 1/16" 5' ISOMETRIC 5 20' R1/8" 26 1/2" DIA. I 251/4" DIA. GASKET GROOVE DETAIL 5- Z4- ` 1/4" DIA. NEOPRENE GASKET 7 OR 8 EQUAL 9 FLOWPACES' Fi 6r 5 DIRECTION FLOW 6 = 1l4" - 1/2" 3116" f 516" MA]f 23 3/8" DIA. CL OPEN SECTION B SECTION A 275/16" DIA. SKID GROOVE PATTERN DETAIL 34 1/8" DIA. NOTES: I. BOLT -DOWN CAPABILLTY IS REQUIRED ON ALL FRAMES. GRATES. AND FRAME SECTION VIEW COVERS, UNLESS OTNERWISE SPECIFIED. PROV361=TWO HOLES IN NOTES: THE FRAME THAT ARE VERTfMLY ALIG14 ED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 518'•11 NC x 2" ALLEN 1. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1 HEAD CAP SCREW BY BEING TAPPED. OR OTHER APPROVED OR APPROVED EQUAL. MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY 2. THIS COVER SHALL ONLY BE USED FOR STRUCTURES MANUFACTURER, WITHIN PRIVATE DEVELOPMENTS OUTSIDE OF PUBLIC 2. REFER TO STANDARD SPECIFICATION 045.15(2) FOR ADDITIONAL RIGHT-OF-WAY. REQUIREMENTS UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) 3. FOR FRAME DETAILS, SEE STANDARD PLAN 204.00. STD. PLAN - 204.40 UN LESS OTHERWISE. HOTEO, DRAWING 15 N¢T TO SCALE INTSI c®. PUBLIC WORKS STORM ROUND FRAME AND COVER STD. PLAN - 204.20 DEPARTMENT (PRIVATE) artin Pastuch@V13/2020 PUBLIC WORKS L a MwT3A�D98B449D... DEPARTMENT RECTANGULAR VANED GRATE GAZ 9/28/201$ I DATE I I MAY BE REMOVED I PIPE 2" x 5" ANCHOR STRIPS WELDED TO 3/4" COUPLING DIA. BAR FRAME. 4 PIECES SPACED UNIFORMLY FASTEN W/1/2" GALV OR 3/4" DIA. SMOOTH BARS W/ NON -CORROSIVE BOLTS & NUTS ENDS WELDED TO BAR -FRAME �1.{2" MIN 4" OC MAX BAR SPACING I 3/4" DIA BAR -FRAME } I 1 MAY BE REMOVED I 3" - 5" FOR 18" DIA PIPE BEVELED PIPE END SECTION 5" - 8" FOR 24" DIA PROVIDE FINE MESH COUPLING 7" - 9" FOR 30" DIA AND GREATER BEHIND BARS TO PREVENT ANIMALS OR SALMONIDS FROM NOTES: ENTERING PIPE 1. CMP* END - SECTION SHOWN; FOR CONCRETE PIPE BEVELED END SECTION, SEE KC125 DWG. NO. 11 2. ALL STEEL PARTS MUST BE GALVANIZED AND ASPHALT COATED (TREATMENT 1 OR BETTER) *OR CPEP SMOOTH INTERIOR NTS Debris & Animal Entrance Protection 8 R-423834 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ootk Wanders 05/10/2023 Storm NTS NTS NTS Round Frame and Cover(Private)5 Rectan ular Vaned Grate 6 Miscellaneous Details for Draina e Structures 7 g g >, SURVEYED: SCALE: DATE: -� G E N WH PACIFIC HORIZONTAL: NAD 1983/1991 CITY OF 05 01 2023 VERTICAL: NAVD 1988 • SEATTLE SOUNDERS FC HEADQUARTERS / / ,Ri COUGHLINPORTERLUNDEEN DESIGNED: As SHOWN & TRAINING CENTER 33708 O E R A STRUCTURAL CIVIL SEISMIC ENGINEERING JAS RENTON RENTON WASHINGTON FEBDDK: DRAWN: DATUM DRAWING NO: L �� CHECKED: ONE INCH p , GRADING & C3.20 801 SECOND AVENUE, SUITE900 (206)343-0460 AT FULL SCALE Planning/Building/Public Works De t T 0 R SEATTLE, WA 98104 www.cplinc.com WCA IF NOT ONE INCH 0\/'-" STUDIO NO. REVISION BY DATE APPR APPROVED:D: SHEET: SCALE ACCORDINGLY DRAINAGE DETAILS OF: 34 71 4 F L �I �I 4� ^ a 4iTTFALL T4 BTAH4l4 . DDNP NO PDLLVTANTS N0 BARS 07• SPACING I T ITYP.} 2a•�r. 2i• DIA_. W 48• DI&, OR 54' Mj X- DIA MOLE L �+ 8 k Lam- 2- (Tl`g 1 I 1r L + � L� 1r 1' MIN r-----� 2 1P2' MAX 84' or 96" FLAT SLAB TOP PREFABRICATED LADDER 1r MIN- " 95 BARS 0 5" 9PACING STER 9112" MAX_ 20"x24", 24- D1A. 48• DIA, OR 64' DIA HOLE MIN 8„ I- MIN. 2 11T" MAX. T, 72" FLAT SLAB TOR Nr MIN. 2d' 42' MAX - *4OARS 6- SPACING - MIN. 1--� 48" MIN. 20•x24.OR 2d"DIA HOLE TYPICAL ORIENTATION ECCENTRIC CONE SECTION •� 2" IT" ) FOR ACCESSARD STEPS - 6' 1" MIN 2 1.'2' MAX 48", SW', or 60" FLAT SLAB TOP �. Sr - }•, 2•, I', e•, 12". OR 24' ONE 43 BAR HOOP FUR 6' 1 HEIGHT INCREMENT {SPACED EQUALLY{, SEE NOTE 1 �,St 11. L. 4', G. 12%OR 24' ONE *13 BAR HOOP FOR 6" HEIGHT INCREMENT(SPACED EOUALLn CIRCULAR ADJUSTMENT SECTION SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION NOTES: I i_ AN ACCEPTABLE ALTERNATIVE TO REBAR, WIRE MESH HAVING A MINIMUM AREA OF 12 SQUARE INCHES PER FOOT MAYBE USFW FOR ADJUSTMENT SECTIONS UNLESS OTHEAWiSF. PIPTED, DRAWING I5NOTTOSCAM INTSI Ds STD. FLAN - 204.60 PUBLIC WORKS MISCELLANEOUS DETAILS FOR " y DEPARTMENT DRAINAGE STRUCTURES 9/28/2018 1 area pl- r.a. w.n, a..r,.v�a ELATE LO O N N LJ N J T- M O O N n� Ili W I- z W (U� V z z Q 06 IIr w 0 w 2 U LL W 0 z 0 U) LU I- I- W � V i A PnRTinN nF THE NW 1 /4 nF gFrTinN R TnWN.qHIP 9.IN RANC-iF SF W M LO O O N N u F H H N N Q D J T O M O O O N Cy, n rr W z W U C� z z_ Q rr 06 C/) rr W rr Q D a 0 Q W U H OC w 0 z O Cn w J Q W U) A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. 00 N 0 Lu I-_ rr Lu I— z Lu U z Z_ Q rr I- 06 rr Lu I— Q 0 Q Lu U LL Lu 0 z 0 U) Lu Q Lu PROJECT INFORMATION ENGINEERED AVERY SCOTT PRODUCT 971-227-0854 MANAGER: AVERY.SCOTT@ADSPIPE.COM CHARLIE CLICK ADS SALES REP: 360-450-1932 CHARLIE.CLICK@ADSPIPE.COM PROJECT NO: S303454 TIM Advanced Drainage Systems, Inc. a n r �+ SiteAssisf FOR STORMTECH INSTALLATION INSTRUCTIONS a VISIT OUR APP SEATTLE SOUNDERS FC HQ & TRAINING CENTER RENTON, WA MC-3500 STORMTECH CHAMBER SPECIFICATIONS IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-3500 CHAMBER SYSTEM 1. CHAMBERS SHALL BE STORMTECH MC-3500. 1. STORMTECH MC-3500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE -CONSTRUCTION MEETING WITH THE INSTALLERS. 2. CHAMBERS SHALL BE ARCH -SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT -MODIFIED POLYPROPYLENE 2. STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". COPOLYMERS. 3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. 3. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED STORMTECH RECOMMENDS 3 BACKFILL METHODS. - WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS. 0 STONESHOOTER LOCATED OFF THE CHAMBER BED. • BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. 4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD • BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. LONG -DURATION DEAD LOADS AND 2) SHORT -DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6. MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS. 6. CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, 7. INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12" (300 mm) INTO CHAMBER END CAPS. "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". g EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF #3 LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<l MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) OR #4. MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK. 9. STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING. 7. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING 10. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN STACKING LUGS. ENGINEER. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3". 11. ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. GREATER THAN OR EQUAL TO 450 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE NOTES FOR CONSTRUCTION EQUIPMENT PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 1. STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 8. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE 2. THE USE OF EQUIPMENT OVER MC-3500 CHAMBERS IS LIMITED: DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: • NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. • THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. 0 NO RUBBER TIRED LOADER, DUMP TRUCK, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE • THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO 0 WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. • THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN 3. FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. 9 ©2022 ADS, INC. L• Ln0 wA s c CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY USING THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. R-423836 IN COMPLIANCE WITH CITY OF RENTON STANDARDS L ELOPMENT ENGINEERINGanders 05/10/2023 Cj) j, - 33708 O `I s Tt' R� NAL E D1/ti3 �/ 0 E N E R A T 0 R STUDIO COUGH LINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com SURVEYED: WH PACIFIC SCALE: AS SHOWN VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON WASHINGTON ' GRADING & DRAINAGE DETAILS DESIGNED: DRAWN: JAS ONE IN CHECKED: WCq AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: 05/01 /20 PAGE: C3.22 SHEET: 3 6 OF: 71 LO 0 O N N u H H N Q J T M O 0 N N IIr Lu z Lu U z_ z_ Q 06 rr Lu rr Q r) Lu U LL Lu 0 z 0 U) Lu I— Q �Lu V i A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. 00 co N CD I 0 W rr W I— Z w U 0 Z Z Q 06 C/) rr W I- iCc D 0 W U H v / �/ rr w 0 Z 0 C/) W I— Q w 7 1 PROPOSED LAYOUT: NORTH SYSTEM 1,666 STORMTECH MC-3500 CHAMBERS 68 STORMTECH MC-3500 END CAPS 12 STONE ABOVE (in) 9 STONE BELOW (in) 40 % STONE VOID 292,010 INSTALLED SYSTEM VOLUME (CF) BETWEEN ELEVATION 20.0 & 14.7 (PERIMETER STONE INCLUDED) 85578 SYSTEM AREA (ft2) 1196 SYSTEM PERIMETER (ft) PROPOSED ELEVATIONS: NORTH SYSTEM 27.00 MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED) 21.00 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC) 20.50 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC) 20.50 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT) 20.50 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT) 20.00 TOP OF STONE 19.00 TOP OF MC-3500 CHAMBER 17.17 24" TOP MANIFOLD INVERT 15.42 24" ISOLATOR ROW PLUS CONNECTION INVERT 15.25 BOTTOM OF MC-3500 CHAMBER 14.50 BOTTOM OF STONE PROPOSED LAYOUT: COMBINED 3,332 STORMTECH MC-3500 CHAMBERS 136 STORMTECH MC-3500 END CAPS 12 STONE ABOVE (in) 9 STONE BELOW (in) 40 % STONE VOID 584,020 INSTALLED SYSTEM VOLUME (CF) BETWEEN ELEVATION 20.0 & 14.7 (PERIMETER STONE INCLUDED) 171156 SYSTEM AREA (ft2) 2,392 SYSTEM PERIMETER (ft) NOTFS • MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECHNICAL NOTE 6.32 FOR MANIFOLD SIZING GUIDANCE. • DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. • THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE -SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. • NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE PROPOSED I (DESIGN BY ENGINEE INSTALL f 24" PARTIAL CUT END CAP, PART# MC35001EPF TYP OF ALL MC-3500 24" BOTTOM CONNECTIONS) ALL STRUCTURE CONNECTIONS TO MATCH ENGINEERED DESIGN INTENT AND LOCATION PER C3.07 G E N w� 33708 R A E CISTV, �1 %NAL �� T 0 R 01/T� �/ STUDIO = ROPOSED STRUCTUF (DESIGN BY I 24" X 24" ADS N-12 TOP MANIFOLD INVERT 23.05" ABOVE CHAMBER BASE (SEE NOTES) COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com NO. REVISION 0 (fl M FEND CAP PP24TC OR MC35001EPP24TW 3500 24" TOP CONNECTIONS r Lm\iL IVIIINIIVIUIVI I 1 .J I.JI /'1UJf LVJ I 1 J vvv V L1v kiEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS i • m SURVEYED: WH PACIFIC DESIGNED: ML DRAWN: JAS CHECKED: WCA APPROVED: TBB SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY W p J w Z Q a o Of z 0 w Z 2 0 Q �3 Z > J Q 0 W W < > Q W z Q Z p Q o W w W X z if w cn U LL. U) LU z LLI LU Q 0 U Z D z Z 0 Z Oljj 0 LLJ � W J F_06 Q 0 W U7 =W. 0 X o z z Lu o U Of _ U o U O CN CV 0 c`.) a- ti CM O o cn 6i Q 0 In w m H Z) 0 O w > Q 0 J Z p 2 X W w w W H 0 cn O a o z O O z a W 0 0 a a_ a U W O d z 0 f- a U w 0 Q Z J w w w W z w H > > Q O a d m m Q� O W > p p W � 0 w Q w w F z w w w o w jx w Q m cn rl w w � W w U w � 0 W W W W IY � m Z (n U U D_ c K !Y W Q Y of J U U Of w C In 3: C7 O rL z 0 Uof COm F- F- 0 � w 0 0 0 o_ m o DeQ W J m N c'7 N N N N N (V N N N N N N N N N N w H JQ CD N 4 O m O O C7 O M (0 N � N N H Q O H D W N N O W w W 0 w O O O O O O wC/) ul J Z� CD w Z 0 w 0 zW O 0Q U w0 = 00 W CO U Lu co Q ~ O =Q �p s O wZ oQ zp E N LLI O ~U wa ate+ of w p wE U) O� U L Of 7 L N o° O E N cn D_ cn w � (� Q I U 00 0F o o� W p w � O U) 0 �O O O 0- LLI J O O L) CID cy) Q w Z 2w Q = Ir z o(D O w LLL L ? 0 o(D 0 W Q cno mI J CO — L0 0 U5 X W Q= I*- D- Ofo � 0- z� W J wm m_ U)� az =O c� � zw §(If W ` Q O �< 2 SHEET 8 OF R-423837 IN COMPLIANCE WITH CITY OF RENTON STANDARDS L ELOPMENT ENGINEERINGanders 05/10/2023 Cj) HORIZONTAL: N D 1983/1991 CITY OF SEATTLE SOUNDERS FC HEADQUARTERS RENTON & TRAINING CENTER DATUM RENTON, WASHINGTON Planning/Building/Public Works Dept. GRADING & DRAINAGE DETAILS 05/01/20 PAGE: C3.22 SHEET: OF: 36 71 LO O O N N 6 , u H N Q J IIr W Z W U Z Z Q 06 C/) IIr W Q C� 0 Q W U w Cf) i0C W 0 Z 0 Cn Lu I— W C) A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. 00 N O 0 Lu I— IIr Lu I— z Lu U z z_ Q rr I— 06 rr Lu I- Q c) 0 Q Lu U L �/L^, v rr' Lu 0 z 0 U) Lu ��Lu VJ PROPOSED LAYOUT: SOUTH SYSTEM 1,666 STORMTECH MC-3500 CHAMBERS 68 STORMTECH MC-3500 END CAPS 12 STONE ABOVE (in) 9 STONE BELOW (in) 40 % STONE VOID 292,010 INSTALLED SYSTEM VOLUME (CF) BETWEEN ELEVATION 20.0 & 14.7 (PERIMETER STONE INCLUDED) 85578 SYSTEM AREA (ft2) 1196 SYSTEM PERIMETER (ft) PROPOSED ELEVATIONS: SOUTH SYSTEM 27.00 MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED) 21.00 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC) 20.50 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC) 20.50 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT) 20.50 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT) 20.00 TOP OF STONE 19.00 TOP OF MC-3500 CHAMBER 17.17 24" TOP MANIFOLD INVERT 15.42 24" ISOLATOR ROW PLUS CONNECTION INVERT 15.25 BOTTOM OF MC-3500 CHAMBER 14.50 BOTTOM OF STONE PROPOSED LAYOUT: COMBINED 3,332 STORMTECH MC-3500 CHAMBERS 136 STORMTECH MC-3500 END CAPS 12 STONE ABOVE (in) 9 STONE BELOW (in) 40 % STONE VOID 584,020 INSTALLED SYSTEM VOLUME (CF) BETWEEN ELEVATION 20.0 & 14.7 (PERIMETER STONE INCLUDED) 171156 SYSTEM AREA (ft') 2,392 SYSTEM PERIMETER (ft) NOTES • MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECHNICAL NOTE 6.32 FOR MANIFOLD SIZING GUIDANCE. • DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. • THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE -SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. • NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE PLACE MINIMUM 17.5' OF ADSPLUS175 WOVEN GI OVER BEDDING STONE AND UNDERNEATH CHAR FOR SCOUR PROTECTION AT ALL CHAMBER IN 0 E N ` 33708 E R AO `ISTOL 1, NAL �� T 0 R STUDIO 24" X 24" ADS N-12 TOP INVERT 23.05" ABOVE CHAN (SI 24" PARTIAL CU PART# MC35001EPP24TC OR MC350( TYP OF ALL MC-3500 24" TOP CON,.... ,�,... COUGH LINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com 361.60' U LL- U) LLJ 10 Z D 0 w zo LuQ U Z Z _ O C) cn z 3: Q In x x x Lu U w U ~ 0 0 o cn Q Z N I ~ L LJ W C JCO CO D- 06 o z Z c`) 0 Q = p LL c/) U = ~ w Fw— O w Q w 0 a J Q z w c Q o wit w w J p ~ U _ Z � W Z Q O O Q 0 U) Q Lli z wOf z w ~ z ¢ J z~ O 0 O p (n Z o O W � a d a o 2 X �, g 0° O w w Q W W W ~O W W o a IL p w p 0 W (n z ~ F- w V fw- (n z w Q Q a n O U) 0 0 U) 0 =� W Wa. X z 0 C7 F z Q W Z ° W W W W W (Z-D ° z w I- = 2 0 a d a a c O w > p p W ~ (D W Q W W F z w w w w W x W W w U w w 0 w w w w 11�U) <Q 0- Z ? O U U D_ Y O_ ir W J (n U p U p p Y t) w w ED C Z O J U m F- F- o D W U 0 U w w o 0�c W J N N N N N N N N m Q N rn m N N N N N N N N N w O ~ O O O ('7 N N N Q 0 W N N O N o0 c0 0D c0 O w 0 O CDO V E L a) OE U 0 i 1,0 N J O CD cn Z� Q= w O � Q �Q O J J_ � 2 3 0 O O Lo I CD SHEET OF w J Z< c7 w z p W p zw O cn U WU = 00 U L'uQ W J ~ LLJ =Q wp 0 Oa zp O H U W W p 0 W (n ~ U (0 00 N z x 7) N a CN Cl) w CO Q I ~ 00 oQ ao oo 0 ww p XS 0 (p �z o W z 0� Qw 2w xZ o(D zz I O p � ww (n p aw m~ 0 Fn ww X_ Q~ W �0 a> z~_ w J W m U) co Q z =0 (D w (D - zw �EOf Qw Xp Q~ U 2 J ~ D leVe R-423838 IN COMPLIANCE WITH CITY OF RENTON STANDARDS L ELOPMENT ENGINEERINGanders 05/10/2023 Cj) SURVEYED: SCALE: wH PACIFIC HORIZONTAL: NAD 11988 983/1991 SEATTLE SOUNDERS FC HEADQUARTERS DESIGNED: AS SHOWN ® CITY OF RENTON & TRAINING CENTER DRAWN: SAS - . RENTON, WASHINGTON ONE IN DATUM CHECKED... AT FULL SCALE g / g / Dept. GRADING & CA IF NOT ONE INCH Planning/Building/Public Buildin Public Works De t NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY TBB DRAINAGE DETAILS 05/01 /20 PAGE: C3.22 SHEET: OF: 36 71 LO O O N N 6 , u H H N Q J T O O O O N IIr Ll I— z Lu U C� z z Q 06 IIr Ll I- Q C� 0 Q Lu U LL Lu 0 z 0 U) Lu I— I— �Lu V i A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. 00 co N W I— Lu I— z Lu U z z_ Q rr I— 06 rr W I-_ rr Q 0 Q Lu 2 U LL v I'T Lu z �O v! Lu Q Lu W ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS AASHTO MATERIAL MATERIAL LOCATION DESCRIPTION COMPACTION / DENSITY REQUIREMENT CLASSIFICATIONS FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED D TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. N/A INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. PREPARATION REQUIREMENTS. PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER AASHTO M1451 INITIAL FILL: FILL MATERIAL FOR LAYER'C' STARTS FROM THE GRANULAR WELL -GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR A-1, A-2-4, A-3 BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVER TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" (600 mm) PROCESSED AGGREGATE. THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN C ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT OR 12 (300 mm) MAX LIFTS TO A MIN. 95 /0 PROCTOR DENSITY FOR SUBBASE MAY BE A PART OF THE 'C' LAYER. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR LAYER. AASHTO M43 PROCESSED AGGREGATE MATERIALS. 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS AASHTO M431 B FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER CLEAN, CRUSHED, ANGULAR STONE 3,4 NO COMPACTION REQUIRED. ABOVE. A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE CLEAN, CRUSHED, ANGULAR STONE AASHTO M431 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACES ° 3Lu SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. 3 4 < J UxLli LL_ U) W C) Z ❑ O w z w U Z Z Q O o cn Z Q X x o Y U w U 0 0 , o o Cn Q Z N af W w N Lq 0 ~ M O D- _j 06 o � z Z W c/) U Lu �: Q Of w c a J � z w ( 03 o w� ° ¢ F_U w — z 7 z < D m za w O} < wIr F_ z < "w o Z Z ° WO ° z x d °T PLEASE NOTE: W° o o w Z 0 w~ z 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED. ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". w a a ° W O O 0 o 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. ? r w z o o Q M a z ~ o 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECFE © > o n Q W w x " � Q COMPACTION REQUIREMENTS. ° cn w 0� o 0 0 o z w 4. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. W ¢ w w 00 > > > > w D: w w U w x O w w w w Of� Q w YJ U = U m PERIMETER STONE (SEE NOTE 4) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) 6" (150 NOTES: ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS — MC-35UU 6" END CAP SUBGRADE SOILS (150 mm) MIN (SEE NOTE 3) OM OF FLEXIBLE PAVEMENT. FOR UNPAVED S WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 24" (600 mm). 77" (1956 mm) V LLI < > , U_ 0 J U C0 F F (q (n (n VJ (n In D_ < 0 � < W J N N_ N N N N N N N N N N IyJ (M N N N coN H JQ am O N r- O O (\ N N N Q O of III N N O N o0 c0 0� c0 w C:)O O O O O Ir 2i 8' w cn J Z< 18" (450 mm) (2.4 m) zo MIN* MAX w ° 12" (300 mm) MIN O cn Q U _ 00 wCO U CO �Q w J ~ 45" **THIS CROSS SECTION DETAIL REPRESENTS O � =Q ~ ° (1143 mm) MINIMUM REQUIREMENTS FOR INSTALLATION. S p oQ PLEASE SEE THE LAYOUT SHEET(S) FOR E � z° ° 0 PROJECT SPECIFIC REQUIREMENTS. N 3:w W DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 9" (230 mm) MIN 12" (300 mm) MIN 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS. 2. MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3". • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/FT/%. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 0 E N ` 33708 E R AO `ISTOL 1, NAL �� T 0 R STUDIO COUGH LINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com limm EU) >` N N O c6 C? Oo U Oocc)) z cc U)a 0 w o� ww O CO CLz o_ w co J 0 CIDcn Q w Z 2 w Q = xz O(D :E O � zw w �o o(D Q ww J cl) ° LLI m _ Xw <_ o- xO a> z� W J w — mm U� < z =O 0co zw ;ET \ <w 6 SHEET OF 8 R-423839 IN COMPLIANCE WITH CITY OF RENTON STANDARDS L ELOPMENT ENGINEERINGanders 05/10/2023 Cj) SURVEYED: SCALE: wH PACIFIC HORIZONTAL: NAD 11988 983/1991 SEATTLE SOUNDERS FC HEADQUARTERS DESIGNED: AS SHOWN ® CITY OF RENTON & TRAINING CENTER DRAWN: SAS - . RENTON, WASHINGTON ONE IN DATUM CHECKED... AT FULL SCALE g / g / Dept. GRADING & CA IF NOT ONE INCH Planning/Building/Public Buildin Public Works De t NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY TBB DRAINAGE DETAILS 05/01 /20 PAGE: C3.22 SHEET: 3 6 OF: 71 LO O O N N u H H N Q J T M O O N IIr W I— z Lu U C� z z_ Q 06 IIr Lu Q C� Q Lu U LL W 0 z O U) Lu I— I— �W V i A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. 00 N I Nt I 0 Lu I— rr Lu I— z Lu U z z Q rr I-_ ,,, 'W V ) Irr Lu I— rr Q c) 0 Q Lu 2 U LL W rr' Lu 0 z 0 U) Lu Q Lu W COVER PIPE CONNECTION TO END CAP WITH ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE STORMTECH HIGHLY RECOMMENDS FLEXSTORM INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES ELEVATED BYPASS MANIFOLD SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT CATCH BASIN OR MANHOLE INSTALL FLAMP ON 24" (600 mm) ACCESS PIPE PART #: MC350024RAMP MC-3500 CHAMBER 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PARTIAL CUT END CAP PART #: MC35001EPP24BC OR MC35001EPP24BW MC-3500 ISOLATOR ROW PLUS DETAIL NTS A. INSPECTION PORTS (IF PRESENT) A. 1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B. ALL ISOLATOR PLUS ROWS B. 1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. 33708 O `ISTEg��ti NAL /D1/l 0 E N E R A T 0 R = STUDIO = COUGH LINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com CONCRETE C PAVEM CONCRETE SLAB 6" (150 mm) MIN THICKNE: STORMTECH CHAMBER OPTIONAL INSPECTION PORT SIC-3500 END CAP VIVL- L.rN I u11 \JI r%Li.�r L_v.� I f 1) vvvv uv GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 8.25' (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS 12" (300 mm) MIN WIDTH rONCRETE COLLAR NOT REQUIRED )R UNPAVED APPLICATIONS 8" NYLOPLAST INSPECTION PORT BODY (PART# 2708AG41PKIT) OR TRAFFIC RATED BOX W/SOLID LOCKING COVER 4" (100 mm) SDR 35 PIPE 4" (100 mm) INSERTA TEE TO BE CENTERED ON CORRUGATION VALLEY NOTE: INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY. 4" PVC INSPECTION PORT DETAIL (MC SERIES CHAMBER) NTS SURVEYED: SCALE: WH PACIFIC A DESIGNED: AS SHOWN M L DRAWN: JAS ONE IN CHECKED: AT FULL SCALE WCA IF NOT ONE INCH NO. REVISION BY DATE AP P R�71ROVED:TBB SCALE ACCORDINGLY UxLu X U) (n `n w cy z Z p Lu o 0 U v S Q w D Z Z 5 U o o Q N 'T D_ CV L0 O (h cr)O o 06 o o' o U) Q o LLJ W Lu = ~ W Lij � w Q � w � W � QF- xz w U) W Q M w_ Q ~ U N z D O z Q 3: U)Q O Z LLJ WOf O z W it F z a J z� 0 W 0 O O O (A z O to J Q 0 H Lu 0 O W w W u_ W En o a wa W Z O 0 W Z z� w 0 z w Q z Q D o O w z z z cn o wQ z z x vi W U z 00 Q m m z .0 U Q O a0 J J 0 W W W w F > W =) O > W F- a Q O W a W O_ w o_ W m I- J Q Z) W g w > w' O w w Z w w ww ww I (7 w x W w w ow U) III U W U g OU 111 Ill d z Z N Of Of Q W J O Y U U um U (D 3 cD O 2 z �U 0 J U m ~ ~ 0 o < �Q W J N c'O N N N_ N N N N N W H Q O O co O co M N N N Q O W o N O N O aD O CO O CO O 00 O CO O O W W J Z_ F U' w zo W 0 O LDa U wv = Oo U �Q W 0 ~ _, =Q 0 p U_ z oQ ~ zc U E W F-C) �ww 00 u) of E >` Ill 0 z w OE cV N W = w c6 0) 0?F_ 0C_ U U) o o< ww O OfZ p D_ w co J OF- m CC) w Z w Q = o(D w O zLL w o0 ~ Q J U)o Q w J c0 - CO — O Fn W Q= aF- wO a 0 F Z W J W m m- �z QO xa zw D' oa 7 SHEET OF 8 HORIZONTAL: NAD VERTICAL: NAVD 1988 991 CITY OF RENTON DATU M Planning/Building/Public Works Dept. R-423840 IN COMPLIANCE WITH CITY OF RENTON STANDARDS L ELOPMENT ENGINEERINGanders 05/10/2023 Cj) SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON GRADING & DRAINAGE DETAILS 05/01 /20 PAGE: C3.22 SHEET: OF: 36 71 LO 0 O N N u u�u N Q J IIr Lu z Lu U z Z_ Q 06 IIr Lu Q C� 0 Q Lu U LL Lu 0 z 0 U) Lu I— I— Q Lu U) A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. 00 co N w rr Lu z Lu rU) V z z Q rr I- 06 rr Lu rr Q Lu 2 U LL U) rr Lu z C0^, C/ / L1J Q ��LJJ VJ MC -SERIES END CAP INSERTION DETAIL NTS /lT/InR ATr/-I I rA 111 A PS MANIF MANIFOL ►f�lli NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL FOR A PROPER FIT IN END CAP OPENING. L• Ln0 wA s c ON ) HEADER )STUB 45.0" (1143 mr MC-3500 TECHNICAL SPECIFICATION NTS VALLEY STIFFENING RIB CREST STIFFENING RIB UPPER JOINT CORRUGATION BUILD ROW IN THIS DIRECTION: 77.0" (1956 mm) NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) CHAMBER STORAGE MINIMUM INSTALLED STORAGE* WEIGHT NOMINAL END CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) END CAP STORAGE MINIMUM INSTALLED STORAGE* WEIGHT CREST WEB LOWER JOINT CORRUGATION FOOT 75.0" _ (1905 mm) 77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm) 109.9 CUBIC FEET (3.11 m3) 175.0 CUBIC FEET (4.96 m3) 134 lbs. (60.8 kg) 75.0" X 45.0" X 22.2" (1905 mm X 1143 mm X 564 mm) 14.9 CUBIC FEET (0.42 m3) 45.1 CUBIC FEET (1.28 m3) 49 lbs. (22.2 kg) *ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" (152 mm) STONE BETWEEN CHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY. PARTIAL CUT HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PARTIAL CUT HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W" END CAPS WITH A WELDED CROWN PLATE END WITH "C" PART # STUB B C MC35001EPP06T MC35001EPP06B 6" (150 mm) 33.21" (844 mm) --- 31.16" --- (791 mm) 0.66" (17 mm) --- MC35001EPP08T MC35001EPP08B MC35001EPP10T MC35001EPP10B g" (200 mm) 10" (250 mm) --- 0.81" (21 mm) 29.04" (738 mm) --- --- 0.93" (24 mm) MC35001EPP12T 12" (300 mm) 15" (375 mm) 26.36" (670 mm) --- MC35001EPP12B --- 1.35" (34 mm) MC35001EPP15T 23.39" (594 mm) --- MC35001EPP15B --- 1.50" (38 mm) MC35001EPP18TC 18" (450 mm) 24" (600 mm) 20.03" (509 mm) --- MC35001EPP18TW MC35001EPP18BC - --- 1.77" 14.48" (368 mm) (45 mm) --- MC35001EPP18BW MC35001EPP24TC MC35001EPP24TW MC35001EPP24BC --- --- 2.06" 2.75" (52 mm) (70 mm) MC35001EPP24BW MC35001EPP30BC 30" (750 mm) NOTE: ALL DIMENSIONS ARE NOMINAL 86.0" (2184 mm) _ INSTALLED 90.0" (2286 mm) ACTUALLENGTH 22.2" (564 mm) INSTALLED 25.7" (653 mm) r 1 C 1 W C Z Q 0 W ~ z 0 E a a J O � < LLI Z m Z Q ¢ c W a z cr W C W � > F Qo Q (L L W J W CC d z z U i UF- o U � � U pip F- F o ,:I- R cy.) a O U c') z U o Ln U = w ~ � w w az xz w i wx � W — z FD O ( z w W Z I— z U W S o Oa a . x �0 FnQ c w �z i ;o Q Ww W (n � a� J o W w V W Q Z O J O� as o �a W J N lNN N IN IN N N O _ O o �yJ �H W _ O OO O N Q ow CUSTOM PARTIAL CUT INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE 12-24" (300-600 mm) SIZE ON SIZE AND 15-48" (375-1200 mm) ECCENTRIC MANIFOLDS. CUSTOM INVERT LOCATIONS ON THE MC-3500 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED FOR PIPE SIZES GREATER THAN 10" (250 mm). THE INVERT LOCATION IN COLUMN 'B' ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE. U LL_ 07 IY LLJ C)U Ctf W Z Lu � o �Q ❑ Z Z Q 0 z Q z (V Lli N J c1r) 0 Q LLJ O a 0 w c J u QC � � C C W w _ z 0 } a o c ` 2 W ' a ? 0 d ( 0 X_ LL o F 0 J Q W Z cn LLJ a (n W a (A o z m W CC a to C - o z c JCL W L w C m c cl W c w x O Z m 2' 0 0 W w > Lu 0 W (n > III 0 [ W L U) c > > U CC CC CC C i o 0 0 0 o i - (n (n (n (n (n ( O U U W 0 2 S O a � C Eco N O E 1 N *1 m -c U ao o 8 SHEET OF (n W Q� � 'oQ 0= W ~ OW xZ aW oO Qw xz oo zz _ W zz 00 Will 0 co W 0Fn W W Of a� a wo a z>- W J W m m- < co a0 n- ow zw �Of �w oa 02 2 J ['001 R-423841 IN COMPLIANCE WITH CITY OF RENTON STANDARDS LNJanders ELOPMENT ENGINEERING 05/10/2023 j, 0 33708 O ISTV'v� �� NAL E 01/�.� G E N E R A T 0 R STUDIO COUGH LINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com SURVEYED: WH PACIFIC SCALE: AS SHOWN VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF OF RENTON Planning/Building/Public Works Dept. SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON WASHINGTON ' GRADING & DRAINAGE DETAILS DESIGNED: DRAWN:JAS ONE INCH CHECKED: Wq AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: 05/01 /20 PAGE: C3.22 SHEET: OF: 36 71 0 O N N u N Q J T co O O N I..L Lu z Lu U z_ z_ Q 06 Lu Q C� Q W CU LL Lu z 0 Lij I— Q �Lu V i A PnRTinN nF THE NW 1 /4 nF gFrTinN R TnWN.qHIP 9.IN RANC-iF SF W M LO O O N N u F H H N N Q D J T O M O O O N Cy, n rr W z W U C� z z_ Q rr 06 C/) rr W rr Q D a 0 Q W U H OC w 0 z O Cn w J Q W U) A PnRTInN nF THE NI111 1 /d nF .qFrTI(1N R T( AIN]RHIP TIN RAN]rF .F 111/ NA LO 0 0 N N u F H H N N a D J T M) t'J C) C) C) N rr n rr W Z W CU Z Z a or 06 or w oC a D 0 0 a w CU LL V ) rr W r) Z D �O� V/� J W J a W A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. :................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:..................................................:................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................. . . . ......... ......... ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ...----- ......... ... ......... ......... ......... ......... ......... ......... ......... Z ::::::::: ::::::::: :::::......::::::: ::::::::: ::::::::: :::...::: ::::::::: ::::::::: :::...::: ::::::::: ::::::::: :::...::: ::::::::: ::::::::: :::...::: ::....... ::::::::: ::::::::: ::::::::: ::::::::: w 25 : ::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: :::::: 25 25 ::::::::: ::::::::: ::::::::: 25 ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ......._................................................................................................................................................................................................................................................................................................................................................................. : U I.........I. ......... ......... ......... ......... ` SQMH - .PER. FIELD '€ 1 1 1 - - .......:...... - - - 1 - - - - - - - - - 1 - - - - - - - - - 1 - - - - - - - - - 1 - - - - - - - - - 1 - - - - - - - - - I - - - - - - - - - 1 - - - - - - - - - I - - - - - - - - - I - - - - - - - . - - - - - - - - ........ . 18: LF 24 PVC @ 0.510 ; . ........ ........ ........ ........ ....... . R1M-21.5�'. 1---------1---------1-- .......--------------------------------------.. ....------------------------------------ '• ........ ........ ........ ........ ........ 1 € € BAS ' FLOOD . . . . . : : - - - - - - - I - - - - - - - - - - - - - : i . . r. -� ._ . . . Z ......... ......... . . ELEVATION=20.0 :..... PR F' ED..... - € ........ . ;......... :...........;.:.; I; �;�5.......I ...................... .........;..... — — l EXISPIN......... ; . :.........ali.........1........ .... ......... .... ......... .... GRADE........; ...................... ..... ........ ........ .....�.1......... ......... ......... ......... Z 1;.........1........ GR4DEI.........1......... ......... ..;..................I.........I.........I....... �.T. ;. ........... ...... ......... _ 20 20 20 III.........:......... _ — _ _ _ _ _ _ _ .....- . " o ....... ......... ..�..... ........ .. _ .. ....... Q lI l — — — _-- — — . i . . 30LF12 PVC: 1.8/o I —. E—: . . . . . . . . . . -- .—.—. . . .-1— . --. .—. --.—. - .--..— . . I . . . . . . . ,@. I I . . . . . . . . I I . . . . . . . . . \. . . . . . . —€_.�— III.. o. Ir. I ..... .. ..I.........I........ ......... .........I..... I I I I II ...... .....—. . �..... .. I� I . . . . :46 LE 12. PV.C: • r. .. . . . . . . . . . . ...... . . ... . . . .. . . 0 2 /0 86 LF 12" PVC 0.50A I I I '_. I .. I I . I,I..�r....... .......... :.......112LF12"PVC' 0.5°/a........... ..... I .......... I.........I; �:0 ;.. I.........I. I---------I------...I ; ; /�/�/� 1----- .I;.:J _. ---! I...... I `}-1---------1------...I :I: .I ......... . ...... ........ ........ ........ ......... `+V ; .Li! : ; . . . . : : . . . . . ; - . . . . . . . . . . . . . . . . !i i . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . 'n U : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 43 LF 2 PVC U.5 /o 1 5 I 11---------1---------1---------I-- 1---------1......... .......... .I----- 1 1 5 1 5 I. ..1...@.....I. ....... 1 5 .................................................I.................................................I.......:..................................I.................................................I....................................................................................................................................... ...............................................................................................------------................ .......... ....... ... ........ ................ ................_............................................................................................................................................................. ............................... c� ... ........I.... . I.... I.... I.... I.... : . . :...:....I.... .... I--------- - 1 1 1 ----- 1 1-I........ ..... ........ .. .. ... ....I....... ...... ........ ........ ........ ........ I I I , I _ I.... .I---------1----.... ........ : .. ... I ....... :::: :: I - - - - - - - - - I - - - - - - - - - I - - - - - - - - - - - - - - - - - I - - - - - - - - - I - - - - - - - - - I - - - - - - - - - I - - - - - - - I - - - - - - - - - I - - - - - - - - - I - - - - - - - - - I - - - - - - - - - I - - - - - - - - - _ - - - - - - I - - - - - - I - - - - - - - - - I . . . . . . . . . I I I I W1---------1---------1-------..I......--1---------1---------1---------I------1---------1---------1---------1---------1-- 1 I I 1 I I I I --------1---------1--------.I......--1---------1---------1---------I------1---------1---------1---------1---------1---------1------.I--' ..I.........I----.... ........ I ..... .I....... I. 1 1 1 I 1 1 1 1 1 1 1 1-----1---------1- 1.... I I. I. I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ...... 1 SD 604 CB TYPE 1: I . . . . . . . . I . . . . . . I . . . . . . . . . . . . . . . . . . I 1 1 1 1 1 1 1 I 1 1 1 1---------1---------1 I------.RIM,17:79:-I-------I I III. 1 O :---------:-------- :---------:.........:.......:.......IE=15:2112"(IN)E--:...... 1 0 1 O ;........ 1 0 ....................................:.................................................:.................................................:...............................................:.................................................:.................................................:.................................................:........................:..:...................:.................................................:.................................................:.................................................:.................................................:.................................................:................................................:................................... ............................. .------------................. ...................................................................................................................................................................................................................................................................... ............................... a 1.............................�..................;..... ------------------------------------=------- -...;..... .;---------;---------;---------;---------;--------- ----- ....... ............................:.._...:..:.........._.............._.............._... I - - - - - - - - - I ......... I .........:.. I 1 .. I ... 1 SDBA2CRTYPEII-48'! ...: I O ID OCKNGLb ... . . . .. . . . . ....... ... .... ...... ......... ......... ....... . . ..SD.B01 C TYPE II - 48.. . W/ L L I I I. : I. ; I , I- - - - - - - - - I - - - - - - - - - I - - - - - - - - - i - - - - - - - - I - - - - - 1 - - - - - - I - - - - - - - - - I - - - - - - . . . I - - - - - - - - - I - - - - - - - - - I . ; .,' . . . ; . . . . . . . . . I . . . . . . . . . ; . . . . . . . . . . . . . . . . . . : �� . . . ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I ... I....... I :.- I .RIM=9:.18::.....1 I I I ' ...... ......... ......... ........ R1M 18.77; .... I :.........:......... I - - - - - - - - - I - - - - : - - SD B03.0-TYPE II --48 ..:.. ' .. ..:.. .. € ; SD: CO2 CB TYPE II - 48. I .. . ...... € .... . - - - I - - - - - - - - - i . . . .-.... .. I ... . . . . . .:. . . . . . . . . I ... . .. IE=16 3012 (1N)S ... ; I _ - - - - - - - .. _ 0 i....IE-16.7.5.1 INNS... I --------I-- --I-- -.I- I I : I S I ( ) i....-----I........_.;........ I---------I---------I...........::::::..I-- --- ......... ......... RIM21.5a .... _ .. ......... ......... ........ D CO3 CB TYPE II - 48" : : € :IE 19 8 4 N E' ... ; RIM I 1 ...... 1 .. IE=16.%512" IN E ......: ....... i .... - - - - - I ...... 1E.-16 3012 (OUT)N .. I .. I - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - IE=15:7412'(IN)S . . .... I ; . = 2.2 "(I -) '_:......... ; .. . ... . Q I------ 1 1 I ,(.). . I---------:------ --------- --I.. ... .I--------- ---- I ....... _ ........: 1�= ..... ........ ........ ......... 1 1 I- _ I 1 --I . WJSQLIQLO.CKINGLIDI 1 I---------I---------I-.IE=95,7412:(�UT)11V..--- I 1 ...IIE-11.82.24OUTS fi12 N W 5 I I I IE-16.751 OUT N- ----. I I I I I I I 5 5 ( ......... : .. . 1.1...4 (I.N.........:......... 5 ...............................................................................................................................................................................................:........................................................................................................................................................................................................................................................................�.�.y..................:....................................I.................................................€.................................... ....................................:.........._......... ... ......................................................................... ------I-- I---------:-...W/SOLIDLOCKING.LID ----I € € € € I --- I I I ----- ---..... ........ ....I... ......... .... ......... ......... ........ _ I I . . HV/ SOLID 10rl< i�G LiD I I : W1 SDtID LOC4�ING tiD IE L D L ! - - - - - - - - - I - - - - - - - - - I - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . I I I I . I -- I I I 72" ;.. 1161 24 (O1T}Vu SD Cfl1 CB TYi' II - Wl SO [ OC11 ING L D I---------I---------I.........i.......--I---------I---------I---------I---------I---------I---------I---------I---------I--....---I---------1---------I---------1 1----.....,. _ ..,........ ........ .. ..... ......... ... ........ ......... U 1---------I---------I---------I---------I---------I---------I---------I---------I---------I---------I---------I---------I---------I---....--I---------1--I---------1 1----.....I ....... ........ ....... ........ .... ......... ......... RIM-20.52 : -------- I.......-- ----.. .........:-IE-11.9124"OUIfW ....... ......... ......... ......... ......... ......... ........ LL 1 1------.I---------I---------I---------I---------I---------I---------I---------I---------I---------I---------I---------I---------I---------I---------I-------..I I......... ..-.....(.,)......... ......... ......... ......... ......... ......... 1 1 ....... 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I .. .: -W/ SOLID LOCKING LID . 1---------1---------I---------I---------I---------I----...--I---------I---------I---------I---------I---------I---------I---------I---------I---------I-------- 1 1 I.........I ........ ........ ........ ........ ........ ......... 0 I ---------I-- I I I I I I I I I I I I I I I ---------I 0 0 I.........I.MOILPOLLUTIONCONTROL.. 0 I............ I.................................................I.................................................I.................................................I.................................................I.................................................I.................................................I.................................................I.................................................I.................................................I.................................................I.................................................I.................................................I.................................................I.................................................I................................................. ......................................................................................................----.......................................................................................................................................................................................................................................... : W 100+00 101+00 102+00 103+00 103+20 100+00 101+00 0 Storm Profile 5 Storm Profile 6 z D SCALE: HORIZONTAL 1 "=20' ; VERTICAL 1 "=5' SCALE: HORIZONTAL 1 "=20' ; VERTICAL 1 "=5' O:................................................:.................................................:..........................................------.:---------------------............................:.................................................:.................--------------------------------:-----------------------..........................:.................................................:.................................................:.................................................:....................................................................................................................................................................................................................................................................................................................................................................---------------------------------..........................................._.................................................................................-................................................................----............................................................................................................................................................ C /^) . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / I I I I I I I I I I I I I I I I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . I . . . I 1 I I I I I I I I I I I I I I 1 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . I I I I I . . . . . I . . . . I . . . I . . . . . . . I . . . . I . . . I . . . . . . . I . . . . I . . . I . . . . . . I . . . . I . . . . . I . . . I . . I . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W.........I.........I.........I.........I.........I..................I.........I.........I.........I.........I.........I.........I.........I.........I.........I.........I.........I.........I.........I.....--------. .....---------------- J.........I.........I.........I.........I.........I..................I.........I.........I.........I.........I.........I.........I.........I.........I.........I.........I.........I.........I.........I.....----------------------------------------------- ----- I I I I I I I I I I I I I I I I I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .I.........I.........I......IIIIIIIIIIIIIIII.I......--------------------------------------------------------- 2 5:........I.........I.........I.........I.........I.........I I.........I.........I.........I.........I.........I.........I.........I.........I.........I.........I.........I.........I.........I....... 2 5 :................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. .............. ................... -........................................................................................................................................__................................................................................................................................................ ....:.... . I.... I.... . . . . . ....I.... ....I.... ....I.... ....I.... I .:....:.:.:.:.:.........:.........:.........:.........:.........:.........:.........:.........I.........I.........I...I.........I.........I....:...I........-------------------------------------------------------- a I I I I I I I I I I I I I I I I I I I I "------------------------ : . PROPOSED W ;.........:PROPOSED..:.........:.........:.........:.........:.........I.........I.........I.........I.........I.........I.........I.........I.......I.........I.........I....... ..BAEFL D...I.........:.........I.........I.........I.........I.........I.........I.........I.........I.........I.........I.........I.........I.GRADE.::........ I.........I.........I.......-------- ... S .. 00 ... BASE Ft00D .I• 1GRAD.E. .; .; .; .; .; .;. ; .;. ; .; .; .; .;. ; .; .; .I. ...ELEVATION=20.O. ..I...:.........I.........I.........I.........I.........I.........I.........I.........I.........I.........I.........I.............................I ..........................I.... ELEVATION=20.0--€ I* . .I.........I......... I ...I.........I.. ...I.........I........ I ........I.........I.........I I .....I.........I ....I I ::: --- -------------------------- III....I... II...I.. ...I....I................I.II......I1.....I.........II I------ ---...----i-...---- --- -------------------------- 20 _ 20 �. -.......:. .......I.. I.........I.........I ... .........: .......I.........I. ...1 ..1... ... :-.-`.-_ ..I .....I I .....I ....I... ..I..... I I.... _ _ _ ^._ 36LF24PV @0.5%:: —4—_ �I :.. ..: :.. I .:. ,...—.—., �.........:.........:.........:.........:.........:.......... ....... — _ . ......... 1......... .. ..I.. 1E,YlSTING: ..I.........I. I.........I.........I I.........I.... I.........I.........:�....I.........I.........I.........I............ .� I 1 -- — — — I------ ........I.........I.. ; .....:.........I.. ...I.........I.........I.....I.........I.........I.........I.........I.. ...— — L — I I... ..I... ..i. �.!....:. I -------'—I ........I.........I.. IGRADE..... I I I I I. .. I I .....I........ I I .... 1 .-.—.—.T I I ..... _ ,:.........I •I I .----- �---------------------- € € _ . : : I . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . : . . . . . . . . . : . . . . . . . . . : : : . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . : . . . . . . . . . : . . . . . —I �.._.. .._. _I._. y .T . : . . . . . . . . : - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - - I.........I.........I........II.....I.........I........I.........I.........I. ..IIIII II:.II -I -- ----------- ----�--------- -- . EXISTING . . . . . : : : : : . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . : . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . , I . . . . . . . . . I . . . . . . . . . I . . . : . : . . - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - 15 15 .................................................I.................................................I.................................................I.................................................I.................................................I.................................................I.................................................I.................................................I...................................I.................................................I.................................................I.................................................I............................................. .... __...................................... ..........------.................................................__........................................................................ . ..............................................._...... „ o . 6R;}DE..... I.... ..42....f�R�f ,G&E-D-6-fORM-X!4N� IIII:.:.......:....... : I -...... ------------ , 288 LF 24 PVC @ 0.5 /o I _ ........ ......... .. .............,.........I.........I.........I.........I.........:....I.........I.........I.........I.........I.........I.........I.........I.........I...:IE-:16.78.......... -- -I ----- ------------ -- -------- -------- -------- III IIIIIII IIIIII II -- •I ----- ---- ...I.........:.........I.........I.........:.........I.........I.........I.........I.........I.........I.... o...I.........I...... .;........ .. ......I.. ...I ......... .........:.........:..... .I 0.5/0............:... ----_------- I---------: 24":-OOD 1X'ING -- 230 LF 24 PVC @ . f OPOSED S ORM . IN 12. P T ' G I ... ....I......... I I......... .. I.........I......IE=1:6572........:.........1•------ ----- --------------RI:-(-)-------I PLAIN MITIGATION NETWO I I: I I -I ----- ---- 1 IE=1.64- ----- --------- -------- I .................I.........I. ...I ........I .I ...... I I I..... .... I 1 O I I .........:.........:................. I I....... ,.........I.........I. I.........I.........I...... I.........I.... I i _ 1 0 .................................................I.................................................I.................................................I.................................................I.................................................I.............................................................................................. __.......-------------------------.............. ........................................................................................... ............................... .........................................................................................I........... .........:........ ... ...............I.............. .............I................. ....I.... .................:.... . �.... :.........:.........:.........:.........:.........:.. :.........:.........:.:.........:.........:.........:.........i.........i.........,.... _ --- --------- _•---------------------------- .........I....I.....I...II.....I.........I.........I I.........I.........I.........I.........I.........I.........II....I...:.. I ---------- .....I....I...I...II..I....I...I I..I....I.........I..I..I.........II..II..I I --- ---- ---------I- --------------------------- .....I....I...I.....I...... I....I..I I..I....I.........I..I..I.........I.....I.........I.I.....I I I . . . I . . . . . I . . . . I . . . I . . . . . I . . . . . . I . . . . I . . . I . . . I I . . . . I . . . . . . . . . I . . I . . I . . . . . . . . I I I I I - I - - - - - - - - 1 - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - . ' 78. L) 24" PVC @ €0 1 . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . : : : : : . . . . . . . . . : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . I I I I I . . . I . . . - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - :.........:.........:.........:.........:..................:.........:.........:...:SDC04CBTYPEII-48.,.:.........:.........I.........I.........:.........:.........:.........:.........:.........:...... I... :... 5 . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . i . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . - - - . . . 1 . . . - - - I - - - - - - - - - I - - . - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5 '...RIM=2.1.:54...........................................1.................................................1.................................................1.................................................1........... .................................................I............ .....................................................................................I............ .....................................:............ .....................................:............ _______________________I ___________............ :.................................................:.................................................:.................................................:.................................................:.................................................1.................................................;.................................................;.................................................;......................... ..............................................:.........:.........:.........:.........:..... _ "....:.........:.........:.........:.........;.........:.........;.........:.........;.........;......... 48��...... I.........I.........I.........I.........I.........I.........I.........I.........I.........I.....IE-1... .(I. ...... I ... ... ... ... ... ... .... --- ----------------------------------------- SD C05 CB TYP II - ............. ... ... ... ... ... ... ... :RIM=18:99-- - I :.........I.........I.........I.........I.........I.........I.........I.........I.........I.....IE=15.008(1N)NE... :. I I I I I I I I I , - - I ;.........I.........I.........I.........I.........I......... .....I.........I.........I.... i....I.........I.........I.........I.........I.........I.........I.........I.........I.........I.........IIE=9.1-924(IN)EI S[#C06CBTYPEII- 8" ----------------------------- . I I I I I : I I : . IE=10.2624"(OUT)W . I I I I I I I I I : . . . . . - -11- - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - :.........:.........:.........:.........:.........:.........I.........:.........:.........;.........;.........1.........1.........1.........1.........1.........1.........1.........1.........1..... :IE�, _ . I--------------------------------- •.........I.........I.........:.........I.........I.........I.........:.........:.........:.....WISO.LI.LOCKINGLID.1.........1.........:. .......I ......... ......... ......... ......... .........i.........I..... ;..91.9 EI=9.0824"1NE 24 (OUT)K- .IIIIIIIII::.:.I; IWlSOLID:LOCKIJGLID-----I----( ) I-------- -------- -------- -------- 0 1 I I 1 I I I I I I 1 I I I I I I I I 1 I I - - - - - IE*9-.01 24" OUT NW I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 I.................................................€.........................-----------------------------------------...............................€.................................................€.................................................€.................................................€----------.....................-----------------------------------------.........................€.................................................€.................................................€............................................................................-----------------------•------------------......................................................................................................................................................................................................................-----------------•------------------------.....................................................................................................................................................-------------------------..........................................................................-............................................................--....................................................................................................................................................................................... ( ) 102+00 103+00 104+00 105+00 106+00 W/ SOLID LOCKING LID 107+00 107+20 Storm Profile 6 con't SCALE: HORIZONTAL 1 "=20' ; VERTICAL 1 "=5' O`� aBw�S�� ti 7 O Y �Q 33708 ��I�NAI� �� oyl o\lti', G E N COUGHLINPORTERLUNDEEN E R A STRUCTURAL CIVIL SEISMIC ENGINEERING T 0 R 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com - STUDIO Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: SCALE: WH PACIFIC VERTICAL: NAVD lsaa AS SHOWN HORIZONTAL: NAD 1983/1991 CITY OF DESIGNED: ML RENTON DRAWN: JAS ONE INCH DATUM CHECKED: AT FULL SCALE WCA Planning Building Public Works Dept. IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY TBB R-423844 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING r NJanders 05/10/2023 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON STORM PROFILES 05/01/20 PAGE: C3.32 . OF: 39 71 LO 0 O N N 61 LO M O O I N N Q D J T M O 0 0 N Ir 0- W Z W U (D Z Z Q or 06 W or Q D a 0 Q W U LL W r� Z O J I— W A PnRTInN nF THE NW 114 nF SF(;TInN R TnWN.I;HIP 9.IN RANC-,F 5F W M LO O O N N u H H N N Q J T O M O O O N Cy, n rr W z W U C� z z_ Q rr 06 C/) rr W rr Q 0 Q W U H OC w 0 z D O Cn w J Q W U) A PORTION OF THE NW 114 OF SFC;TION R TOWNSHIP ?:IN RANrF 5F W M LO O O N N 61 N N a J T O t'M) O O O N rr n rr W Z W CU Z Z a or 06 or w oC a D O 0 a w CU H U) rr w 0 Z D O w J a W A PORTION OF THE NW 114 OF SFC;TION R TOWNSHIP 91N RANC-,F 5F W M LO O O N N u F H H N N Q D J T O M O O O N Cy, n rr W z W U C� z z_ Q rr 06 C/) rr W rr Q D a 0 Q W U H OC w 0 z O Cn w J Q W U) A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. W N O 0 W rr w z W U 0 z z Q rr I- 06 C/) rr W Q 0 0 Q W 2 U H C/) rr W 0 z 0 C/) LU Q w C) °BWB�o`r',� Q 33708 ��'i4jONAL E�� 0�101 JLL 3wr. 3w4 awn- - awr awm awn_ awr awn- 5 /o / t , } � 7� \ l�r� \ _ ,.7'' tea- �o 'vv / 1 1 ` ` awn- awa aw4 au. ` N _ n 5.✓ i I l �' l -20 / 7 \ —� `.f.— — r'R I ~ ,. ., I M 1 (I \ I C . 0 --C-'Z'jl .. I 0 I 1 0 EAR L0o0 PLAT , x I E FET2� /i POND B — //, _.�_----___ _-�`- __ -� r- I .I �. -- .01 1 I �7 ` ^ \ I' I\ I I I I T I II l )i II m I I '� I v- xl Ii( IIII /1 I. to �° ��o �° r(IIIr��/ T ° r a-3 IF— �•.•° 1 7 I II , i l �/ I , x 0 I I I I L L • x • • • 11 \ � ° x x x -o�lll. I _ s I K . � , , I - III � \ / l ✓ I� `� , � � �i �R� � I �' � I I f I III I x — SDx / 1 I I I ` STORAGE 1 I ' _ III I) I rr L_ <. .. .... = 1 I ,,.a • .:.,. , s.. x 1 f WASH *' I I I II. �l\C \ � _ I �> BSI\ AREA fn • • • I I n, \, ` E�Vj \\\ I N274150"W ^ 6 l I II — — — JIM I I III ) 47L—_ - _ _ ICl) \ f.r.: — — _— — el 48 I x III ! I kI z 00 YEAR FL 0 I I I I I 1 1 FLOODPLAIN 00 C� X ( c ELEVATION .: .`z . ° J 0` � `- \ � � A • - \ \ BFE=20.0 ��— P := f 1 v J , \ v �} 41( \ ti ( t� \ \\ \!'``,:: J 1 {`Y I Cn./ P I I J \fit f1 r f l ,; BV4842YF9" — — I _ _ 4 :} .iris . ;'1` 0 0 �{� x l b�-Df ` \\ I -j\ �� \\ \ (� 1 cry a - o VW I ADJ>1S°TM`��\\ \ n�o \ \ \ J ` I ` , l0 �b� .� �� © FOR SOUNDER \ _ L S n ✓ I° 1 O 0 ``Q I I j -�' P \\ I --/ \ I o HEADOUAR�€RS �\ LI � LNI�IIir �-� -� LIMI I�AI� (D ( 0 p p \ (D { I \ } 0 \ \ \\ \ U / 0 / — I \ In, 1 fI 0 - \ �-� — I ' I \fl � � . � ! `� _ / 0 �- EL x \ I q III 0`I(\ L �� L � � IIII _�— I I� i L�'�_ , ; r r�� — =.—('-'t-��(.. �--' —) f"I . I � / , J ✓�i Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) G E N E R A T 0 R — STUDIO - COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com NO. REVISION SURVEYED: WH PACIFIC DESIGNED: ML DRAWN: JAS CHECKED: WCA APPROVED: TBB SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M Aowttk 1%. + i CITY OF RENTON Planning/Building/Public Works Dept. • Legend N 79°3306" E - 46.81' PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL SYNTHETIC TURF NATURAL GRASS CONCRETE RETAINING WALL CONCRETE CURB R-423848 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING r ° NJanders 05/10/2023 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON OVERALL PAVING PLAN 05/01/20 PAGE: C5.00 SHEET: OF: 55 71 LO C) C) N N u H H N Q J T M) t'J O O O N OC W I— z W U z z Q W C/) Ir LU Q 0 Q w 2 U LL C) W 0 z 0 U) LU I— Q W C) A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. w z W U z z a 06 (1) w rr a 0 0 a w U LL 111 0 z 0 LU a W U) / \I/_ _\I/_ _\I/_ -\I/_ _\I/_ _\I/_ _\II- -"'_ LIL / \\ II LIL LIL LIL LIL LIL LIL LIL LIL �I AIL LIL I MTN"G AREA A (A1- \ \ \ _ ill/Z_ lll! 1_u/_ \1LL/� � lll/Z- � lll 111/� � lll// � ill//_ \ I \ \ ill/c lll/� lll/4\ ill/ ill/Z- � i11/Z- � ill_ /Z_ i_ll/� � ll— --- - - - - -- I I _ /,c- � ill/,� � ,� --- - - - - - _�I/_ _\I/_ _\I/_ _\I/_ J/_ sIL AIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL � L \ \ I LIL LIL LIL LIL LIL LIL I WATER ill/� ill/� ill/� ill/� lll/� lll/� ill_ /Z_ 11L LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL � L I I_�II_ �� AIL LIL LIL AIL AIL AIL AIL 11L �r� — — — _ _S8T15'07'E 511.31' / ill/� ill/� ill/� i11/� � _ _�I/_ _V/_ __ __ _�I I �tr- — — `I--� LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL sIL LIL � L \ \ LI LIL LIL LIL LIL /Z_ 11 " DECI \ _ --- - - //,� � ill/<- � lll/� ill/,�- � ill/� � lll/,� � ill/,�- � lll/� � lll/,� _�V_ J - J/_ _III_ _III- LIL LIL LIL LIL LIL LIL LIL LIL �� IL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL mil- \ \ \ill/� D 20" DECID IB ATER _III_ LIL LIL LIL LIL LIL LIL LIL LLIL LIL LIL LIL LIL L L ECID AIL LIL LIL LIL LIL LIL LIL LIL LIL /,� /<_ \ \ � iLL/,� � <- � lll/,�- lll/,c L - _III_ LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL L L II LIL LIL LIL LIL LIL LIL LIL LIL LIL Z_ � il_l/� � lll/Z_ 1F#IL47.83' R=160.00'_\II_ -�✓ LO O 14'A LF, O N 0 10 20 40 CV U 111=20' Legend rl�_ L0 N 79'3306" E - 46.81' PROPERTY LINE MO ASPHALT PAVEMENT O O ^o o. CONCRETE PAVEMENT CV D N GRAVEL a CONCRETE RETAINING WALL I J CONCRETE CURB sIL / J/_ LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL AIL � L \ LIL LIL LIL LIL LIL LIL / \ \ \ _/,Z- � ill/� � ill/� � ,� �=// / CV lll/c 111/� ill/� ill_ O U --- _III_ L AIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL / // � j� � A LIL LIL LIL LIL LIL LIL LIL LIL LIL \ ' /Z_ W J ASPHALT PATH / / PER DTL ;jl C5.20 LU LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL / � LJJ LIL LIL LIL LIL LIL LIL /L _ / " 15DE N /,� I \ \ \ill/� ill/� ill/c �=-- -- - - W _�I/_ LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL � LIL LIL LIL LIL LIL LIL LIL LIL LIL //'� � w4t 29.22 / / IZ J/- LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL � 7 // LIL LIL LIL LIL " CON 231� DECID \ \ \ \ XL,� / lll/� / /// � / /' ,. 13 jC�dN � ., I LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL AIL LIL LIL LIL / / / / /,� ill/Z- ill/� ill/� --- J/_ LIL _III_ LIL _III_ LIL -\II_ LIL 0 '00� 24" "DECID " 0 h / \ 0// 1 lll/� ill/� ill/< � - - - - - - LIL LIL LIL LIL LIL 100 FT POND "A" /Z_ / / / o"�EC�/d/ �/ ��/ WETLAND BUFFER lll/� lll/Z_ ill/� lll/c/;' 0 10DECIB / /�/ / •, LIL LIL LIL LIL LIL LIL LIL j/ lll/�warER J / / / / J" VLL- LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL �l /T A2 / / 29" LIL /� j / 13" TEST PIT AP , , , / ,�, , ,ir R-4238 49 AIL -` AIL AIL sIL AIL LIL LIL LIl- AIL 11L AIL 11L IN COMPLIANCE WITH CITY OF RENTON STANDARDS LIL / /L /,c- > DECID rr � ill/<- � ill/� ,� /,� / / / / /' /� rr I DEVELOPMENT ENGINEERING �= �� WETLAND FLAG AREA A (A 1 A31) Wanders 05/10/2023 \Ili �Ifi rF9� �iV I% DES CONTINUED - SEE SHEET C5.04 B. BRO 33708 ��slONAL ��ti� 0�/0\1ti3 Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) G E N ERA T 0 R STUDIO COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com SURVEYED: WH PACIFIC SCALE: AS SHOWN VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF 1"R RENTON Planning/Building/Public Works Dept. DESIGNED: DRAWN: ONE INCH 1 CHECKED: I WCA AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE AP P R APPROVED: SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON PAVING PLAN T C'7 O O N w z w U z z a 06 w a 0 a w U U_ U) cc LU 0 z 0 DATE 05/01/2023 W FIELDBOOK: J PAGE: DRAWING NO: C5.01 Q SHEET: OF: 5c � 1 W V A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. 00 CY) / I G � Q I LIL I ASPH Lu �I I W J CON z ( 21�C1D ui (D lD Z �I / / 0 1�5" C z I / Q ��--/ 0 7"C i / 1 ( f -DECID— U) / J r % DE W O 14" DECID o1 SDCB Q 0 RIM=15.88' 6" PERF. PVC Qui I� I 6" N' / OTJ' LL Lo U) V 5 W \ W Lu ' i z Cl)I W O LLJ � ULu N J uJ e� u of / / I B. BR0 OT WASH 33708 GNAL oy/o\ / 7 / 14" DECID GRASS UTILITY EASEMENT AFN.• 9903231472 8„ DECID i 74) SDMH \ (R1M=19.72 / IE(E)45.90' 12 PVC 9" DECID \ IE(S)# 15.70' 12 PVC _ 1g1Vc/=10.uu 0 ut _ 0 12- CON I O 14" CON IF= ATP G SSMH / ` / I I RIM=20.18' . \ FLAG POLES (x3} 1E(E)=3.38' 10"DI l / / I I lE(S)=3.62' S Dl SSx — GRASS P / SDSDx —56x- SDx �, _ ��L �( SDx SDx o x / ) m x NO PARKING NO PARKING NO PARKING u /!\ \ , DECID I / / % �� / �. m P Z12" DLL^ID / I I ' I ° 10" CON i —SD�a�rl- RIM- 16.90' I lE(W)=15.52' 4rP C / / i O15" DECIbb l / n Wx Wj — SSx. YS'Sx, SS; I I x lixl I I� I I l l SDMH l RIM=19.72' 15.92' 12'PVC AIRLINE — — ( l j' 7MAAFR 0 /10 DECID nPLANTER /0 10"DECIDx�� SDMH x j — 10" DE�IDRLM=20.49' p � o IE(N)=15.16' 12PVC / I ` S co1 wlE(S)=15.10' 12'PVC CONC WHEEL G E N COUGHLINPORTERLUNDEEN E R A STRUCTURAL CIVIL SEISMIC ENGINEERING T 0 R 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com - STUDIO / ° STOPS W', I 0 0 / ! I x040 V �I J � O S H l � 12D1 �� / 0 0 0 ° ° W i / W Dx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx CONCRETE SIDEWALK I N PER DTL AWING 0S W o I ` C5.20 x HANDICAP Lu I il� O OPARKING co I � p I i yj BUILDING BUILDING LLJ SDMH RIM=19.72' Z I > IE(W)= 15.22' 12'Dl CW ` IE(E)=15.22' 12'Dl I Z II Io R57-7' V . .. 13 1901 OAKESDALE AVE SW II I ~ BUILDING I I 25-20 .... 59,752 SOFT II I..f.. T 4 , I CONTINUED - SEE SHEET C5.05 7,151 REVISION I 81 DING LO O 14'A Ls' 0 N 0 10 20 40 N U 1 "=20' Legend � N 79'3306" E - 46.81' M — — PROPERTY LINE � ASPHALT PAVEMENT C) 0 CONCRETE PAVEMENT N D - N GRAVEL Q CONCRETE RETAINING WALL I J CONCRETE CURB I I I I I R-423850 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS BUILDING Buh 25 DEVELOPMENT ENGINEERING r 25-20 59,752 SQ.fT. 59,75' Wanders 05/10/2023 ' Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: wH PACIFIC SCALE: AS SHOWN HORIZONTAL- NA 119� HORIZONTAL• NAD 1963/1991 CITY OF SEATTLE SOUNDERS FC HEADQUARTERS DESIGNED: VRRENTON & TRAINING CENTER DRAWN: JAS ONE INCH DATUM Planning/Building/Public Works Dept. RENTON, WASHINGTON PAVING PLAN CHECKEDCA AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: TBB T 0 O N W z W U z z Q 06 W a 0 0 Q W U LL Er W 0 z 0 DATE: 05/01/2023 W FIELDBOOK: PAGE: DRAWING NO: C5.02 Q SHEEP: OF: W 57 71 Cf) 00 0 w rr w z W U 0 z_ Z a rr rr06 vJ rr W a 0 a w 2 U H rr v! rr LU 0 z 0 LU a w () A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C5.01 � 7 � AIL � AIL AIL L lll/� ill/� ill/z ill/< ill/L ill/� ill/� ill/c —r -24 SD (DI) -- --- / E � / � / / � ✓ / _III_ _III_ _III / J/ h / / (1 DECID DECID AIL AIL AIL x XI X X / / / / �. � .�.--.—.—. ❑❑ ❑❑ / cn cn U) � ill/� ill/� 111/z- ill/� - / 0 10' cold �lll/� mill/Z- mill/� /Z- _ / / 'o ---------- ------`,li` �- -- -- - �.—..�.�.... —.— X x o — — — AIL sIL AIL -- — — -- -- }6-------------- ---- --- -- O 21"DLID p / 16"CONi/ // —-- --—i-7-------- 11"DECID — �frDECIIT--- �—fil"�BECl9--_�------- �— 2�EEf9--- -- ---- --� p 14' DECID O— / --- -- — �— -----� � —O^ 1�--�'�❑ � � � � �, --- _ J \ cn cn \ O 15" DECID 19" O 13 DEC? — 0 10" DECID o 10=DEBlD — 0 11 "DECID r cn CO U) cn ----——TAPERATENDOFPATHTO r � — — .eA ..A1K11n1n r _ " L / / S89'S850"W 214.66' , N O ' DECIG N 15' DECID �8AA — — ---46------ X v, ------------------------------------- --- - WATER WETLAND fLAC AREA B (Bl-B18) °B B WS�C'� 33708 o�/lo\ 100 FT POND "A" WETLAND BUFFER r llWn L — LIMIT — — �1= 4' WIDENING OF — EXISTING ASPHALT PATH TO 12'0". 3" HMA ON 6" CSBC AGE OF ncPH / // / 7'r 52.43 l SEMEN7 CID�// / J — ? Aft 03231E O 1 SAX D� / / --—-—-—- — - - - -- L0 -III W W �-\ Cn , IIW LU � . / U) W / ---------_-----— - — - — - — - — - — - — - — - — - — - -------------------------- F— --T------- - - - - - - - - - - Z 7�71----� CONTINUED - SEE SHEET C5.07 G E N COUGHLINPORTERLUNDEEN E R A STRUCTURAL CIVIL SEISMIC ENGINEERING T 0 R 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com = STUDIO Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: SCALE: WH PACIFIC VERTICAL: NAVD 1988 AS SHOWN HORIZONTAL: NAD 1983/1991 CITY OF DRAWN: DESIGNED: �:._.� ML RENTON JAS ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. WCA IFNO. REVISION BY DATE APPR APPROVED: SCALE NOT ONE INCH ALE ACCORDINGLY TBB O 14'A LF, O N 0 10 20 40 CV U 111=20' Legend rl�- N 79'3306" E — 46.81' M — — PROPERTY LINE C) ASPHALT PAVEMENT O O ^o o. CONCRETE PAVEMENT N N GRAVEL a CONCRETE RETAINING WALL I J CONCRETE CURB R-4238 5 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS LNJ ELOPMENT ENGINEERING anders 05/10/2023 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON PAVING PLAN T 0 O N rr w z w U z_ z a or 06 rr w oC a 0 0 a w U U- U) cc W 0 z 0 DATE 05/01/2023 W RELDBOOK: PAGE: DRAWING NO: C5.04 Q SHEET: OF: W 58 71 (1) A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C5.02 r�- _ - 00 - i / N -SDCB LO z / _ / I I (• .' . RIM 1.24' C) r- / - - - - I I / I I' ' IE(W)=20.49' 4 PW 1901 OAKESDALE AVE SW I O 1E(S)=20.39' 6'PVC SDCB N ......... / I I ... I ........... IE(E)=20.49' 4 PVC N � I - • I,. , , - . .... - _ BUILDING RIM=20.99' 0 10 20 40 BUILDING � � •..I.. e ....I.......... I I lE(S)=20.19' 6'PVC 277.7' •I• •I RAM=2' 581.'�' Cw IRRG / / I f..'14 .'.'.'.f.......... ~ COVERED ... . . . . .. vy I SDx SDx �G CW I Legend / / ..... • ' .. • • • • ... I x��Dx�-BMTDx SDx SDx SDx SDx SDx SDx SDx SDx N 79°3306' E - 46.81' PROPERTY LINE M W- . - . - . J . I .......'� ......... - -^. - \ �� / / / 1 / I i.f.' ,� VERED COVERED ASPHALT PAVEMENT OO CW RlM-20.73' - Cw BOLLARDS Z \ �� , `---_ \ \ // / / / I I..�.. z z z COULD NOT OFTEN z W / - \ / I CW I - - e o. ,. -. CONCRETE PAVEMENT N .� -I . / r� I I h _ Rl =2 . ;� I - o GRAVEL Q \�, lE )_ 6\ RIM=20.21' CONCRETE RETAINING WALL Z \\ i \� I I I I I I i I I I N89°58'S0 40.00' z z z \ 1E(W)=10.39' 24'CONC J z - - S89°5850 250.98j_- - - - -I I f 1 - - - - - - - - - - _ - - - 1EE=10.39' 24 CONCI CONCRETE CURB _ f x SDx SDx SDx SDx SDx SDx SDx x SDx 4,w SDx SDx D / - i I h � x RIMC2 0.16' ASPH r --.-.-.-.-..._� L-.-.----.----.-.-- _ - - - - -- - - -- -� I I.. .- - � - ------------- -----o r lE�-17.06 12 PVC � i Op�IWx � �VRV,�k Wx Wx � Wx Wx Wxx Wx SDCB 0 x O =-�� - -- - - - - -- - - - - -- - --.-.-.-.-.-. \.�-.-.-.-.-.-.-.\- - - - - - - - - II I ... lM=20.16' * ' - - - - - - I - - - - - - - - - - - - - O W _ - ' - ' - -� - - - - - - - -I� - - - - - - - I .... 0/W SEP. sDce � I L- . (V co RIM=20.18' SDCB OC IE(S)=17.14' 12 PVC R1M=20.07' Q I \ /` I I ' I I I I IE(S)=16.86' 12 PVC - - - • - - -\� .\ "� +�=`- , I•ARTIFICIALT ) I cn WALKWAY, PER I X 1 1---- L J / I I II 1 I I LANDSCAPE i o x Q - 1 III I I.... x G x I I I " co I SDCB I co SDCB I •co W I \ 1\ i I' R1M=20.16' I I R1M=20.10' o I • 1 I I / I I I 1LrX=17.52' 6'PVC l L'co E(E)=17.31 ' 6'CONC x I co I \ I I \- I I! / I cn co I TOPE)=18.15 m I I Cfl `� I x I I 1 0 L.L u'� I I 1 I \ I> \ I o co V (f� \ I \ I \ ( I I CONCRETE CURB o SDCB H I 11 \ \ I I 1 1 T (5 ' I PER DTL I I I - R1M=20.12' I H W W I I\\ \ / I (\ % ' I I x I C`5 zoo I I lE(E) 17.33' 6'CONC W \ I / ► .:.:.:. x I 1 I I W Cn W I \\ I I \� - I\ \ I � �, I I x I I W / I I ( \ I I.... 0 NI 1 / I I I \ �I �� \\ � � I•... x X x 1�IL -i I W W pI I \ II I I Ip J W �I I I I I.... o I o 1 I W - .--� � \\ - - d I - - - - - I - - - - - \ � �//I// � _ , I I•:•:•:•• x �' I I x 1 I H -=-1= - _-_��-_ - - - - - - - T= = ____________ - - - -\ Q SDCB Z -- - - - - - - - - - - - - - - J I .... I I I cn 0.IX r�W�/�1 O I X I I lE(E)=17.39' 6 CONC Z vJ------------------------------------------\-----------------------, I SDCB ( Io V \ --�--� --� --- - - - - - - ---------------------� vv �¢ x RIM=20.09' I V I I I----------- � \- � I I I I I �\ I I b l I 1 � lE(E)=17.28' 6'CONC o I / I I J. .. o 't ASPH ASPH • ASPH x co I co co \ . . I \�/ (r If 8nC0� 1 1 x 1 x NEW VERTICAL I x 1C0 I •co i _� I / �� I \\ �\ I I I WITH FIRE W STRIPING AND NO I 1 PARKING LETTERING I 1 �r �- I II Soo - SDCB i x SDCB sDc6 z \\ \ I 20.1' o o I 1 W RIM=20.17 RIM=20.30 RIM=20.10 15. 9' W �E. n X IE(E)=17.77' 6 CONCI I lE(E)=1553' 6'CONC lE(E)=17.22' 6'CONC II II 11 I... 1 I CD III I L- x 1 Tn Q I iI\ Cn o 1 Cn CONCRETE SIDEWALK x J 0 PER DTL 2 I I I 06 SDRh I/ /,\ I I 1 I I J 1 I I I II I R 20.65 . I r \ / I I I I SDCB v, / I O " lY D . Iwc* 1 R1M=20.10' W OIL ,QPE - . (n � 0 I 1 /E(E)=17.29' 6'CONc co SDMH SDCB I •Co RIY=20.14' /-III I ��(I I 1r RIM=20.37' / // 1 I I I I 1 /E N =1571 ' 12'PVC x IE(E)=17.32' 6""GONG I SDMH Q I n I x SDMH I IE(S)=1565' 12 PVC 1 •Co RIM=20.28' 1 I I I l 11 S�JC x� I. RIM=20.43' I �_ IE(N)=15.08' 12 PVC - - - - - - - l - - -2.0..E ' IE(N)=14.96' 12'PVC I I IE S=14.95' 12 PVC - 1 III TO i I W SE . I IE(S)=14.96' 12'PVC I o IE(E)=17.42' 6 PVC Q � � `o x I I I W /II , I ► , / , \ , \�_ �I x o 0 1 I 1 R-4238 52 = ( \ ' I o IN COMPLIANCE WITH CITY OF RENTON STANDARDS U (I CONCRETE CURB I I x I LL I� I PER DTL � I I DEVELOPMENT ENGINEERING C� ' I ° C5.20 r f I 1 / I '� �' 1 SDC SDCB Wanders 05/10/2023 CONTINUED - SEE SHEET C5.08 z BVvAS °- l Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: SCALE: ATE o� WH PACIFIC HORIZONTAL: N A 191988 1 05 01 2023 G E N "°�'�` NAVD 1981 SEATTLE SOUNDERS FC HEADQUARTERS / / COUGHLINPORTERLUNDEEN DRAWN:DML As sHowN ,� ITY F &TRAINING CENTER FlELDBOOK: W ,tG3 708 1 E R A STRUCTURAL CIVIL SEISMIC ENGINEERING DRAWN: JAS ONE INCH DATUM RENTON RENTON, WASH INGTON DRAWING No: PAGE: VC, SS�ONAL � �3 801SECONDAVENUE,SUITE900 (206)343-0460 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. PAVING PLAN C5°05 Q T 0 R !SEATTLE, WA 98104 www.cplinc.com IF NOT ONE INCH �j 01 N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET, OF: W STUDIO TBB 1 59 71 00 N 0 LU rr LU z LU U 0 z z_ Q rr I— xx,, ��W t/ ) rr LU Q 0 0 Q LU 2 U LL rr LU 0 z �0�/� t/ ) J LU Q F�LU v! Z 1 - SDx / 50+ 1 " DECl�QI zz o� oBB0 WR�, f �Q 33708 oy/01/�3 4' WIDENING OF - EXISTING ASPHALT PATH TO 12'0". 3" HMA ON 6" CSBC — SDx SDx SDCB RIM=15.46' STRUCTURE FULL OF WATER WATER r X ) x I WETLAND FLAG AREA B Bl-B18 G E N E R A T 0 R - STUDIO - COUGH LINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C5.04 CONTINUED - SEE SHEET C5.10 091 REVISION i Fl- WINjo5 co 0 1141) H W W 2 N W W Cn 8 Z Z 0 U II I it Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: WH PACIFIC DESIGNED: MIL DRAWN: JAS CHECKED: WCA APPROVED: TBB SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M + CITY OF RENTON Planning/Building/Public Works Dept. 0 10 20 40 111=20' Legend N 79'3306" E - 46.81' PROPERTY LINE ASPHALT PAVEMENT A CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB R-4238 53 IN COMPLIANCE WITH CITY OF RENTON STANDARDS LNJ ELOPMENT ENGINEERINGanders 05/10/2023 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON PAVING PLAN 05/01/20 PAGE: C5.07 SHEET: OF. 60 71 C) O N N 6 , u N a J LU z LU U z z_ Q 06 LU a 0 0 Q LU U LL Er LU 0 z 0 LU I — a LU A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C5.05 IIIIIIIII MINIM MINIM MINIM MINIM MINIM MINIM MINIM MINIM MINIM MINIM MINIM MINIM MINIM MINIM IN MINIM MINIM MINIM MINIM III MINIM IN MINIM MINIM MINIM IE E 116,J8 6 I I I I I I I / �I / I I' I CY)� x - I �, I SDCB o x � \ I <- 1z- . . �l �Ir \ 415.96 -W I �i IE(E)=15.59/' 6 "CONC I I W o Cn �co ASPH o co x I x I Z ! rco I I I I SDc6 VI I I I I I ti I I I R1M=20.17' I' - / I I I I J - - - - - � � lul sx lE(E)=1563' 6'CONC � Z I`I t' I I I I I I I I I / (f / � \r0(s-��✓� j I I co Cf) �I Cn 0x06 / NEW 01� VERTICAL cl T- xj CURBW xas xasQ x / o Q �I� CONCRETE SIDEWALK _W PERDTLo- o SDCB I iSDMH REM=20.20' 20.6SDCB IE()=13.33' 12'PC lEN)=1217' 18'CONC R1M=20.15' IE(W)=13.10'18'CONC Cn ° lE(N)=13.63' 12'PVC/E(W)�99 11 24 CONC lE(S)=13.38' 12'PVC II -J�II LL ASPH N cn IE(E)=1365' 12'PVC aLLJ. () lE(E)=1Z0o 24'CONC \ CnUwU r S�-J hp 'I \� \ --_ -/ -\ �/ // 'I , �� SDx SD ~ SDx -------- 7- ap�4. V 1 W - 1 I I 0cn W \ I I J w I PATCH ASPHAL PER COR STD. PLAN-110 4 �o L---------------- ' _________- U O d f 111111111��117TOF(.,, N S. \ c a aQ I I a � \ \ \ \ I I I I \\\ I I I _ a. I / d CONCRETE -° ,j a :. a- I I { I SLAB -ON -GRAD PER DTL \ \ \ \ \x \ I \ I " I I I I I C5.21 1 ° :: I I � roP(4)=1.1 a 1 � 14 \ \ \ \ 1 \ \ 4. I I I P °I / •, \ A_ _ / \ f o. a a I: _ ° d I o/ ; d RIM=N.1 I f \ \ \ \ \ \ I I <I a I :. d a IIa o;d. e I ° E)=45.28"6,'PC---- \I ' ° Al' I ; a \ \ \ \ \ \ I ISDx SDx SDMH IE(N)=12.03' 18"CONC IE(W)=12.13' 24 CONC f 'E=1f.0"4 CONC ~ I� 11 SDCB RIU=20.15' IE(S)=15.57' 12'PVC 1 II 0 x ASPH I 0co 1 Oco I o II I I I� 1 J SDCB R1M=20.12' PATCH ASPHALT IE(W)=17.30' 6 CONC PER COR STD. PLAN-110 x c�2o �I REPLACE VERTIC I - - - - - - - - - - - - L __.. 1E(W) /C INNIN )=i%3i� 6Z '777 III o x I N 0 10 20 40 N V C I 1 „=20' I , Legend x I LO ASPH �co I N 79'3306" E - 46.81' PROPERTY LINE � O ASPH ASPHALT PAVEMENT O 'Cn I co CD SDCB SDCB °D e o CONCRETE PAVEMENT N G R1M=20.15' I R1M=20.15' � N IE(E)=16.44' 6'CONC I IE(E)=16.36' 6'CONC GRAVEL Q I I � o I CONCRETE RETAINING WALL J x CONCRETE CURB I 0 T x p M O O Cn 0 1 oco O 0 x 00 N R1M=20.18' i IE(E)=15.54' 6"CONC o I I / I SDCB IRRG I RIM=20.14' I 0 0 /E(E)=16.35' 6'C0 x I -- v SDCB x RIM=20.15' V 1E(N)=14.01 ' 12 PVC IE(W)=14.01 ' 12 PVC `'� I � \s w w SDx 9 \ SDx S �Dx� � x W �I IN SDMH RIM=20.55' x I IE(NE)=15.70' 8'CONC I w lE(W)=13.20' 24 CONC � I Z IE(E)=13.20' 24 CONC lE(S)=15.60' 12 PVC o x� IL- z to SDCB SDCB U RIM-20.18' o RIM=20.19' 17.47' 6'CONC x IE(E)=16.25' 6'CONC i 0 x ASPH x I ASPH 0 x co SDCB x RIM=20.31 ' x IE(E)=17.59' fi CONC 4' U) x ll� co E) SDCB I RIM=20.26' ' IE(=16.36' 6 PVC I I llWll mimmi mimmi mimmi llWl- - 1U1 / PER COR STD. - - - - - - - - - - - 7 - PLFlIV-TTU- - fl. ----------- - -- \ �.. l - - - - - - - - - - - ° S8958'50V 290.98'- ° Q ° a ° r t LIMI LIMIT � � � LIMIT � IMIT LIMIT d f I MINIM MINIM MINIM MINIM MINIM MINIM MINIM MINIM MINIM .1. MINIM immim Ammmi -immim Immim immim Immim immim Immim mobimi MONO immim �--simmii =--mw Immim immim Immim immim Immim MINIM MINIM MINIM MINIM MINIM MINIM MINIM Immim immim Immim mom Immim immim immim CONTINUED - SEE SHEET C5.11 BRO WAs�r��- �7 �Q 33708 ��SIDNAL 0\/�� Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) G E N E R A T 0 R STUDIO COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com SURVEYED: WH PACIFIC SCALE AS SHOWN VERTICAL, 1988 HORIZONTAL NAD 1983/1991 DATUM CITYOF CITY O F RENTON • Planning/Building/Public Works Dept. DESIGNED: DRAWN: ONE INCH CHECKED: WCA AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE AP P R APPROVED: R-423854 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING r Wanders 05/10/2023 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON PAVING PLAN 05/01/20 PAGE: C5.08 SHEET: OF: 66 71 IIr W Z W U Z Z Q 06 IIr W Q Q W 2 U LL W Q z 0 U) LU I- Q W � V i 00 I I 0 LU RIK o z LU U (D I I o II II a Q ' o _ cn -" x U) U) W Ir O U W � U SDCB RIM=20.71 ' x T IE(N)=17.50' 6 PVC u�i n 0 0 Q = I U � LL L0 II �1 SDMH v) RIM=20.22' Cc UJ COULD NOT OPEN UJJ Uj A- Z �m P LU SDx-SIX 0 w cl) �+ I? Uj 0 SDCB W J W RIM=20.62' o lE(E)=17.76' 6 PVC Z IE(S)=18.50' 6'PVC W z (n O x 0 K I I -- I� I x I sDCBI � I I R1M=20.17'I I I IE(W)=15.79' 6'CONCI ox i U) I I I to I I I ASPH •co I I 1 to I I I U) I •co I L I x SDCB i can RIM-20.20' IE(W)=15.88' 6'CONC I I x I I I - I I I co 1 • I I c0 I i I I I SDCB RIM=20.20' 1E(W)=15.81 ' 6'CONC I I x SDMH Iyl RIM=20.16' 1E(N)=13.37' 12 PVC 1E(W)=13.36' 24 CONC 1E(E)=13.37' 24 CONC IE(S)=15.41 " 12'PVC U Ix SDk Px-T-- SDx SDx SDx SDx - I \ BUSHES/TREES Cn I A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C5.06 �} � T � � IT /III -- �� I I Io /� / I 11 II l i I\ I I I I I\- LO x I I X II I �J III \'� I I I \ I I \\ O jI CO 1 I I I I �\ I /\ i II I \\ \� \l \ N SDCB SDCB I I II I $ I I I / (i I I (/ II 0 10 20 40 V RIM=20.14' RIM=20.17' I' IE(E)=16.08' 6 CONC /E(E)=17.36' 6'CONC I ) I I I I I 22 u IOECID CO U)I I / I / / I I/ / cnj � \ I \ \ \ n-20I - x x I I I /� C � I I I Cn I I I° / I II /l5 DECIDE \ I \\ Legend ASPH co ASPH _/\ I I I I I I 1 1 II I I I I\ \ \ LO N 79°33'06" E- 46.81' PROPERTY LINE co6 DECID x I x ASPHALT PAVEMENT O (n •co ( \ Cn 1® I U) \ 1 / II 1� DECID I I \ \ CONCRETE PAVEMENT CV RIM 0.15' I I \ "/ I I I I I DECID I l I \ u N lE(E)=15.98' 6 CONC I I I I I �I I I I I I II 1 I 12" DECID I \) I I I ^ \\ GRAVEL Q x SDCB x I I 1 / L I I i ( I R1M=20.16' c°n I I I (n I (n I I o \ I I I 113' DECID I 1\ / J \\ CONCRETE RETAINING WALL J /E(E)=16.27' 61CONC I I ( \ r I I \ \ CONCRETE CURB 1 CI I I II 1�3 \1ClD 13"\DECID \ \ \ - - can 1 I � I » w cn I SIGN O ` I I I / \ _ \ O 1 I ASP I I 1 SIGN I l / I M I 1 � �I/ O li - 1 / I II O o I U) SIGN POST I I~ x x I ( I I�r I \ I III II t , P I I SDCB ° / I. I I I I I /� /\ \ N � SDCB R1M=20.16' I I R1M=21.00' \ \ I xx I 1E(E)=16.34' 61CONC /l Dx SDx SD I SDx x Ix `�1E(W)=17.98' J"CONC x r- SDCB I I I , I��-Q. � SDCB ( RlM-21.32' I I I I I \ \ yI x R1M=20.09' x 0 I 1E(N)=15.4 ' 24 C NC I I I ) I I I ,#�I lE(E)=1589' 6'CONC 0 ISS I 1E(E)=16.32 12-C NC 1, I I I ( I I I c \I r lE(S)=15.41' 24'C NC �` 1 I I \ \ J \ I I/ x SOMH SPEED LIMIT x ( I I I Uri RIM=20.26' 15 MPH I I Its IE(N)=13.88' 12 PVC I I J [DPI Imo. I lE(W) 13.84' 24'CONC \ I I = I I / I I / / IE(E)=13.88' 12'PVC J� ASPH \ I � I I I ° x lE(S)=15.51 ' 12 PVC x U) � \ I� c�, x SDx SDx SDx I I I I pI STOP --------------- C,-s[�v_- I \ I I I� `il II / / \\^\ R1M=200H12. < tI I I I I I I o IE(N)=14.10 12 PVC I g I I I I X- I I I I o lE(W)=14.1212'PVC v I \ a \ I REPLACE C NC ETE CUR Cn I II I I I� SDCB x lE(S)=15.08' 12'PVC x \ AND GUTTE PE COR T RIM=20.01 ' IE(E)=16.09' 6 PVC o CD 0 x SD BOEING sicN PLAN -101 AND 103 I I I I I I :.. A 5 7 I I I _ c5. cs.2o 2o 1 1 1 I �►>� ° 1 SDCB 0p Iv I I I I I I RIM=20.02' x I I lE(E)=16.17' 6 PVC N ASP I r rI�llWl ll n �■ I �I oI J 1 o I I I I ssMH I I a �- IT I LI ! I I I COULD NO) O ASPH l#E I I I Rl =21. I I I x 1 I a I I COULD TORN I � I I I h �; I to \�x /I/ v I J I PATCH SPH LT PER I I I I x I/ C R ST . PLAN - 110 820 I I I I I I I/ I/ I! co I I • 1 I PATCH ASPHALT I IMP a'i I / a / �//I o 1 (\ \ \` � / 7 I I co �, 1 •co PER COR STD. \ I I I IIII I l o I I l i T o 3 I I PLAN-110 K I C50 x I I 5' a I I I �, I I I I I SDCB I a I I I I I I( \�- �, \ /� r- I n I o p I` S x SDx S x SDx I R1M=20.94' REPLACE VERTI AL I SDCB I x i x I I I I I / I I I lE(W)=17.60' )2 SDCB SDCB - k R1M=20.09" I I II I I .Q I ISDCB x CURB IN KIND PE RM=20.03' ' PIE(E)=16.24' 6PVC IE(E)=15.99' 6PVC RIM=21.00 U) R STD. PLAN -101 lE(W)=16.676VC ' II I I lE(N)=15.0 24" ONC / Ux) Cn IE(E) CnSDCB ' " R1M=20.71' x lE(S)=15.0 24" NCIE(N)=18.96' 6PVC \ 1\ \ I / co n Imo' I x I llWn IllWl�l ;lIW llWn m 11Wn imn F ° I 1 I I I I \ I I I i R1M=20.13' - �E-9fr01tP1- - - - - - - - LIMIT LIMIT � LIMIT LIMIT I\ I% I I _ I 1 / / I J Il I-- - - -- - rI I l� ILIMI I o LIT7 --7 7 -7-7 F -77 Px U) n I I 1I \ /;II con IT S89'S8'S0N 441.60a\ \ \ \ i- �� OBB0 WAC� �Q 33708 Q STY, ��s10NAL E��'1 oy/o1 x I i I I � iCno I I I � I SDCB RIM=20.12' J I I r I lE(W)=16.74' 6 PVC I I I A PH I I cn I I ASPH Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) E R A T 0 R ■ STUDIO COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING SEATTLE,, WA 98 04E, SUITE 900 (wwwcp4 c.com SURVEYED: WH PACIFIC SCALE: AS SHOWN VERTICAL: NAVD 1908 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTONDRAW • Planning/Building/Public Works Dept. DESIGNED: D: JAS ONE INCH AT FULL IF NOT ONE INCH SCALE ACCORDINGLY CHECKED: WCA NO. REVISION BY DATE AP P R APPROVED: R-423855 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING r NJanders 05/10/2023 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON PAVING PLAN cc LU z LU U V z z_ Q 06 cc LU Q 0 Q LU 2 U LL LU 0 z D 0 DATE: 05/01/2023 Uj FlELDBOOK: J PAGE DRAWING NO: C5.09 Q SHEET: OF: W 67 71 C/) A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. 00 co I O I 0 w FACE OF CURB 6" CEMENT CONCRETE 6• RAISED EDGE DETAIL 11-T 6' SIDEWALK 112" R. SIDEWALK RAMP LEVEL 1/Z EJ TEND SIDEWALK TRANSVERSE 1' - 01 1' - tt y$' (,N) PREMOLDED JOINT FILLER 1' 1' VARIES 1 1' 1" R. JOINTS TO INCLUDE RAISED EDGE 'TYPICAL WHERE APPLICABLE MIN MIN MIN ( MIN 6 1/2" t OR LANDING I 1 2" (IN) R ROU DING - _ 1 1t2• (IN) R (TYP.) - - VARIES 2.oh 5 11Z" 1" FROM ` ' .• a FOR CURB DETAfLS y 6" TO 0 I 7s% f SEE s7D PLAN 101 r 112"R. 1"R. 1:24 6" �, I :r +.CINIR ,• '. `�� tiS +' ` �'�' •}EXISTING ROADWAY RUSHED ROCK HAS SPECIAL NOTE: ! I TOP OF • , • SEE RAISED EDGE, t=r••;:3"s�-�/' 4 T I� IN THE EVENT TRANSVERSE PATCHES EXIST JOINT FILLER D DETAIL `TYPICAL UNDER CRUSHED TO 95% MODIFIED COURSE PROCTOR I � i • is 112" R. ROADWAY r-o• slDewAuc SIDEWALK WITHIN THE AFFECTED STREET, THE LENGTH t JOINT FILLER ALL CUT gMPACT r0 9sz UNDER 4 PROCTOR IN THE PATCH SHALL BE EXTENDED TO w [ �. _ SLOPES MIN WITH RAISED EDGE (UNLESS REQUIREMENT WANED BY jj N ENGwEER)TYPICALUtiDERALLCURe, INCLUDE ANY EXISTING PATCH WITHIN 10 I CEMENT CONCRETE 1 12'(IN)R.(TYPJ GUTTER BSIDEWALK CSTCUNDER 2.0' MIN. T ( [ CURBBGUTTERTOBEG'THICKNESSOR / EXISTING ASPHALT_ NEW CURB FEET OF THE EDGE OF THE PATCH REQUIRED 2.0% 1 FOR CURB 4ETWL5 r-�- Z PEDESTRIAN CURB - ,.5% _ sEEs7DPlva,ol MATCH EXISTING ROADWAY CRUSHED ROCK PAVEMENT 8c GUTTER FOR THE NEW CROSSING AND ANY f }� I 1.JC�- •••.:• •,• • BASE, WHICHEVER IS GREATER(TYP. FOR (SEE NE}TE 2) SUBSEQUENT PATCH EDGE WITHIN 10 FEET 1 _-- T AT SIDEWALK RAMPS AND LANDINGS 4r DER + .. ,.,..� ALLCVRBAGLITTER[ OF THE EDGE OF THE SECOND PATCH AND SO ON UP TO A TOTAL OF 300 FEET. } EDGE OF PAVEMENT w T F . w }!; �\ I FACE OF GUTTER OR 1 - 6" FINISHED GRADE 1' (IN) BELOW U FACE OF ADJACENT CURB z - 0' sloewALK + TOP of CONCRETE SURFACE CEMENT CONCRETE 6112' ADJACENT TO CURB ;,-0 +. MIN - SAWCUT TRAFFIC CURB AND GUTTER SEE DEPRESSED CURB DETAIL THIS SHEET tt2-(IN) R. (Tw.y I (SEE NOTE 2) Z RDU DING FOR CURB DETAILS TRAFFIC FLOW _2.0%r•I .r�1.5% SEE STD PLAN 101 a FACE OF ADJACENT CURB 114 d � " r "r-` -! Z 6 1r2" TOP OF 6tis �!.' ; t12-12. ROADWAY BRIDGE OR PEDESTRIAN St�Aj a • 2" HMA CENTER LINE OR - -� FLUSH WITH GUTTER [ 1' RAILING` t:^ r •a �. PAN AT SIDEWALK T r LANE LINE 2•" ADJACENT TO CURB FOR CURB DETAILS RAMP ENTRANCE j - SIDEWALK SEE STD PLAN 16i. (STEEP FILL SLOPES) a . a • 2" TO 8" HMA 1:12 , ;24 BARRIER - SEE ( CONTRACT PLANS ALL OR BARRIER a �. J a TOP OF l I ,rZ' (IN) R. [TYP.) • • • • . W 1r2' R. ROADWAY ! ' I SIDEWALK FLUSH 1 ��-' 1 DEPRESSED CURB SECTION VERTICAL �• 6.5' MIN. `o AT RESIDENTIAL DRIVEWAYS ONLY. ors• (IN) PREMOLDED 2" DEPTH OF w [ FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 JOINT FILLER - PLANING OR SAWCUT AND REMOVE ADJACENT TO CURB AND RAILING OR WALL PREare' MOLDED JOINT FILLER It FORTME SIDE BUFFERSTRIP ARTERIAL STREET -MINIMUM DEPRESSED CURB SECTION FACE OF CURB TREATMEN7 SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL - 7" HMA VARIES: 6.5' MIN. (SEE NOTE 10) , (or ACP Class B) AT SIDEWALK RAMPS 6 1112• (IN) R. Q SECTIONS SIDEWALK 1(SEE NOTE 1), OVER 1 � 1 � 1qM11N DEPTH OF EXISTING PAVEMENT 1 (TYP.) 6•' CRUSHED ROCK VARIES �{ 'a + 5% FOR CURB DETAILS MIN MIN I MI 5 112" 1" _ LS%MIN. SEE STD PLAN 101 1/2' R. `/• •: +e: I '1 318` 11 R. - ` \ ' .. •y GROOMED FINISH _� . �� •, •' FACE OF ADJACENT CURB OR MATCH EXISTING Q TOP OF 1 t - " � 6" � . a• vnoE, SMOOTH • ROADWAY TROWELED PERIMETER • . pl,p 2�y► GUTTER SURFACE [ FINISHED GRADE I•(IN)BELOW TOP OFCONCRETE • Ci RESIDENTIAL STREET MINIMUM • •• SURFACE FOR PLANTING -FLUSH IF PAVED a• p 2" SAWCUT AND REMOVE w p .•. 1, ram+ 0 1(l'' fJCEMENT CONCRETE CURB 4" HMA or ACP Class B I, • Q -- ^\ (CURB ANDGIfTTERSHOWN) ( ) OR PLANE, SEAL WITH I 2" - 6" MIN. HMA (SEE NOTE 2) _ •' Q ' ;y w • �` y. ADJACENT TO DUFFER STRIP " ` FOR CURB DETAILS (SEE NOTE 1) OVER AR-4000Ww • �` y. ADJACENT TO BUFFER STRIP " ` \ ,. FOR CURB DETAILS (SEE NOTE 1) OVER AR-4000W ` r 0 SEE STD PLAN 101 6" CRUSHED ROCK (EACH SIDE) PREMOLDED 7 \6" CRUSHED SURFACING TOP COURSE (CSTC) U JOINT FILLER 1 `� �, 2" HMA (9-03.9(3)) PER WSDOT STANDARD 1" R. 0� SPECIFICATIONS, COMPACTED TO 95% MODIFIED E FULL-bEPTH 6 v4"� i_ t18'TD 714' PROCTOR. U) 1" R' EXPANSION JOINT NOTES SAWCUT AFTER BACKFILL v J (EACH SIDE) CEMENT CONCRETE 1. Four feet otthe sidewalk width shall COMPACTION JOINT , ► •* •\-CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL TRAFFIC CURB b@the minimum pedestrian INSIDEwALKONLY �r�B `•• NOTES: (9-03.19), GRAVEL BORROW (9-03.14(1)) PER accessible route IVAF; free of vertical ► • o . w and_ p WSDOT STANDARD SPECIFICATIONS OR NATIVE Access Covers, uVudion oxen, Gratings, ": • 1. MUST MATCH EXISTING THICKNESS IF GREATER. MATERIAL IF APPROVED IN WRITING BY ENGINEER Al'xe55 C@VefS, Junction 60x@S, FULL -DEPTH EXPANSION JOINT IN BOTH CURB AND SIDEWALK (SEE SM PLAN 1o1.1) BASED ON GEOTECH REPORT, COMPACTED TO 95% DEPRESSED CURB DETAIL Cabmenable nceswithinits, Pull the es dwalk MODIFIED PROCTOR. Z appurtenances within the sidewalk �F� 3r8• C CONTRACTION JOINT 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS must be flush with surface, and match rE� DAMAGED PAVEMENT. grade of the sidewalk. JOINT AND FINISH WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED O DETAIL . • ►If' ' . ' 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) 2. Monolithic Cement Concrete Curb and '. .;I �� JQ PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING, MATERIAL- SEE STANDARD ^ GENERAL NOTES: Sidewalk is not permitted in new For other referenced NOTES see i', R NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT PLAN 110.1. VJ construction, When replacement work STD PLAN104.2, • FOR CEMENT CONCRETE CURDS. STANDARD SPECIFICATION 7-08.3(1)B 1. See standard plans 102 and 101.1 for Curb expansion and contraction joint spacing. necessitates a Monolithic Cement TRENCH WIDTH PREMOLgE Concrete Curb build per WSDOT ' U I 2. Expansion joint shall be full depth, 3 8" in.) premolded joint filler. Standard Plan F-30.10-03. JOINT FILLER I P / { 1 Paved surfaces must comply with 3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104-2 STD PLAN 102.1 as applicable. E FULL -DEPTH J P Y 3. Concrete to be EXPANSION JOINT FOR NOTES, SEE STANDARD PLAN 110.1 STD. PLAN - 101 STD. PLAN - 102 a SRO• PLAN - 103 TYPICAL TRANSVERSE PATCH FOR STD, PLAN - 110 ,• PUBLIC WORKS w PUBLIC WORKS CEMENT CONCRETE ti 1 DEPARTMENT CEMENT CONCRETE CURBS T DEPARTMENT 1 t) E`''' �'I G�+�� PUBLIC IYORKS CURB AND GUTTER PPRO D: •�i PUBLIC WORKS FLEXIBLE PAVEMENT OR RIGID f 1 E_;D w SIDEWALK is /I.lr jGrf x 7 �±I� + DEPARTMENT REPLACEMENT DETAIL Z '•� DEPARTMENT /# '6 17 PAVEMENT WITH OVERLAY �---F ATE NTS NTS NTS NTS Cement Concrete Curbs 5 Cement Concrete Sidewalk 6 Curb and Gutter Replacement Detail 7 Transverse Patch: Flexible/Rigid id Pavement w/Overla P g Y NOTE: PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS ON GRADE TO BREAK SLAB INTO RECTANGULAR AREAS, SEE JOINT SPACING TABLE BELOW. AREAS 1/4D a a TO BE APPROXIMATELY SQUARE AND SEALANT RESERVOIR TABLE HAVE NO ACUTE ANGLES. JOINT 0o OD " a 0 o a Oao LOCATIONS TO BE APPROVED BY THE ao��o��OD °°�o°�o�oDooOa° �Oo°off°OD ao0�oo0D�0°°� ARCHITECT.SEE ARCHITECTURAL °o�°DODoO�aDooOa�°O�ooDo�o0 PLANS FOR STAMP PATTERN, COLOR °oo°oDoDoOa°ago°O�o�aDo��ao��oa�o��°oO�ODDo AND FINISH. ao D 0 JOINT SPACING TABLE CONCRETE PAVING SEE DETAIL DETAIL A SAWCUT CONCRETE, USE BACKER ROD AND W FILL W/SEALANT, SEE RESERVOIR TABLE. SD PAVEMENT DEPTH JOINT SPACING 5" 9-11, 6" 11-13' 7" 13-15' 8" 15-17' 10" 18-21' 12" 20-25' 14" 25-28' JOINT SPACING WIDTH (W) DEPTH (SD) 9-14' 1/8" 1/4" MIN 11-14' 1/8" 1/4" MIN 15-17' 1/4" 3/8" MIN 15-18' 1/4" 3/8" MIN 20-25' 1/2" 1/2" MIN 25-28' 1/2" 3/4" M I N 1/4D K-4238 56 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BUTYL OR POLYPROPYLENE ROPE OR BACKER ROD DEVELOPMENT ENGINEERING Ootk Wanders 05/10/2023 TS �B.4 wAs�� w Not UseNd 9 Not Used Concrete Paving g Controljoint 1 2 Q G� - C33708 STER�9` ssIONAL��G �� 05/0\/ G E N E R A T 0 R L. STUDIO COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 (206)343-0460 SEATTLE, WA 98104 WWW.CpIIDC.COm SURVEYED: WH PACIFIC SCALE: AS As SHOWN VERTICAL• NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM ' CITY OF VR&TRAINING • RENTON Planning/Building/Public Works Dept. SEATTLE SOUNDERS FC HEADQUARTERS CENTER RENTON, WASHINGTON PAVING DETAILS DATE: 05 01 2023 / / DESIGNED: FlELDBOOK: PAGE: DAWN JAS ONE INCH DRAWING NO: C5.20 CHECKED: WCA AT FULL SCALE IFAPPROVED: C NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE AP P R TBB SHEET: OF: 68 71 LO 0 N N u M N Q J T M O O I N n� oC w z w U Z Z Q 06 IIr w Q D a 0 Q w U LL w 0 Z D r0 V ) LU I- I- Q W � VJ A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. 00 N BROOM FINISHED CONCRETE SLAB O 0 W $,,4. e° a a 6,.O�o�Do�Da°°°�o��oQo�DoO�ODoO°°oo� 000�ODo�a°°�oO000Da°��O �°�DooDDo�a°�oo000 oo�aO o000 °0 Ooa°�Do��OD00a°�oo�oDDoO ° oD000Do°D O a°�DoO�OD00° 00 0 oao a° O ° a 0 Da°) o�ODo�a° ono °O0 � w W. z CRUSHED SURFACING BASE -COURSE W COMPACT TO 95% MAX DENSITY U SCARIFY AND RE -COMPACT TOP OF _" EXISTING SOIL TO 95% MAX DENSITY z (SOILS ENGINEER TO APPROVE EX z NOTES: SUB -GRADE PRIOR TO PLACEMENT OF CONC) 1. PROVIDE CONSTRUCTION OR CONTRACTION JOINTS PER DETAIL 2. SEE DETAIL FOR GENERAL CONCRETE PAVING NOTES. 06 U) w ~ NTS NTS 2 NTS 3 NTS 4 Not Used Not Used Not Used Unreinforced Concrete Slab -On -Grade o� Q C� 0 Q w _ U w Cn 0� 0 z 0 C/) w J Q W U) NTS NTS NTS NTS Not Used 5 Not Used 6 Not Used 7 Not Used 8 R-423851 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ff r+ Wanders 05/10/2023 NTS NTS NTS ��B.BR0 Not Used Not Used 10 Not Used 0 01v SURVEYED: SCALE. DAZE: - G E N PACIFIC As SHOWN NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF SEATTLE SOUNDERS FC HEADQUARTERS 05 01 2023 / / �O33708 ERA COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING DRAWN:D�L VR&TRAINING RENTON CENTER FlELDBOOK: PAGE: D�WNJAS CSTER�9` ONE INCH RENTON, WASHINGTON DRAWING NO: ssIONALECG T 0 R 801SECOND AVENUE, SUITE 900 (206)343-0460 SEATTLE, WA 98104 DATUM Planning/Building/Public Works Dept. PAVING DETAILS C5.2 CHECKED: WCA AT FULL SCALE IF NOT ONE INCH �.� 05/0\/ www.cplinc.com NO. REVISION BY DATE AP P R SCALE ACCORDINGLY APPROVED: TBB SHEEP: OF: 69 71 STUDIO I I 1 0 N N u H H T coCD O O O N oC w z w U C� z z_ Q 06 C/) IIr W Q 0 Q W U w Cf) W 0 z 0 Cn Lu I— I— W U) 5 1 I 3 1 2 1 GENERATOR 5 T U D 1 0 0 C B A SEATTLE SOUNDERS FOL04 HEADQUARTERS AND TRA[NING CE14TER HORIZONTAL DATUM NAD 83/91 HORIZONTAL BENCHMARKS OWNER: UNICO PROPERTIES LLC DESCRIPTION: FIVE SPORTS FIELDS WITH AMENITIES LOCATION: PARCEL ID: 0886700120 NORTHING: 4702739.7"N EASTING: 122014'11.1"W VERTICAL DATUM NAD 88 - CITY OF RENTON DATUM VERTICAL BENCHMARKS SOURCE: LONGACRES - ALTA/NSPS SURVEY- NOVEMBER 2021 ID: CITY BENCHMARK POINT 1881 DESCRIPTION: 3.5" BRASS DISC LOCATION: TOP EAST END OF CONCRETE RAILING ON NORTH SIDE OF SW 16TH STREET BRIDGE, JUST WEST OF INTERSECTION SW 16TH STAND OAKESDALE AVE SW. ELEVATION: 24.16' SOURCE: LONGACRES - ALTA/NSPS SURVEY- NOVEMBER 2021 ID: SITE BENCHMARK DESCRIPTION: 4"x4" MONUMENT IN CASE WITH 3" BRASS DISK 0.4' BELOW RIM. LOCATION: ON THE MONUMENT LINE 3' NORTH OFTHE CENTERLINE OF SW 27TH STATTHE INTERSECTION WITH NACHES AVENUE ELEVATION: 25.06' OWNER Seattle Sounders FC 159 S Jackson Street, #200 Seattle, WA 98104 soundersfc.com ARCHITECT Generator Studio LLC 1615 Baltimore Ave. Kansas City, MO 64108 816.333.6627 GeneratorStudio.com CIVIL ENGINEER Coughlin Porter Lundeen 801 Second Ave, Suite 900 Seattle, WA 98104 206.646.0460 LANDSCAPE ARCHITECT DA Hogan & Associates Inc. 1450 114th Ave SE, Suite 225 Bellevue, WA 98004 206.285.0400 n7ill ZIT/ =1 X191:i WH Pacific, an NV5 Company 19201 120th Ave NE, Suite 201 Bothell, WA 98011 425.951.4800 FIELDS PERMIT VICINITY MAP TENANT SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER / DEVELOPER UNICO PROPERTIES LLC 1215 FOURTH AVENUE, SUITE 600 SEATTLE, WA 98161 UNICOPROP.COM ARCHITECT GENERATOR STUDIO LLC 1615 BALTIMORE AVE KANSAS CITY, MO 64108 816.333.6527 GENERATORSTUDIO.COM LANDSCAPE ENGINEER D.A. HOGAN & ASSOCIATES, INC. 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 206.285.0400 DAHOGAN.COM STRUCTURAL & CIVIL ENGINEER COUGHLIN PORTER LUNDEEN (CPL) 901 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 206.343.0460 CPLINC.COM MEP ENGINEER HENDERSON ENGINEERS 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 916.663.8700 HENDERSONENGINEERS.COM DEVELOPMENT ENGINEERING Wanders 05/10/2023 ARCHITECT: MICHAEL J. KRESS LICENSE NO. 12779 SEAL SEATTLE SOUNDERSFC HEADQUARTERS & TRAINING CENTER 1901 OAKESDALE Sheet Index AVENUE SW RENTON, WA 98057 F000 Cover & Sheet Index F210 Typical Sections F220 Drainage Details F111 Layout Plan Field 1 & GK Area F221 Drainage Details F 112 Layout Plan Fields 2 & 3 F230 Irrigation & Washwater Details F 113 Layout Plan Fields 4 & 5 F231 Irrigation & Washwater Details FIELD CONSTRUCTION .2023 F 121 Grading Plan Field 1 & GK Area F232 Irrigation & Washwater Details REV ISSUE DADESCRIPTION n5.n ATE F 122 Grading Plan Fields 2 & 3 F233 Irrigation & Washwater Details F123 Grading Plan Fields 4 & 5 F240 Fencing Details F131 Drainnge Plan Field 1 & GK Area F241 Netting Details F132 Drainage Plan Fields 2 & 3 F250 Site Details F133 Drainage Plan Fields 4 & 5 F260 Restoration Area Details F 141 Irrigation Plan Field 1 & GK Area F 142 Irrigation Plan Fields 2 & 3 PROJECT N0. 21032 F 143 Irrigation Plan Fields 4 & 5 DRAWN BY: REF F151 FencingPlan Field 1 & GK Area CHK'DBY: EJG SHEET TITLE F 152 Fencing Plan Fields 2 & 3 — F 153 FencingPlan Fields 4 & 5 CURRENT PLANNING COVER &SHEET INDEX Ming 05/10/2023 F171 Parking Lot Landscaping R-423858 FOOO 1 0 02022 GENERATOR 5TUUID LLC 4/4N22 5;40;59 PM _ k1 1 OJ /I --��_ ` i a) W / J �/ �✓ hb �n�V�fir \ / \ `— ��' �C� \ \ \ mtP / of I \ /1 \ D D �\ ��— —`' +ad .— —---C —/ �\ \ LI I of l \ 1\>1 I � \ CONDITIONING UTILITY SPA4 NATURAL GRASS 51,492 SF J � � I II II o I 0 f III Ji r i I I I / c I / IIII � III III I � III I 1 II I �I Ilil IIII II \ I B _ / \1l / bm 17 o _ = cal 1 \ CD I U O O U) A I SH � \ RACK u a QA a 12'x12' BULK 0 . STORAGE (2) 4 ° xaS xaS C I A� + F mn � � `cn n rn � I I I —As ,xaS ■ V- • D I L I V I U) aw xas xaS xa xaS xaS xaS xas r — xas xas ' xas 0 - + AWTR S + +x G S RE + I + ` O = J C7 W C7 _ (-) = x D xaS J • r— xaS LGS (IS xaS= a .. b, • . .. .. .. o i L29130 31 32 �3 34 35 1 36 37 38 39 40 41 42 4> 44 45 46 47 48 49 50 5115-2 53 54 55 56 157 xaS (ISxa S xa x S xa x S XGS x S ins xas xas s ' xas xas xas xfJs — xas 2� �7 6 2 23 1 1 f� T5 4 1 fT 1� 19 T U--65 4 1 x X I U xaS xaS was xaS xa§ xaS 'xaS xaS ' xas xaS X —I . • . . . • • , . . . . a 00 ..xas lxcls X"- XGS XGSo COLOR LAYOUT LE PROPOSE NATURAL TURF SOCCER PITCH PROPOSE SYNTHETIC TURF SOCCER PITCH NON—INFILLED SYNTHETIC TURF PROPOSED LANDSCAPE RESTORATION m V) N ° GENERATOR STUDIO TENANT SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER / DEVELOPER UNICO PROPERTIES LLC 1215 FOURTH AVENUE, SUITE 600 SEATTLE, WA 98161 UNICOPROP.COM ARCHITECT GENERATOR STUDIO LLC 1615 BALTIMORE AVE KANSAS CITY, MO 64108 816.333.6527 GENERATORSTUDIO.COM LANDSCAPE ENGINEER D.A. HOGAN & ASSOCIATES, INC. 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 206.285.0400 DAHOGAN.COM STRUCTURAL & CIVIL ENGINEER COUGHLIN PORTER LUNDEEN (CPL) 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 \ \\ \\ \ \ \ 206.343.0460 \\ \ \\ \ \ CPLINC.COM MEP ENGINEER \\ \ \ \ HENDERSON ENGINEERS \\ \ \ o \ 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 \ \ 816.663.8700 \ \ \ \ \ \ \ HENDERSONENGINEERS.COM ° DEVELOPMENT ENGINEERING (_j � � NJanders 05/10/2023 IIII ARCHITECT: LICENSE NO. IIII � IIIJ- l v_� r III / 0 m c r °o v_ z ® C) C) cf) UI 0 x � N W " UT r o LA .0Z cl) Ti ■Ilnxnnnnnnn MICHAEL J. KRESS 12779 SEAL SEATTLE SOUNDERSFC HEADQUARTERS & TRAINING CENTER xaS xaS x xaS x xaS CIS \ xaS kOg �9z \ 1901OAKESDALE oV N �I cn D f AVENUE SW A z v RENTON, WA 98057 c� • �6 m • C x \ \ n O z I z w L7 V o` I ® cn x �) FIELD CONSTRUCTION ISSUE DATE: 05.01.2023 o I cn � \ '�.� ` REV DESCRIPTION DATE x j I I six ssx s� PROJECT NO. 21032 DRAWN BY: REF CHK'D BY: EJG SHEET TITLE COLOR LAYOUT PLAN 0 40' 80' N SCALE: 1" = 40' Fl 00 H O G A NORTH © 2022 GENERATOR STUDIO LLC 4/412022 5:40:59 PM 5 1 4 1 3 1 2 0 C B A LANDSCAPING IN THI, CONCEPTUAL MITIGA PLAN AND CANDI[�A IN THE CONC PLAN PRE D LANDSCAPING IN CONCEPTU I PLAN ANDAUN IN THE CON EI PLAN PR IESI PII Al EA A (Al—A31) /-0TEST PIT 81 LANDSCAPE RESTORATION LEGEND ® GROUNDCOVER AND EROSION CONTROL SEEDING — 46,660 SF Quantity Size Scientific Name Common Name Evergreen (E) or Deciduoud (D) Note 2023 @24" o.c. 4" pot Arctostaphylos uva-ursi Kinnikinnick E 15% of coverage 2023 @24" o.c. 4" pot Fragaria chiloensis Beach Strawberry E 15% of coverage 900 @36" o.c. 1 gal. Iris "Pacific Coast Hybrids" pacific Coast Iris E 15% of coverage 2023 @24" o.c. 4" pot Lupinus, in variety Lupine E 15% of coverage © PERENNIALS & WOODY SHRUBS — 18,817 SF Quantity Size Scientific Name Common Name Evergreen (E) or Deciduoud (D) Note 605 @ 36" o.c. 1 gal Gaultheria shallon Salal E 25% of coverage 242 @ 36" o.c. 1 gal Mahonia Repens Creeping Oregon Holly -Grape E 10% of coverage 363 @ 36" o.c. 2 gal Rhododendron macrophoyllum Rhododendrum E 15% of coverage 484 @ 36" o.c. 1 gal Rosa Nutkana Nootka Rose D 20% of coverage 484 @ 36" o.c. 1 gal Carnus stolonifera Red -Osier Dogwood D 20% of coverage 242 @ 36" o.c. 1 gal Holodiscus discolor Ocean Spray D 10% of coverage 24 3-stem Ace circinatum Vine Maple D I Field Locate 24 6' min. Fraxinus latifolia I Oregon Ash I D I Field Locate 117'7 7 ., BIOSCAPE SEEDING, SEE CIVIL II I IIIIIIIIIIIII10 i J � LAYOUT LEGEND SAND —BASED NATURAL TURF SOCCER PITCH SYNTHETIC TURF SOCCER PITCH NON—INFILLED SYNTHETIC TURF CONCRETE PAVING RESTORATION AND ®LANDSCAPE BIDDER DESIGN TEMPORARY RESTORATION IRRIGATION CONCRETE CURB •-------- ------ x CHAIN LINK FENCE CHAIN LINK FENCE IN CONCRETE CURB NETTING OVER CHAIN LINK FENCE M M SYNTHETIC TURF EDGE ANCHOR ® TRENCH DRAIN LAYOUT NOTES 1. COORDINATE ALL LAYOUT WITH ESTABLISHED SITE VERTICAL AND HORIZONTAL CONTROL. MAJOR LAYOUT POINTS INCLUDING FIELD CORNERS TO BE INSTALLED BY A LICENSED LAND SURVEYOR FROM ELECTRONIC MEDIA PROVIDED BY THE FIELD LANDSCAPE .ET ARCHITECT. 2. PRIOR TO COMMENCING THE PHYSICAL WORK, VERIFY STAKING SHOWS NO CONFLICT WITH THE WORK OF PREVIOUS PHASES. VERIFY LOCATIONS OF ALL STORM DRAIN PIPING, MANHOLES AND CATCH BASINS, WATER SYSTEMS PIPING AND APPURTENANCES, AND OTHER UTILITIES. 3. ALL DIMENSIONS ARE TO THE INSIDE OF THE CONCRETE CONTAINMENT CURB. THE OVERALL CLEAR INSIDE DIMENSIONS BUILD OF THE CURB ARE 410' x410' SQUARE. 25— , 4. FIELD MARKINGS SHOWN ARE FOR REFERENCE ONLY, 59,752 INSTALLED/PAINTED BY OTHERS. 5. NATURAL GRASS FIELD SECTION TO INCLUDE 6" OF PEA GRAVEL DRAINAGE CAVITY, 12" OF AMENDED ROOT ZONE SAND, AND 1" SAND —GROWN KBG/PRG BLEND SOD. SDX 6. SUBGRADE PLANARITY TO BE APPROVED BY THE ENGINEER —�� PRIOR TO INSTALLATION OF THE FIELD SECTION. I co F112 ll 7. ALL GRASS FIELD SURFACES ARE CONTAINED WITHIN A 12"x12" CONCRETE CURB. 8. REFER TO THE FENCING AND LAYOUT CONTROL PLANS FOR DETAILED DIMENSIONING. 9. FOR RESTORATION AREAS, CONTRACTOR TO PROVIDE BIDDER DESIGNED TEMPORARY RESTORATION IRRIGATION, 100% COVERAGE. REFER TO IRRIGATION DETAILS. CURRENT PLANNING JDing 05/10/2023 0 30' 60' SCALE: 1" = 30' R-423859 ��DAHOGAN GENERATOR STUD10 TENANT SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER / DEVELOPER UNICO PROPERTIES LLC 1215 FOURTH AVENUE, SUITE 600 SEATTLE, WA 98161 UNICOPROP.COM ARCHITECT GENERATOR STUDIO LLC 1615 BALTIMORE AVE KANSAS CITY, MO 64108 816.333.6527 GENERATORSTUDIO.COM LANDSCAPE ENGINEER D.A. HOGAN & ASSOCIATES, INC. 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 206.285.0400 DAHOGAN.COM STRUCTURAL & CIVIL ENGINEER COUGHLIN PORTER LUNDEEN (CPL) 901 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 206.343.0460 CPLINC.COM MEP ENGINEER HENDERSON ENGINEERS 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 916.663.8700 HENDERSONENGINEERS.COM DEVELOPMENT ENGINEERING Wanders 05/10/2023 ARCHITECT: MICHAEL J. KRESS LICENSE NO. 12779 SEAL SEATTLE SOUNDERSFC HEADQUARTERS & TRAINING CENTER 1901 OAKESDALE AVENUE SW RENTON, WA 98057 FIELD CONSTRUCTION ISSUE DATE: 05.01.2023 REV DESCRIPTION DATE PROJECT NO. 21032 DRAWN BY: REF CHK'D BY: EJG SHEET TITLE LAYOUT PLAN FIELD 1 & GK AREA F 111 ►•C ■ 0.72V72 GENERA) KSWI)OLLC 4/4N225:40:59 PM 5 1 4 1 3 1 2 I7 C B MATCHLINE SEE SHEET F111 L J 3 CO-4 CO-3 VIN-GROUND / P CLEANOUT BALL CONTROL VHV-1 �21CLEANOUT BALL CONTROL HOSE REEL QCV-10 1 4 QUICK COUPLING / 3 �41 F240 NETTING AND HEAD &VALVE NETTING ND 4 VALVE FENCING 1 F221IQ �31 � 4 AM -LOCK F233 F24VNNECTION FIELD LIGHT, TYP / 3 SEE ELECTRICAL �32 r BIOS P / 10' HT. PERIMETER SEEDING SE CHAIN LINK FENCE WITH�3� 1 HV-2 5 CONCRETE L W W WINDSCREEN AND F210 �4O HEAD & VALVE � PAVING CIV CONCRETE CURB Q �10 l W W y HV-6 SAND BASED NATURAL HEAD &VALVE GRASS FIELD � INFILLED SYNTHETIC l WWW`WW ri TURF WITH SOCCER 1 F233 MARKINGS (225'x348') F210 � WWWWyW � RESTORA IO y 2 PLANTIN W W W W W y F210 I W i y L W I WWWWW WWWWWW QCV-11 y W y CONCRETE CURB QUICK COUPLING l W W & SYNTHETIC rl 3 VALVE � TURF EDGE �5O F210 � ANCHOR FIELD 3 FIELD 2 O 1 11) cn I Q 1 1 J 1 -s 11 = MATCH LINE SEE SHEE 3 r_*CONCRETE CURB '� & SYNTHETIC F210 F250 TURF EDGE ANCHOR HV-5 HEAD & VALVE HV-3 1 HEAD & VALVE �33 FIELD LIGHT, TYP. SEE ELECTRICAL 4' HT. CHAIN LINK FENCE AND CONCRETE CURB 3 1 F210 �4O 10' CHAIN LINK FENCE AND F210 / F\ 240 / CONCRETE CURB L_J MATO I I I� 1H� I I I I� I j� F I I _1HEE T F1-7� FORS.. PARKI G LOT I 1�tAN DSFAP I NG7�1 'H � I I I� I ASPH 1 -0 v 0) ASP, CB-2 1 F231 VALVE o TYPE 1 CATCH �21 1 CB-1 � BASIN WITH TURF F221 TYPE 1 CATCH COVER SYNTHETIC TURF BASIN WITH TURF 4 BALL CONTROL EDGE ANCHOR AT 2 CAM -LOCK COVER NETTING AND / F240 FENCING IN -GROUND C�-6 CONCRETE F250 CONNECTION HOSE REEL �31 DOUBLE CLEAN OU THICKENED EDGE5 3 5 CONCRETE CO-5 SWING GATE �4O F232 F210 PAVINGL CLEANOUT SINGLE ■ - - _ ROLLING A t Cr 0 AHV A 1 MATCH LIINE SEE SHEET F113 LANDSCAPE RESTORATION LEGEND — — — — , (A GROUNDCOVER AND EROSION CONTROL SEEDING - 49,271 SF ---- Quantity Size Scientific Name Common Name Evergreen (E) or Deciduoud (D) Note 2023 @24" o.c. 4" pot Arctostaphylos uva-ursi Kinnikinnick E 15% of coverage 2023 @24" o.c. 4" pot Fragaria chiloensis Beach Strawberry E 15% of coverage 900 @36" o.c. 1 gal. Iris "Pacific Coast Hybrids" Pacific Coast Iris E 15% of coverage 2023 @24" o.c. 4" pot Lupinus, in variety Lupine E 15% of coverage ®1 1 1 1 1 ERENNIALS & WOODY SHRUBS - 18,817 SF i i I i A Quantity Size Scientific Name Common Name Evergreen (E) or Deciduoud (D) Note 605 @ 36" o.c. 1 gal Gaultheria shallon Salal E 25% of coverage 242 @ 36" o.c. 1 gal Mahonia Repens Creeping Oregon Holly -Grape E 10% of coverage 363 @ 36" o.c. 2 gal Rhododendron macrophoyllum Rhododendrum E 15% of coverage 484 1@ 36" o.c. 1 gal Rosa Nutkana Nootka Rose D 20% of coverage 484 @ 36" o.c. 1 gal Carnus stolonifera Red -Osier Dogwood D 20% of coverage 242 @ 36" o.c. 1 gal Holodiscus discolor Ocean Spray D 10% of coverage 24 3-stem Ace circinatum Vine Maple D Field Locate 24 6' min. Fraxinus Iatifolia Oregon Ash D Field Locate W, BIOSCAPE SEEDING, SEE CIVIL rT� QCV-12 QUICK COUPLING LAYOUT LEGEND SHEET F111 - SANU-bA5tU NAI UKAL I UKh SOCCER PITCH SYNTHETIC TURF SOCCER - � PITCH ASP, _ NON-INFILLED SYNTHETIC TURF CONCRETE PAVING ® LANDSCAPE RESTORATION AND BIDDER DESIGN TEMPORARY cn RESTORATION IRRIGATION CONCRETE CURB - •--—x CHAIN LINK FENCE CHAIN LINK FENCE IN CONCRETE CURB - NETTING OVER CHAIN LINK FENCE CO SYNTHETIC TURF EDGE _ M M ANCHOR PH ® TRENCH DRAIN N o LAYOUT NOTES _ - 1. COORDINATE ALL LAYOUT WITH ESTABLISHED SITE VERTICAL AND HORIZONTAL CONTROL. MAJOR LAYOUT POINTS INCLUDING FIELD v CORNERS TO BE INSTALLED BY A LICENSED LAND SURVEYOR FROM ELECTRONIC MEDIA PROVIDED BY THE FIELD LANDSCAPE _ ARCHITECT. NGLE B�JLLING GAT Eu, _ 2. PRIOR TO COMMENCING THE PHYSICAL WORK, VERIFY STAKING 5 o SHOWS NO CONFLICT WITH THE WORK OF PREVIOUS PHASES. VERIFY LOCATIONS OF ALL STORM DRAIN PIPING, MANHOLES AND CATCH BASINS, WATER SYSTEMS PIPING AND PU40 APPURTENANCES, AND OTHER UTILITIES. ALL DIMENSIONS ARE TO THE INSIDE OF THE CONCRETE yPCASPFkn3. CONTAINMENT CURB. - 4. FIELD MARKINGS SHOWN ARE FOR REFERENCE ONLY, 163 o INSTALLED/PAINTED BY OTHERS. p 5. SEE F-3 SERIES DRAWINGS FOR DETAILED LAYOUT OF THE SYNTHETIC TURF FIELD MARKINGS AND GRAPHICS. 162 a _ 6. NATURAL GRASS FIELD SECTION TO INCLUDE 6" OF PEA PC GRAVEL DRAINAGE CAVITY, 12" OF AMENDED ROOT ZONE SAND, 161 - AND 1" SAND -GROWN KBG/PRG BLEND SOD. as— - 7. SYNTHECTIC TURF FIELD SURFACE TO INCLUDE NON -WOVEN GEOTEXTILE FABRIC, 8" OF BASE COURSE PERMEABLE . AGGREGATE, 2" OF TOP COURSE PERMEABLE AGGREGATE & C SPECIFIED SYNTHETIC TURF SURFACING SYSTEM. 8. SUBGRADE PLANARITY TO BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION OF THE FIELD SECTION. 9. ALL GRASS FIELD SURFACES ARE CONTAINED WITHINT A C 12%12" CONCRETE CURB. 160 sDX - 10. ALL SYNTHETIC TURF SURFACES ARE CONTAINED WITHIN A PC 12"x12" CONCRETE CURB. 159 11. REFER TO THE FENCING AND LAYOUT CONTROL PLANS FOR DETAILED DIMENSIONING. PC 41� 12. FOR RESTORATION AREAS, CONTRACTOR TO PROVIDE BIDDER DESIGNED TEMPORARY RESTORATION IRRIGATION, 100% COVERAGE. REFER TO IRRIGATION DETAILS. 157 1 Fi ENT PLANNING ' Ding 05/10/2023 GENERATOR STUDIp TENANT SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER / DEVELOPER UNICO PROPERTIES LLC 1215 FOURTH AVENUE, SUITE 600 SEATTLE, WA 98161 UNICOPROP.COM ARCHITECT GENERATOR STUDIO LLC 1615 BALTIMORE AVE KANSAS CITY, MO 64108 816.333.6527 GENERATORSTUDIO.COM LANDSCAPE ENGINEER D.A. HOGAN & ASSOCIATES, INC. 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 206.285.0400 DAHOGAN.COM STRUCTURAL & CIVIL ENGINEER COUGHLIN PORTER LUNDEEN (CPL) 901 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 206.343.0460 CPLINC.COM MEP ENGINEER HENDERSON ENGINEERS 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 916.663.8700 HENDERSONENGINEERS.COM DEVELOPMENT ENGINEERING Wanders 05/10/2023 ARCHITECT: MICHAEL J. KRESS LICENSE NO. 12779 SEAL SEATTLE SOUNDERSFC HEADQUARTERS & TRAINING CENTER 1901 OAKESDALE AVENUE SW RENTON, WA 98057 FIELD CONSTRUCTION ISSUE DATE: 05.01.2023 REV DESCRIPTION DATE PROJECT NO. 21032 DRAWN BY: REF CHK'D BY: EJG SHEET TITLE LAYOUT PLAN FIELDS 2 &3 R-423860 0 30' 60' F1 12 SCALE: 1" - 30' DA HOGAN 02022 GENERATOR 5TUUID LLC 4/4N225:40:59 PM 61 4 3 2 IN C B A WATER I - � I l\ I WETLAND FLAG AREA B (B1-018) OLLING TCHLINE SEE SHEET F112 AH MATCH LINE SEE AHV A ■ HV-7 SYNTHETIC TURF EDGE HV-8 CO-7 TYPE 1 CATCH HEAD & VALVE 2 ANCHOR AT CONCRETE HEAD & VALVE CLEAN OUT ( � BASIN WITH TURF �121 FIELD LIGHT, TYP. F250THICKENED EDGE COVERri 3 SEE ELECTRICAL �21 F233 CONCRETE CURB & SYNTHETIC 1 3 TURF EDGE �5O �10 ANCHOR INFILLED SYNTHETIC TURF WITH SOCCER l \ I I TEST PIT 34 / I TEST PIT B5 I ) I � � �SPHINGLE ROLLING- �-I co I � SINGLE OLLwO U X I I D SW MARKINGS (225'x348') _ _ dZ CAM - LOCK r3 2 CONNECTION F232 HV-12 1 � HEAD & VALVE •_•_•. �33 as BALL CONTROL 4 FENCING AND NETTING F240 STU_F KIIUIN .4LANTIRG (D W J` SAT ASPH '<\\ � � a TYPE 1 CATCH 1 BASIN WITH TURF COVER F221 \ `` \\\ \ \ \ \\ \ \ RESTORATION PLANTING 24" CORRUGATED,- \ \\\ \ 1 /RLNTIC PIPE / LANDSCAPE RESTORATION LEGEND 17— 71 OA GROUNDCOVER AND EROSION CONTROL SEEDING — 49,271 SF 3 CAM -LOCK �32CONNECTION 1 a 1 HV-g a a a �33HEAD &VALVE a 4 a 4 q 4 BALL CONTROL FENCING AND NETTING ° INFILLED SYNTHETIC �4O TURF WITH SOCCER Q d . G o MARKINGS (225'x34r2 8') a - a F210 - - - -o--- -- ri HV-10 �33HEAD &VALVE A HV-1 1 3 CO-8 ._ HEAD & VALVE 3 1 SYNTHETIC TURF F221 CLEAN OUT = EDGE ANCHOR AT s 1 F210 �5OCONCRETE CURB FIELD LIGHT, TYP, d d F233 SEE ELECTRICAL o Quantity Size Scientific Name Common Name Evergreen (E) or Deciduoud (D) Note 2023 @24" o.c. 4" pot Arctostaphylos uva-ursi Kinnikinnick E 15% of coverage 2023 @24" o.c. 4" pot Fragaria chiloensis Beach Strawberry E 15% of coverage 900 @36" o.c. 1 gal. Iris "Pacific Coast Hybrids" Pacific Coast Iris E 15% of coverage 2023 @24" o.c. 4" pot Lupinus, in variety Lupine E 15% of coverage ©1 1 11 PERENNIALS & WOODY SHRUBS - 18,817 SF Quantity Size Scientific Name Common Name Evergreen (E) or Deciduoud (D) Note 605 @ 36" o.c. 1 gal Gaultheria shallon Salal E 25% of coverage 242 @ 36" o.c. 1 gal Mahonia Repens Creeping Oregon Holly -Grape E 10% of coverage 363 @ 36" o.c. 2 gal Rhododendron macrophoyllum Rhododendrum E 15% of coverage 484 @ 36" o.c. 1 gal Rosa Nutkana Nootka Rose D 20% of coverage 484 @ 36" o.c. 1 gal Carnus stolonifera Red -Osier Dogwood D 20% of coverage 242 @ 36" o.c. 1 gal Holodiscus discolor Ocean Spray D 10% of coverage 24 3-stem Acer circinatum Vine Maple D Field Locate 24 6' min. Fraxinus latifolia Oregon Ash D Field Locate BIOSCAPE SEEDING, SEE CIVIL O L------I RESTORATION PLANTING :7F1t,2/ LAYOUT LEGEND F 112 F J F_= 157 SAND —BASED NATURAL TURF + SOCCER PITCH PC SYNTHETIC TURF SOCCER 240 PITCH 156 � NON—INFILLED SYNTHETIC + TURF CONCRETE PAVING r PC LANDSCAPE RESTORATION AND ® BIDDER DESIGN TEMPORARY Q 5 RESTORATION IRRIGATION E FF240 CONCRETE CURB x--—x CHAIN LINK FENCE CHAIN LINK FENCE IN =P - CONCRETE CURB NETTING OVER CHAIN LINK FENCE M M SYNTHETIC TURF EDGE ANCHOR -- ® TRENCH DRAIN -�2a3 LAYOUT (VOTES L 131, 1 • COORDINATE ALL LAYOUT WITH ESTABLISHED SITE VERTICAL Al HORIZONTAL CONTROL. MAJOR LAYOUT POINTS INCLUDING FIEI CORNERS TO BE INSTALLED BY A LICENSED LAND SURVEYOR FROM ELECTRONIC MEDIA PROVIDED BY THE FIELD LANDSCAPI ARCHITECT. 2, PRIOR TO COMMENCING THE PHYSICAL WORK, VERIFY STAKINC SHOWS NO CONFLICT WITH THE WORK OF PREVIOUS PHASES. VERIFY LOCATIONS OF ALL STORM DRAIN PIPING, MANHOLES 1 AND CATCH BASINS, WATER SYSTEMS PIPING AND f _J APPURTENANCES, AND OTHER UTILITIES. 3. ALL DIMENSIONS ARE TO THE INSIDE OF THE CONCRETE J CONTAINMENT CURB. I 1— 4. FIELD MARKINGS SHOWN ARE FOR REFERENCE ONLY, �l INSTALLED/PAINTED BY OTHERS. I 5. SEE F-3 SERIES DRAWINGS FOR DETAILED LAYOUT OF THE �` j1tiJ SYNTHETIC TURF FIELD MARKINGS AND GRAPHICS. \ o \ 6. SYNTHECTIC TURF FIELD SURFACE TO INCLUDE NON -WOVEN GEOTEXTILE FABRIC, 8" OF BASE COURSE PERMEABLE AGGREGATE, 2" OF TOP COURSE PERMEABLE AGGREGATE & I I SPECIFIED SYNTHETIC TURF SURFACING SYSTEM. / 7. SUBGRADE PLANARITY TO BE APPROVED BY THE ENGINEER I I PRIOR TO INSTALLATION OF THE FIELD SECTION. S 8. ALL SYNTHETIC TURF SURFACES ARE CONTAINED WITHIN A 1 12"02" CONCRETE CURB. \ 9. REFER TO THE FENCING AND LAYOUT CONTROL PLANS FOR ` DETAILED DIMENSIONING. \1 10. FOR RESTORATION AREAS, CONTRACTOR TO PROVIDE BIDDER DESIGNED TEMPORARY RESTORATION IRRIGATION, 100% COVERAGE. REFER TO IRRIGATION DETAILS. CURRENT PLANNING (D JDing 05/10/2023 0 30' 60' SCALE: 1" - 30' GENERATOR STUDIp TENANT SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER / DEVELOPER UNICO PROPERTIES LLC 1215 FOURTH AVENUE, SUITE 600 SEATTLE, WA 98161 UNICOPROP.COM ARCHITECT GENERATOR STUDIO LLC 1615 BALTIMORE AVE KANSAS CITY, MO 64108 816.333.6527 GENERATORSTUDIO.COM LANDSCAPE ENGINEER D.A. HOGAN & ASSOCIATES, INC. 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 206.285.0400 DAHOGAN.COM STRUCTURAL & CIVIL ENGINEER COUGHLIN PORTER LUNDEEN (CPL) 901 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 206.343.0460 CPLINC.COM MEP ENGINEER HENDERSON ENGINEERS 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 916.663.8700 HENDERSONENGINEERS.COM DEVELOPMENT ENGINEERING NJanders 05/10/2023 ARCHITECT: MICHAEL J. KRESS LICENSE N0. 12779 SEAL SEATTLE SOUNDERSFC HEADQUARTERS & TRAINING CENTER 1901 OAKESDALE AVENUE SW RENTON, WA 98057 FIELD CONSTRUCTION ISSUE DATE: 05.01.2023 REV DESCRIPTION DATE PROJECT NO. 21032 DRAWN BY: REF CHK'D BY: EJG SHEET TITLE LAYOUT PLAN FIELD 4 R-423861 F 113 02022 GENERATOR 5TUUID LLC 4/4N22 5;40;59 PM 0 C B A 5 1 4 1 3 1 2 ixt� GRASS I � SDx SDx - GRADING LEGEND - 110EXISTING CONTOUR LINES 411.52JL SPOT ELEVATION 411 NEW CONTOUR LINES CL OUT ` ' �� / ' RI�I 0 - - 411.5� - NEW HALF CONTOUR LINES / / 1 R Ivt 50 - - -1 13.7' o �- -----------�-� ---�- - v v - I.I x/ S=2.0%� SURFACE SLOPE ----- --- -- ----- - BUILDING --1--- G 211..,5�� 501 1 I II • �,_ C ---1� -- - 0� 1 1 1 �, �, cw CONSTANT SURFACE SLOPE B NATU RPI - TU S BGf ADE 0 1,91921 R57. I I 1 I 1 � 1 1 7' _� J MATCH TO EXISTING NATURAL TURFL119�€ GRADE BREAK 11` � r LIMIT OF PERMEABLE AGGREGATE a j D II I v LIMIT OF SAND BASED TURF _ { TRENCH RAIN II 1 •8 CATCH BASIN INLET (C.B.I.) CATCH BASIN, II 1 II Z 4, TYPE 1 RIM 21.42 I 1 v / FG S=0.00% I { � N CHAINLINK FENCE AND SIG S=0.00%II 1 x 1 IN G CONCRETE CURB o / / �i I CHAINLINK FENCE / / II I X 2.7'1, TRENCH DRAIN TEST P T A2 / / // A NATURAL TURF Rib -GE @-SG 20.50 \A aATURAL TURF RIDGE @/S6-20 55O II - FG FINISH GRADE SG SUBGRADE //x B NATURAL TURF SUBGRADE ® 19.92 B 1 NAT.URAL\TURF SUBGRADE @ 19.92 LI I x mm TEST PIT Al II I I GRADING NOTES EA A (Al-A31)- /� BUILD TR 1. THE CONTRACTOR SHALL CALL AND NOTIFY DIGALERT AT / �' B-1-1 A MINIMUM OF 2 WORKING DAYS BEFORE I FG--21-.-54 I / I J N 2 5 �%/ i SG 19.92 �'; �j }� /�T-�� - 59,752 DEMOLITION, DIGGING, OR GRADING OPERATIONS OCCUR. BUILDING TDCB-2 >n J I I 2. NEW CONTOURS SHOWN ARE FINISH GRADE ELEVATIONS. TRENGH DRAIN �� I I o • - _ / / / / � /TC�H�BA�fly cw 3. BACKFILL AND COMPACT EXCAVATED AREAS RESULTING _ , _ _ �/ IM a. ' �I �1 I FROM DEMOLITION ACTIVITIES WITH SELECT FILL TO 95% - - o - - o ` I I I S SDx SDx WITH 12" MAX LIFTS. 4. STRIP FIELD AREA OF EXISTING SOD AND ORGANIC MATERIALS AND DISPOSE OF OFF SITE. ALL EXCESS AND UNSUITABLE SOIL MATERIALS SHALL BE REMOVED �/ I �, cv, 5IVqL - AND DISPOSED OF OFF SITE. 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN THE Y, sox h��ji �I I x EVENT OR DISCOVERY OF POOR SOILS, GROUNDWATER D / DL SG S=0.00� FG S=0.00� J� �1 1 x sox - -- - - OR DISCREPANCIES IN THE EXISTING CONDITIONS AS �` �i / �,r II PH NOTED ON THE PLANS. x / _ I -�, M - -� 6. ALL PERIMETER PAVING SHALL MEET AND MATCH - -r 1 - / - ADJACENT SURFACES. �0 0 / FG S=0.00% j „ - \ SG S=0.00%. I 1 7. SYNTHETIC TURF SECTION MAY VARY: ADJUST FIELD \ PAX /// ��% / �a.� `il 1 - - I _ PROFILE IN THE BASE COURSE PERMEABLE AGGREGATE III I I 1 N LIFT ACCORDINGLY. A , N T- At � IDGE G 0. 0 � , , X,51 - NOTE LEGEND ,///CFG 21,50 SG 20.50 ;; Id sn I I ASPH _ 1. (INDICATES GENERAL CONSTRUCTION NOTE) III ASPH > I I O (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) TEST PIT B1 1c.�JATURAL TURF, SIB,GF�ADE @„ 19.9 r I� / TES IT�3�1 ( /- ° NATURAL TURF RI GE 4 1S'G 29: b I, II I 51 I I _ FIELD ELEVATIONS B NATURAL TU �` ,UBGRAD ® 19.9�1 1 II I I L - NATURAL TURF FIELD RIDGE: FG 21.50- \\I FG 21.50 1• ;; �, 7 I I 1 _ FINISH GRADE OF SOD: 21.50 _ _ _ SG _20.5_0 _ _ _ SG 20.50 Q I cn FINISH GRADE OF ROOT ZONE SAND: 21.42 MA HL E SEE SHEET 2 - - 1� SUBGRADE ELEVATION: 20.50 /// Ni_--_-_-_�-_-_-�----__-___�_ -___-- fVl/1TCHLINESEESHEETF122 I � �rF _ �I 11 n X X u u 7 �� h \v\,I\��I �. n X X"T I nB NATURAL TURF FIELD SUBGRADE: FINISH GRADE OF SOD: 21.50 FINISH GRADE OF ROOT ZONE SAND: 21.42 FINISH GRADE OF PEA GRAVEL: 20.42 SUBGRADE ELEVATION: 19.92 ►•C ■ =GEERATOR 5 T U D 1 0 TENANT SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER / DEVELOPER UNICO PROPERTIES LLC 1215 FOURTH AVENUE, SUITE 600 SEATTLE, WA 98161 UNICOPROP.COM ARCHITECT GENERATOR STUDIO LLC 1615 BALTIMORE AVE KANSAS CITY, MO 64108 816.333.6527 GENERATORSTUDIO.COM LANDSCAPE ENGINEER D.A. HOGAN & ASSOCIATES, INC. 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 206.285.0400 DAHOGAN.COM STRUCTURAL & CIVIL ENGINEER COUGHLIN PORTER LUNDEEN (CPL) 901 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 206.343.0460 CPLINC.COM MEP ENGINEER HENDERSON ENGINEERS 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 916.663.8700 HENDERSONENGINEERS.COM DEVELOPMENT ENGINEERING Wanders 05/10/2023 ARCHITECT: MICHAEL J. KRESS LICENSE NO. 12779 SEAL SEATTLE SOUNDERSFC HEADQUARTERS & TRAINING CENTER 1901 OAKESDALE AVENUE SW RENTON, WA 98057 FIELD CONSTRUCTION ISSUE DATE: 05.01.2023 REV DESCRIPTION DATE 0 0 PROJECT NO. 21032 DRAWN BY: REF CHK'D BY: EJG Know what's below. SHEET TITLE Call before you dig. GRADING PLAN FIELD 1 & GK AREA R-423862 0 30' 60' F1 21 SCALE: 1" = 30' DA HOGAN 02022 GENERATOR 5TUUID LLC 4/4N225:40:59 PM 0 C B A 5 1 4 1 3 1 2 MATCH LINE SEE SHEET F12: / / I f J j / 1 / / I / / l Uji �� 1 J \ I I1 \ FG 21 i \ / SG 2( J TE�T �T D \ I ST PIT D2 S S,f�TFTX PIT D1 SDx \7 S I) � v Nib "m MATCHLINE SEE SHEET F123 i ( "A I L_J EETF121 I co sP� I I I I� co w co I I I� I� r I� a � I co co I ASPH co 2 2 ASPH I N a FIELD ELEVATIONS A NATURAL TURF FIELD RIDGE: FINISH GRADE OF SOD: 21.50 FINISH GRADE OF ROOT ZONE SAND: 21.42 SUBGRADE ELEVATION: 20.50 l❑J NATURAL TURF FIELD SUBGRADE: FINISH GRADE OF SOD: 21.50 FINISH GRADE OF ROOT ZONE SAND: 21.42 FINISH GRADE OF PEA GRAVEL: 20.42 SUBGRADE ELEVATION: 19.92 SYNTHETIC TURF FIELD RIDGE: FINISH GRADE OF INFILL: 21.50 FINISH GRADE OF SUPPLEMENTAL PAD: 21.37 FINISH GRADE OF TOP COURSE PERMEABLE AGGREGATE: 21.29 FINISH GRADE OF BASE COURSE PERMEABLE AGGREGATE: 21.12 SUBGRADE ELEVATION: 20.50 QD SYNTHETIC TURF FIELD RIDGE: FINISH GRADE OF INFILL: 21.50 FINISH GRADE OF SUPPLEMENTAL PAD: 21.37 FINISH GRADE OF TOP COURSE PERMEABLE AGGREGATE: 21.29 FINISH GRADE OF BASE COURSE PERMEABLE AGGREGATE: 21.12 SUBGRADE ELEVATION: 20.45 SYNTHETIC TURF FIELD VALLEY: FINISH GRADE OF INFILL: 21.50 FINISH GRADE OF SUPPLEMENTAL PAD: 21.37 FINISH GRADE OF TOP COURSE PERMEABLE AGGREGATE: 21.29 FINISH GRADE OF BASE COURSE PERMEABLE AGGREGATE: 21.12 SUBGRADE ELEVATION: 20.00 SYNTHETIC TURF SECTION MAY VARY: ADJUST FIELD PROFILE IN THE BASE COURSE PERMEABLE AGGREGATE LIFT ACCORDINGLY. ❑ X - co - 2 ASP v x 2 2 C a IGI6, jx-- SDx - PC 159 PC 158 157 )) ►•; rm GRADING LEGEND - 110EXISTING CONTOUR LINES 411.52JL SPOT ELEVATION 411 - NEW CONTOUR LINES 411.5 - - NEW HALF CONTOUR LINES S=2.0%- SURFACE SLOPE C CONSTANT SURFACE SLOPE -� MATCH TO EXISTING ----- GRADE BREAK LIMIT OF PERMEABLE AGGREGATE LIMIT OF SAND BASED TURF CATCH BASIN INLET (C.B.I.) TYPE 1 CHAINLINK FENCE AND CONCRETE CURB CHAINLINK FENCE TRENCH DRAIN FG FINISH GRADE SG SUBGRADE GRADING NOTES 1. THE CONTRACTOR SHALL CALL AND NOTIFY DIGALERT AT B-1-1 A MINIMUM OF 2 WORKING DAYS BEFORE DEMOLITION, DIGGING, OR GRADING OPERATIONS OCCUR. 2. NEW CONTOURS SHOWN ARE FINISH GRADE ELEVATIONS. 3. BACKFILL AND COMPACT EXCAVATED AREAS RESULTING FROM DEMOLITION ACTIVITIES WITH SELECT FILL TO 95% WITH 12" MAX LIFTS. 4. STRIP FIELD AREA OF EXISTING SOD AND ORGANIC MATERIALS AND DISPOSE OF OFF SITE. ALL EXCESS AND UNSUITABLE SOIL MATERIALS SHALL BE REMOVED AND DISPOSED OF OFF SITE. 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. 6. ALL PERIMETER PAVING SHALL MEET AND MATCH ADJACENT SURFACES. NOTE LEGEND 1. (INDICATES GENERAL CONSTRUCTION NOTE) 30. (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) 0 30' 60' SCALE: 1" - 30' EGE:NERATOR 5 T U D 1 0 TENANT SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER / DEVELOPER UNICO PROPERTIES LLC 1215 FOURTH AVENUE, SUITE 600 SEATTLE, WA 98161 UNICOPROP.COM ARCHITECT GENERATOR STUDIO LLC 1615 BALTIMORE AVE KANSAS CITY, MO 64108 816.333.6527 GENERATORSTUDIO.COM LANDSCAPE ENGINEER D.A. HOGAN & ASSOCIATES, INC. 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 206.285.0400 DAHOGAN.COM STRUCTURAL & CIVIL ENGINEER COUGHLIN PORTER LUNDEEN (CPL) 901 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 206.343.0460 CPLINC.COM MEP ENGINEER HENDERSON ENGINEERS 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 916.663.8700 HENDERSONENGINEERS.COM DEVELOPMENT ENGINEERING Wanders 05/10/2023 ARCHITECT: MICHAEL J. KRESS LICENSE NO. 12779 SEAL SEATTLE SOUNDERSFC HEADQUARTERS & TRAINING CENTER 1901 OAKESDALE AVENUE SW RENTON, WA 98057 FIELD CONSTRUCTION ISSUE DATE: 05.01.2023 REV DESCRIPTION DATE Q '� o PROJECT NO. 21032 DRAWN BY: REF b I CHK'D BY: EJG Knowwhats E OW. SHEET TITLE Call before you dig. GRADING PLAN FIELDS 2 &3 R-423863 F1 22 DA HOGAN lir 02022 GENERATOR 5TUUID LLC 4/4N22 5;40;59 PM 0 C B A 5 1 4 1 3 1 2 WETLAND FLAG AREA B (Bl—B18) (D SAT " \ ASPH �II PAVA i 7/1 _ 1� 7- �V CB-4�5-- l"\\ TYP ATCH BASIN f l T`NTb1=1'tLI I-L� — RIM 21.00 /L+ _ VA6Y -- -- 5 - FG 21.5(�--� �— \ SG 20.50( 77 GRAVEL 4" CORRUGATED��'-- ---- _ \� \ \\\ \ \ 1 STIC PIPE / c EET F122 cn 3PHi --------� ——_—T __-------------= -_ _-� t---- --- - --- _--DAIS ----- -� r------ ------� ---- _ -----------_- ------� — Rtivr1.50 \ / I\ 1 1 J / JZ�j \ j FIELD ELEVATIONS 158 I_- P� � 157 8 11 PC ASP -SIX SYNTHETIC TURF FIELD RIDGE: FINISH GRADE OF INFILL: 21.50 FINISH GRADE OF SUPPLEMENTAL PAD: 21.37 FINISH GRADE OF TOP COURSE PERMEABLE AGGREGATE: 21.29 FINISH GRADE OF BASE COURSE PERMEABLE AGGREGATE: 21.12 SUBGRADE ELEVATION: 20.50 QD SYNTHETIC TURF FIELD RIDGE: FINISH GRADE OF INFILL: 21.50 FINISH GRADE OF SUPPLEMENTAL PAD: 21.37 FINISH GRADE OF TOP COURSE PERMEABLE AGGREGATE: 21.29 FINISH GRADE OF BASE COURSE PERMEABLE AGGREGATE: 21.12 SUBGRADE ELEVATION: 20.45 SYNTHETIC TURF FIELD VALLEY: FINISH GRADE OF INFILL: 21.50 FINISH GRADE OF SUPPLEMENTAL PAD: 21.37 FINISH GRADE OF TOP COURSE PERMEABLE AGGREGATE: 21.29 FINISH GRADE OF BASE COURSE PERMEABLE AGGREGATE: 21.12 SUBGRADE ELEVATION: 20.00 SYNTHETIC TURF SECTION MAY VARY: ADJUST FIELD PROFILE IN THE BASE COURSE PERMEABLE AGGREGATE LIFT ACCORDINGLY. GRADING LEGEND — 110EXISTING CONTOUR LINES 411.52JL SPOT ELEVATION 411 1 NEW CONTOUR LINES 411.5 — — NEW HALF CONTOUR LINES S=2.0%, SURFACE SLOPE C CONSTANT SURFACE SLOPE v —� MATCH TO EXISTING ----- GRADE BREAK LIMIT OF PERMEABLE AGGREGATE LIMIT OF SAND BASED TURF CATCH BASIN INLET (C.B.I.) TYPE 1 CHAINLINK FENCE AND CONCRETE CURB r CHAINLINK FENCE TRENCH DRAIN FG FINISH GRADE SG SUBGRADE GRADING NOTES 1. THE CONTRACTOR SHALL CALL AND NOTIFY DIGALERT AT 8-1-1 A MINIMUM OF 2 WORKING DAYS BEFORE DEMOLITION, DIGGING, OR GRADING OPERATIONS OCCUR. 2. NEW CONTOURS SHOWN ARE FINISH GRADE ELEVATIONS. 3. BACKFILL AND COMPACT EXCAVATED AREAS RESULTING FROM DEMOLITION ACTIVITIES WITH SELECT FILL TO 95% WITH 12" MAX LIFTS. 4. STRIP FIELD AREA OF EXISTING SOD AND ORGANIC MATERIALS AND DISPOSE OF OFF SITE. ALL EXCESS AND UNSUITABLE SOIL MATERIALS SHALL BE REMOVED AND DISPOSED OF OFF SITE. 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. 6. ALL PERIMETER PAVING SHALL MEET AND MATCH ADJACENT SURFACES. NOTE LEGEND 1. (INDICATES GENERAL CONSTRUCTION NOTE) 30. (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) 0 30' 60' SCALE: 1" - 30' 0 0 Know what's below. Call before you dig EGE:NERATOR STUD10 TENANT SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER / DEVELOPER UNICO PROPERTIES LLC 1215 FOURTH AVENUE, SUITE 600 SEATTLE, WA 98161 UNICOPROP.COM ARCHITECT GENERATOR STUDIO LLC 1615 BALTIMORE AVE KANSAS CITY, MO 64108 816.333.6527 GENERATORSTUDIO.COM LANDSCAPE ENGINEER D.A. HOGAN & ASSOCIATES, INC. 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 206.285.0400 DAHOGAN.COM STRUCTURAL & CIVIL ENGINEER COUGHLIN PORTER LUNDEEN (CPL) 901 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 206.343.0460 CPLINC.COM MEP ENGINEER HENDERSON ENGINEERS 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 916.663.8700 HENDERSONENGINEERS.COM DEVELOPMENT ENGINEERING Wanders 05/10/2 123 ARCHITECT: MICHAEL J. KRESS LICENSE NO. 12779 SEAL SEATTLE SOUNDERSFC HEADQUARTERS & TRAINING CENTER 1901 OAKESDALE AVENUE SW RENTON, WA 98057 FIELD CONSTRUCTION ISSUE DATE: 05.01.2023 REV DESCRIPTION DATE PROJECT NO. 21032 DRAWN BY: REF CHK'D BY: EJG SHEET TITLE GRADING PLAN FIELD 4 R-423864 r-N A U n /07 A N 11 F12 02022 GENERATOR 5TUUID LLC 4/4N22 5;40;59 PM Ill C B A 5 EA A (Al-A31) 4 3 1 2 GRASS CI] r \ / / � � i x �- ems- -1 , d L:1- �_t5 - - 7_:�_ / / ASP /o ( CO- " /s6X SDX SDX EADYT �' ` a I� RIM .5 - - - - - - - - - -----�- -�------------,------------------ IE 1-8'$8 1 HP f9.26 F1-El 1 G12:1158 A I C 1 _ o = o ' I 1 I m N Cw f _T - \ / •,\\ �l � �) \ \- III i x� I � � ,GK-2. T a / Er // / 1/ //E- GK-5_ GK-6 / /// /., 15.00' J � r A2 / / / �� IE 9.26 GK-8 -` � ° IE 19.26 .. I _ � ° i O 14 // "T� Lv 7CL w IE 19.26 GK-13 . CIL 0 4- --- o --- o` _ / I IE 19.26 _ i%. i o ��- O �� • I;26 ii GK-15 /� /� S i TEST PIT 81 ►. TEST TEST PIT A1-�-) IE 19.2 GK-19 0 IU66 GK-20 SG 20.50 / 15.00' i� F�T19.26. <> GK-21?/• •�/� TYP�� NOT LOCATE 19.26 / 1I • G-r�ON SOCK POLE UT / l // / IE 19.26 .� / GK123IE 19.26 J SG"20. -MATCHLINE SEE SH LET F132 DRAINAGE NOTES _18.88 F1-W2 10.26 , 1 F1-E2 IE 18.8 �� 1 _ J / 116 LF 4" PERF., S=0.3 • �• +� 6 LF • 4" P ERF., S=0.33%d0 _18.8 � 1-W3 HP 9 '2 IE 1 I , •13 6x -LLF1`4 PERF, S=0.33%�\ 11 4" y 'PERF., S=0.33% _ I r 18.88 \ 1-W4 1 HP+9.26, } F1-f4 IE 1 .8 „ I I 116 LF 4" PERF., S=0.33% 116 LF 4" PERF S=0.33% G] _18.8 3 F1 W5 HP- �� , IE� 18.8 II •116 LF 4" PE S=0.33% / 1 16 LF • P S=Q.33% \ „ I x o \ II ��F1-W6 �+ • ��F1- 6 _ l II I 1 z. 0.33% 19 6 ELF 4 ERF., 1 4 PERF., /-0.33%\ \ I { :�\ TDCB-1 _18.88 (� -W7 HP 19 26 � F1- � 18.8 " � 1 I TRENCH DRAII' 116 LF` 4" • RF.,/' =0.33%,• �+ °} •6�LF�4" PERF., S=0.33% 1 II CATCH BASIN \ " I M 21.42 15.88 1-We/ H P 1 .26 1= IE 1� .8 �I � 5 19.46 0 116 PEF�I., S=0.33%�+ 1 1 LF 4" P P, S=0.33%/' ( a � II _18.88 �. < - „F1-W9 WP�19. 6 • �-E_ IE 18.8 1/12 LF 4 PERF. ( S=0.33% 1� LF�VPERF,S=0.33% P 51 .� �O�50 0 18.88 F1-W10 HP 19. 6 F1-E10 IE 18. Lf I,1 116 LF 4"-PERF., S=0.33co � +16 4" PERF., S=0 % �I �� T8.881-W1 1 / + ) , �F1-E1 1 IE 18.8 I II IJ ° o .176 LF 4�PE�F., S �.33% (�1 16 LF 4 PELF., =0. %• I - J �• I _18.88 F -W12 Hp 111 Fl\-E1,2� IE 18. 176 LF 4 F., 5=0.33 0 01.5A "TIM 1 •6 LF , `S=0.33 $G 19.92 / Fl 77T3 �•P 1 } , �F1-E1 4 PERF , 5=0.3 s,1 •6 LF 4 PERF S= .337 bPE / _18.88 �1� _ I 19.2 F1-El( 4 /" 18 I =6.50x ° 'll � v •1 LF 4" PLRRF�, 0 1 16 LF 4" PELF., S-0,r33% / BUILDING - R57.7, r _ _ _\ 0 I I / I I s X SDX- _18.88 Spx -Him 19.2Er �; FV- • f 1 > �nx%I"I 6 LF 4PERF., } TLF� 4" Fes,$�-0,33%%0•/ II k8.8 8 6__ �•• HP 1, �/� �� h61 116 LF 4 P ,, 5-0.33% 146 F �F'� RAF., =0. 3� •2 I, TDCB-2 d - _I \ " I I TRENCH DRAIN 18.88 F1-W1�7 HP _ / F� E,�7 � I 8. CATCH BASIN .116 LF -4.rPER� S=0.33%�1-I6- LF PERF.-S-6-33% X II RIM 21.42 I Dx IE 19.46 Sox _18.88 F-W1`8-- •--HP+rt9:26,�}------F7= rt8- - - II �I PHI ------- 116 LF., F 4RS=0.33% ( 116 LF 4 P RF., S=0.33*a+ M pN inn \ II I N R •116 L�\ 4 PERF. S=0.33% 116 LF 4 PERF., 0.33% r\ - / 18.88 F1-Wk I l / �6 F*-- 20 IE A -I - pit - 116 7XPERF.,1S=073;�W II I co s �1 18.88 F1-W2 _ 1 I V LF 4F'ERF., p�33%� + ;I-- LF 4" PERF, =0.33% I } 18.88 F1-W22 I \� _ HP 19.-2% 1 I I\ F1-E22 I 1 .8 II I ASPH q -1 16 LF 4'-PERF. L0.3 c� + 1167F 4' PERF., S=0.33k• " I 18.88 F -W23 HP 19.26F1-E23 I • I " co 1*16 LF 4 ERF., 5=0.33� �+ LF 4" PERF, S=0.33* II � I I ` I x9 18. 8 F1-W24 I _ H P 19.26 F1-N 18 II " -0 + 1 LF 4" PERE-, S= 1 88 a* F1-k HP 19.26 � } F1-E25 " _ - F NOTE LEGEND 1. (INDICATES GENERAL CONSTRUCTION NOTE) 3O. (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) 1. SUBSURFACE DRAINAGE COLLECTOR PIPE CAN BE INSTALLED PRIOR TO FINAL ACCEPTANCE OF THE FIELD SUBGRADE. 2. COORDINATION: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT THE IRRIGATION PIPING IS INSTALLED AT A SUFFICIENT DEPTH BELOW SUBGRADE BEFORE THE TRENCHING FOR THE SUBSURFACE DRAINAGE SYSTEMS TO AVOID CONFLICTS BETWEEN SYSTEMS. 3. TRENCHING FOR THE SUBSURFACE DRAINAGE LATERALS SHALL NOT PROCEED UNTIL THE IRRIGATION SYSTEM PIPING HAS BEEN BACKFILLED AND COMPACTED AND THE FIELD SUBGRADE IS APPROVED BY ENGINEER. 4. TRENCH EXCAVATION SHALL BE MADE TO THE ALIGNMENT, ELEVATION, GRADE AND SLOPE AS INDICATED ON THE DRAWINGS. TRENCHING SHALL BE ACCOMPLISHED UTILIZING EQUIPMENT WITH SLOPE AND DEPTH CONTROL, SUCH AS "LASER PLANE CONTROL SYSTEM", SO AS TO ENSURE ACCURACY IN THE BOTTOM OF THE TRENCH. 5. NO HIGH POINTS ABOVE DESIGNATED INVERT OR CALCULATED TRENCH BOTTOM ELEVATION WILL BE PERMITTED. NO SLOUGHING OF SITE MATERIAL OR LOOSE EXCAVATED SOIL WILL BE PERMITTED TO REMAIN IN THE TRENCHES. 6. SURPLUS EXCAVATED SOIL SHALL BE REMOVED FROM THE FIELD AREA PRIOR TO COMMENCING ON THE NEXT ADJACENT TRENCH. EXCAVATED MATERIAL MAY NOT REMAIN ON SUBGRADE. 7. PROVIDE A SMOOTH, EVEN SUBGRADE AFTER REMOVAL OF THE TRENCH MATERIAL. SUBGRADE TO BE COMPACTED TO 95%. LEAVE NO LOOSE MATERIAL ON THE SUBGRADE. 8. EXCAVATION BELOW INVERT GRADE MUST BE ESTABLISHED TO A DEPTH SO AS TO PROVIDE FOR SPECIFIED PLACEMENT OF PEA GRAVEL BEDDING AT BOTTOM OF PIPE ELEVATION PRIOR TO LAYING THE PERFORATED PIPE. 9. NO FOREIGN MATERIAL WILL BE PERMITTED INSIDE, ALONGSIDE, UNDER, OR ON TOP OF THE PERFORATED DRAIN PIPE. 10. THE BACKFILL FOR ALL PERFORATED PIPE SHALL BE CLEAN WASHED PEA GRAVEL. REFER TO THE SPECIFICATIONS FOR THE GRADATION REQUIREMENTS. 11. ALL TRENCHES TO HAVE BACKFILL MATERIAL "CROWNED" A MINIMUM OF 2" ABOVE SUBGRADE TO PROTECT FROM FOREIGN MATERIAL AND PROVIDE FOR EASE OF LOCATION IDENTIFICATION. CROWNS WITH FOREIGN MATERIAL CONTAMINATION SHALL BE REMOVED PRIOR TO PLACEMENT OF BASE SAND (NATURAL TURF) OR BASE AGGREGATE (SYNTHETIC TURF). 12. DURING PLACEMENT OF SPECIFIED TRENCH BACKFILL, PIPE MUST BE HELD IN PLACE TO PREVENT DISPLACEMENT AND PROVIDE FOR ACHIEVING SPECIFIED INVERT ELEVATION. DO NOT DAMAGE PIPE OR ALLOW PIPE TO BE DISPLACED BY PLACEMENT OF BACKFILL MATERIAL. 13. CAP THE ENDS OF ALL LATERAL RUNS. ALL OPEN ENDS DURING CONSTRUCTION ARE TO BE TEMPORARILY CAPPED OR PLUGGED. 14. CONNECTION OF LATERALS TO COLLECTOR DRAINS SHALL BE MADE WITH A COMBINATION REDUCING TEE AND REDUCING SADDLE TEE. 15. NO TRUCKS OR EQUIPMENT WILL BE ALLOWED TO DRIVE OVER THE TOP OF THE TRENCHES EXCEPT TRACK -EQUIPPED MACHINERY UTILIZED IN SPREADING IMPORTED SAND (NATURAL TURF) AND BASE AGGREGATE (SYNTHETIC TURF) MATERIALS. BACKFILLED TRENCHES ARE TO BE STAKED AND FLAGGED 3' ABOVE GRADE AT MAXIMUM 30' SPACING FOR IDENTITY. 16. COORDINATE SUBSURFACE DRAINAGE COLLECTOR LOCATION TO AVOID FENCE POST LOCATIONS. �Cw SDX ►•C ■ U) 'H 1 Ewm :ET F132 DRAINAGE TABLE LATERAL IE CAP SLOPE LENGTH I E [a COLLECTOR GK-1 19.26 0.33% 18 19.20 GK-2 19.26 0.33% 32 19.15 GK-3 19.26 0.33% 45 19.11 GK-4 19.26 0.33% 58 19.07 GK-5 19.26 0.33% 70 19.03 GK-6 19.26 0.33% 82 18.99 GK-7 19.26 0.33% 93 18.95 GK-8 19.26 0.33% 105 18.91 GK-9 19.26 0.33% 115 18.88 GK-10 19.26 0.33% 126 18.84 GK-11 19.26 0.33% 136 18.81 G K-12 19.26 0.33% 1 146 18.78 GK-13 19.26 0.33% 155 18.75 G K-14 19.26 0.33% 164 18.72 G K-15 19.26 0.33% 173 18.69 G K-16 19.26 0.33% 182 18.66 GK-17 19.26 0.33% 190 18.63 GK-18 19.26 0.33% 198 18.61 GK-19 19.26 0.33% 206 18.58 G K-20 19.26 0.33% 213 18.56 GK-21 19.26 0.33% 221 18.53 GK-22 19.26 0.33% 228 18.51 GK-23 19.26 0.33% 234 18.49 GK-24 19.26 0.33% 241 18.46 CATCH BASIN TABLE CATCH BASIN # TYPE RIM INVERTS CB-1 TYPE 1 CATCH 21.00 IE (8" N) 17.64 BASIN IE (8" W) 17.64 CB-2 TYPE 1 CATCH 21.00 IE (8" N) 17.02 BASIN IE (8" E) 16.85 CB-3 TYPE 1 CATCH 21.00 IE (8" E) 17.56 BASIN IE (8" S)16.85 CB-4 TYPE 1 CATCH 21.a0 IE (8" E) 17.68 BASIN IE (8" N) 17.68 CLEANOUT TABLE CLEANOUT# RIM INVERT CO-1 21.50 1 E 17.57 CO-2 21.50 1 E 17.57 CO-3 21.37 1 E 18.93 CO-4 21.37 1 E 18.87 CO-5 21.37 1 E 17.57 CO-6 21.37 1 E 17.57 CO-7 21.50 IE 18.91 CO-8 21.50 IL 18.91 DRAINAGE LEGEND � - END CAP • 4" PERF. CORR. POLY DRAIN TUBING 1 %12" FLAT DRAIN TUBING CPEP SUBSURFACE DRAINAGE COLLECTOR OR STORM DRAIN PIPE =GEERATOR 5 T U D 1 0 TENANT SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER / DEVELOPER UNICO PROPERTIES LLC 1215 FOURTH AVENUE, SUITE 600 SEATTLE, WA 98161 UNICOPROP.COM ARCHITECT GENERATOR STUDIO LLC 1615 BALTIMORE AVE KANSAS CITY, MO 64108 816.333.6527 GENERATORSTUDIO.COM LANDSCAPE ENGINEER D.A. HOGAN & ASSOCIATES, INC. 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 206.285.0400 DAHOGAN.COM STRUCTURAL & CIVIL ENGINEER COUGHLIN PORTER LUNDEEN (CPL) 901 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 206.343.0460 CPLINC.COM MEP ENGINEER HENDERSON ENGINEERS 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 916.663.8700 HENDERSONENGINEERS.COM DEVELOPMENT ENGINEERING Wanders 05/10/2023 ARCHITECT: MICHAEL J. KRESS LICENSE NO. 12779 SEAL SEATTLE SOUNDERSFC HEADQUARTERS & TRAINING CENTER s=0.50% IE 18.30 CIE 17.00 ® 0 ® SLOPE FLOW DIRECTION INVERT ELEVATION COLLECTOR INVERT ELEVATION CATCH BASIN INLET (CBI) TYPE 1 CATCH BASIN INLET (CBI) TYPE 2 CLEANOUT TRENCH DRAIN CATCH BASIN TRENCH DRAIN 19010AKESDALE AVENUE SW RENTON, WA 98057 FIELD CONSTRUCTION ISSUE DATE: 05.01.2023 REV DESCRIPTION DATE PROJECT NO. 21032 DRAWN BY: REF CHK'D BY: EJG SHEET TITLE DRAINAGE PLAN FIELD 1 & GK AREA R-423855 0 30' 60' SCALE: 1" = 30' DA HOGAN 02022 GENERATOR STUDIO LLC 4/4N225:40:59 PM 0 C B A 5 1 4 1 3 1 2 m ASPH EETF131 164 9 " J PC 163 a 10" " PC 162 rn 9„ a PC '- SDx 160 jUx SDx PC 159 10" PC 158 157 -11 NOTE LEGEND DRAINAGE NOTES 1. (INDICATES GENERAL CONSTRUCTION NOTE) SPECIFIC CONSTRUCTION KEYNOTE) T. (INDICATES 1. SUBSURFACE DRAINAGE COLLECTOR PIPE CAN BE INSTALLED PRIOR TO FINAL 7. PROVIDE A SMOOTH, EVEN SUBGRADE AFTER REMOVAL OF THE TRENCH MATERIAL. 14. CONNECTION OF LATERALS TO COLLECTOR DRAINS SHALL BE MADE WITH A COMBINATION ACCEPTANCE OF THE FIELD SUBGRADE. SUBGRADE TO BE COMPACTED TO 95%. LEAVE NO LOOSE MATERIAL ON THE REDUCING TEE AND REDUCING SADDLE TEE. SUBGRADE. 2. COORDINATION: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT THE 15. NO TRUCKS OR EQUIPMENT WILL BE ALLOWED TO DRIVE OVER THE TOP OF THE IRRIGATION PIPING IS INSTALLED AT A SUFFICIENT DEPTH BELOW SUBGRADE BEFORE THE 8. EXCAVATION BELOW INVERT GRADE MUST BE ESTABLISHED TO A DEPTH SO AS TO TRENCHES EXCEPT TRACK -EQUIPPED MACHINERY UTILIZED IN SPREADING IMPORTED TRENCHING FOR THE SUBSURFACE DRAINAGE SYSTEMS TO AVOID CONFLICTS BETWEEN PROVIDE FOR SPECIFIED PLACEMENT OF PEA GRAVEL BEDDING AT BOTTOM OF PIPE SAND (NATURAL TURF) AND BASE AGGREGATE (SYNTHETIC TURF) MATERIALS. SYSTEMS. ELEVATION PRIOR TO LAYING THE PERFORATED PIPE. BACKFILLED TRENCHES ARE TO BE STAKED AND FLAGGED 3' ABOVE GRADE AT 9. NO FOREIGN MATERIAL WILL BE PERMITTED INSIDE, ALONGSIDE, UNDER, OR ON TOP OF MAXIMUM 30' SPACING FOR IDENTITY. 3. TRENCHING FOR THE SUBSURFACE DRAINAGE LATERALS SHALL NOT PROCEED UNTIL THE THE PERFORATED DRAIN PIPE. IRRIGATION SYSTEM PIPING HAS BEEN BACKFILLED AND COMPACTED AND THE FIELD 16. COORDINATE SUBSURFACE DRAINAGE COLLECTOR LOCATION TO AVOID FENCE POST SUBGRADE IS APPROVED BY ENGINEER. 10. THE BACKFILL FOR ALL PERFORATED PIPE SHALL BE CLEAN WASHED PEA GRAVEL. LOCATIONS. REFER TO THE SPECIFICATIONS FOR THE GRADATION REQUIREMENTS. 4. TRENCH EXCAVATION SHALL BE MADE TO THE ALIGNMENT, ELEVATION, GRADE AND SLOPE AS INDICATED ON THE DRAWINGS. TRENCHING SHALL BE ACCOMPLISHED UTILIZING 11. ALL TRENCHES TO HAVE BACKFILL MATERIAL "CROWNED" A MINIMUM OF 2" ABOVE EQUIPMENT WITH SLOPE AND DEPTH CONTROL, SUCH AS "LASER PLANE CONTROL SUBGRADE TO PROTECT FROM FOREIGN MATERIAL AND PROVIDE FOR EASE OF LOCATION SYSTEM", SO AS TO ENSURE ACCURACY IN THE BOTTOM OF THE TRENCH. IDENTIFICATION. CROWNS WITH FOREIGN MATERIAL CONTAMINATION SHALL BE REMOVED PRIOR TO PLACEMENT OF BASE SAND (NATURAL TURF) OR BASE AGGREGATE. 5. NO HIGH POINTS ABOVE DESIGNATED INVERT OR CALCULATED TRENCH BOTTOM ELEVATION WILL BE PERMITTED. NO SLOUGHING OF SITE MATERIAL OR LOOSE 12. DURING PLACEMENT OF SPECIFIED TRENCH BACKFILL, PIPE MUST BE HELD IN PLACE TO EXCAVATED SOIL WILL BE PERMITTED TO REMAIN IN THE TRENCHES. PREVENT DISPLACEMENT AND PROVIDE FOR ACHIEVING SPECIFIED INVERT ELEVATION. DO NOT DAMAGE PIPE OR ALLOW PIPE TO BE DISPLACED BY PLACEMENT OF BACKFILL 6. SURPLUS EXCAVATED SOIL SHALL BE REMOVED FROM THE FIELD AREA PRIOR TO MATERIAL. COMMENCING ON THE NEXT ADJACENT TRENCH, EXCAVATED MATERIAL MAY NOT REMAIN ON SUBGRADE. 13, CAP THE ENDS OF ALL LATERAL RUNS. ALL OPEN ENDS DURING CONSTRUCTION ARE TO BE TEMPORARILY CAPPED OR PLUGGED. DRAINAGE TABLE LATERAL LENGTH TYPE F3-El 10 FLAT DRAIN, SLOPE WITH SUBGRADE F3-E2 18 FLAT DRAIN, SLOPE WITH SUBGRADE F3-E3 27 FLAT DRAIN, SLOPE WITH SUBGRADE F3-E4 34 FLAT DRAIN, SLOPE WITH SUBGRADE F3-E5 41 FLAT DRAIN, SLOPE WITH SUBGRADE F3-E6 47 FLAT DRAIN, SLOPE WITH SUBGRADE F3-E7 52 FLAT DRAIN, SLOPE WITH SUBGRADE F3-E8 57 FLAT DRAIN, SLOPE WITH SUBGRADE F3-E9 60 FLAT DRAIN, SLOPE WITH SUBGRADE F3-E10 63 FLAT DRAIN, SLOPE WITH SUBGRADE F3-Ell 65 FLAT DRAIN, SLOPE WITH SUBGRADE F3-E12 65 FLAT DRAIN, SLOPE WITH SUBGRADE F3-E13 65 FLAT DRAIN, SLOPE WITH SUBGRADE F3-E14 65 FLAT DRAIN, SLOPE WITH SUBGRADE F3-E15 65 FLAT DRAIN, SLOPE WITH SUBGRADE F3-E16 65 FLAT DRAIN, SLOPE WITH SUBGRADE F3-E17 65 FLAT DRAIN, SLOPE WITH SUBGRADE F3-E18 49 FLAT DRAIN, SLOPE WITH SUBGRADE F3-Cl 14 FLAT DRAIN, SLOPE WITH SUBGRADE F3-C2 44 FLAT DRAIN, SLOPE WITH SUBGRADE F3-C3 74 FLAT DRAIN, SLOPE WITH SUBGRADE F3-C4 104 FLAT DRAIN, SLOPE WITH SUBGRADE F3-C19 108 FLAT DRAIN, SLOPE WITH SUBGRADE F3-C20 78 FLAT DRAIN, SLOPE WITH SUBGRADE F3-C21 50 FLAT DRAIN, SLOPE WITH SUBGRADE F3-C22 20 FLAT DRAIN, SLOPE WITH SUBGRADE F3-W1 11 FLAT DRAIN, SLOPE WITH SUBGRADE F3-W2 42 FLAT DRAIN, SLOPE WITH SUBGRADE F3-W3 72 FLAT DRAIN, SLOPE WITH SUBGRADE F3-W4 102 FLAT DRAIN, SLOPE WITH SUBGRADE F3-W20 80 FLAT DRAIN, SLOPE WITH SUBGRADE F3-W21 50 FLAT DRAIN, SLOPE WITH SUBGRADE F3-W22 20 FLAT DRAIN, SLOPE WITH SUBGRADE CATCH BASIN TABLE CATCH BASIN # TYPE RIM INVERTS CB-1 TYPE 1 CATCH 21.00 1 E (8" N ) 17.64 BASIN IE (8" W) 17.64 CB-2 TYPE 1 CATCH 21.00 1 E (8" N ) 17.02 BASIN IE (8" E) 16.85 CB-3 TYPE 1 CATCH 21.00 IE (8" E) 17.56 BASIN IE (8" S) 16.85 CB-4 TYPE 1 CATCH 21.00 IE (8" E) 17.68 BASIN IE (8" N) 17.68 CLEANOUT TABLE CLEANOUT# RIM INVERT CO-1 21.50 1 E 17.57 CO-2 21.50 1 E 17.57 CO-3 21.37 1 E 18.93 CO-4 21.37 1 E 18.87 CO-5 21.37 1 E 17.57 CO-6 21.37 1 E 17.57 CO-7 21.50 IL 18.91 CO-8 21.50 1 E 18.91 DRAINAGE LEGEND =GEERATOR 5 T U D 1 0 TENANT SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER / DEVELOPER UNICO PROPERTIES LLC 1215 FOURTH AVENUE, SUITE 600 SEATTLE, WA 98161 UNICOPROP.COM ARCHITECT GENERATOR STUDIO LLC 1615 BALTIMORE AVE KANSAS CITY, MO 64108 816.333.6527 GENERATORSTUDIO.COM LANDSCAPE ENGINEER D.A. HOGAN & ASSOCIATES, INC. 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 206.285.0400 DAHOGAN.COM STRUCTURAL & CIVIL ENGINEER COUGHLIN PORTER LUNDEEN (CPL) 901 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 206.343.0460 CPLINC.COM MEP ENGINEER HENDERSON ENGINEERS 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 916.663.8700 HENDERSONENGINEERS.COM DEVELOPMENT ENGINEERING Wanders 05/10/2023 ul ARCHITECT: MICHAEL J. KRESS LICENSE NO. 12779 SEAL SEATTLE SOUNDERSFC HEADQUARTERS & TRAINING CENTER - END CAP • 4" PERF. CORR. POLY DRAIN TUBING 1901 OAKESDALEAVENUE SW 1 "x12" FLAT DRAIN TUBING RENTON, WA 98057 CPEP SUBSURFACE DRAINAGE COLLECTOR OR STORM DRAIN PIPE S=0.33% IE 18.30 CIE 17.00 ® o ® SLOPE FLOW DIRECTION INVERT ELEVATION COLLECTOR INVERT ELEVATION CATCH BASIN INLET (CBI) TYPE 1 CATCH BASIN INLET (CBI) TYPE 2 CLEANOUT TRENCH DRAIN CATCH BASIN TRENCH DRAIN FIELD CONSTRUCTION ISSUE DATE: 05.01.2023 REV DESCRIPTION DATE PROJECT NO. 21032 DRAWN BY: REF CHK'D BY: EJG SHEET TITLE DRAINAGE PLAN FIELDS 2 &3 R-423866 O 30' 60' F 2 SCALE: 1" - 30' DA HOGAN ►•C ■ U 2VG1 GENERA I OK S I UUIU LLC 4/4N22 5:40:59 PM 61 4 3 1 2 0 WATER I 0 X WETLAND FLAG ARE l o a A TV6,-_4:-_7 B A kiiiiIATMCHLINE SEE SHEET F132 _i s -= 1%l��7®Q�3■■■\1i�■1�■■i■■i■■I�iA■y�i�!■�■lG'�■�l■■■i.�■■�i■■I �, - \ '�� ,� %i��■i�■�■i■■■ �� %ll�':�■��■■��:■�■\`�■■i��. r I�l1'�■`�■f(d€��1��►�ii�� ` 1%I\�,�-■i►��___■��]■' , ,, , �,, �; OR I - ; - �I►��► - _/i��Ci�■i�,5i_�ii�■■�i'��9■i�■i�i��iii�3■i:■'►ii■�5�!■i!■I'�■■i��iiiii■i�■i :::. '� �i�■��tiaaa�.aa■■�■■�!■��■��a■��■a■aaaa�■�ai��i��■I�I�i■�� 1%I■�!��l��,�._ • 1%I'!i�r„��ai_�J■R��M��■� •' ;� '�%I��Si�■C��lill�GlS�i__�!I■ ��- r 1%I�y�■1�C�[\If._�■■�■■�!■��•'■■�C■■�C�1�■2`�1■�■■ � �1%��■1��1■1��■■I�■■I�■■��1■�lS�■■��■■fir■�■■�_ r Sys � �/I�S�■ � .I. 1%`�i i_ L �- G - = - • _ � ` ` , j G. L_. u_ - L_i - - ---AEL- i -- . __ � �' will s ,- �, ,, ]LIE ■Ir■ � ■ ■ _ _, .. _ ;. i !� . � ■■a■■�a��i�■■�■■■■■■cam■�c■I��c�■■�c■■Ic � :�■�■■■i■■�■� la■■�■pia ��s�a��_ ■■■■■■■■■■■�■■��■■■�■■ - ,. � . �� , • , ., !�■�l�i�!�1■�7■ice\■\i , .I, -- i■�■■■t■■■■I - - i��\ice!■��■II��l��3l�i■ �■■�■I�G�■[�■■■1 r �'��■�.r�_._■i�.��■��I■��f�0� ��■■�-�_lTfl��■■IZI� �■\�.��!1�;,,, ��3►-t�lii�!��d■li�i'�._�__�i1•. ■L�'�_.'�'_■I�i�■■�■■� l9`01ml R■a10mfr . yaa 9\��:�.�i��■�!l1��li�!■��■ �■��I■I�c��■ � Il1 -- DIVA■\ -,�\■�\ii��ii�\i�■.1i�.1■�i��i�■r(c�■■�■�ii�■■:�1R��1■I�.�; .. \�:Ei:0y\■E�!�[111\�J.�■■��■� .�!■■��■I�.�._■K.•_ OR�I 11190E■oIIIIrG? _II -lam■! ��1�■1■��■�i■■��_`��i'�� ■�Ci�i _ ! ■i _i■a■■lao�L lei ri2aA�ic ■1� �� 11 ■�11�■��■��1��1�■ y■■I �■► ■ ' ■ •- �■i�� IIA II .,�i■!��■■�■1�.�61■■�I!■■■�■�■ _ ■■��tl\■may■�� ■1�!I�I■■�i■■.:4i� __ ' _-.�ili■�:■I!_��■G��■!��_mammummmomm i�■■■■■■�� !��1�L ,'�.1��z�li� ��i�►��i1l�i��■��■■� .��■[��i�ll��■■■■ __ _ _: i�iS :•-■■ _ �'ia.�'i[��■�i�■f ■■�■■■!■�■IF1:■■ill IJMa■■ N� - _ice _ ■■■■ ■■ ■1� ■� ■■■■■■ - _ . '�`■mm■m■■ot :. _ ., �i�i■■�■■1i■idly■�■!�C■ .�:�'.��■l�a�ie�. _�_!■ate. �..��.�.;� .��wr�iw�r�i��►�i��"i■��i�D�iii�a�1 All - - •• VA LLQ � rA ra�'■_��iw�l=�a��ii��i■iLI 10 *��.00 LIE Ripm.-I'mman • _dm- - cGG21.'l j'GRAVEL ' t I � \ S� �\ �/L4" CORRUGATED \\ \ \II I /P_L TIC PIPE / l DRAINAGE NOTES ----�---T --- - - - - - - - - - - - - - - - - --------��_ \z----- -_ _--`------------ L T-\ �4j 1. SUBSURFACE DRAINAGE COLLECTOR PIPE CAN BE INSTALLED PRIOR TO FINAL 7. PROVIDE A SMOOTH, EVEN SUBGRADE AFTER REMOVAL OF THE TRENCH MATERIAL. ACCEPTANCE OF THE FIELD SUBGRADE. SUBGRADE TO BE COMPACTED TO 95%. LEAVE NO LOOSE MATERIAL ON THE SUBGRADE. 2. COORDINATION: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT THE IRRIGATION PIPING IS INSTALLED AT A SUFFICIENT DEPTH BELOW SUBGRADE BEFORE THE 8. EXCAVATION BELOW INVERT GRADE MUST BE ESTABLISHED TO A DEPTH SO AS TO TRENCHING FOR THE SUBSURFACE DRAINAGE SYSTEMS TO AVOID CONFLICTS BETWEEN PROVIDE FOR SPECIFIED PLACEMENT OF PEA GRAVEL BEDDING AT BOTTOM OF PIPE SYSTEMS. ELEVATION PRIOR TO LAYING THE PERFORATED PIPE. 9. NO FOREIGN MATERIAL WILL BE PERMITTED INSIDE, ALONGSIDE, UNDER, OR ON TOP OF 3. TRENCHING FOR THE SUBSURFACE DRAINAGE LATERALS SHALL NOT PROCEED UNTIL THE THE PERFORATED DRAIN PIPE. IRRIGATION SYSTEM PIPING HAS BEEN BACKFILLED AND COMPACTED AND THE FIELD SUBGRADE IS APPROVED BY ENGINEER. 10, THE BACKFILL FOR ALL PERFORATED PIPE SHALL BE CLEAN WASHED PEA GRAVEL. REFER TO THE SPECIFICATIONS FOR THE GRADATION REQUIREMENTS. 4. TRENCH EXCAVATION SHALL BE MADE TO THE ALIGNMENT, ELEVATION, GRADE AND SLOPE AS INDICATED ON THE DRAWINGS. TRENCHING SHALL BE ACCOMPLISHED UTILIZING 11. ALL TRENCHES TO HAVE BACKFILL MATERIAL "CROWNED" A MINIMUM OF 2" ABOVE EQUIPMENT WITH SLOPE AND DEPTH CONTROL, SUCH AS "LASER PLANE CONTROL SUBGRADE TO PROTECT FROM FOREIGN MATERIAL AND PROVIDE FOR EASE OF LOCATION SYSTEM", SO AS TO ENSURE ACCURACY IN THE BOTTOM OF THE TRENCH. IDENTIFICATION. CROWNS WITH FOREIGN MATERIAL CONTAMINATION SHALL BE REMOVED PRIOR TO PLACEMENT OF BASE SAND (NATURAL TURF) OR BASE AGGREGATE. 5. NO HIGH POINTS ABOVE DESIGNATED INVERT OR CALCULATED TRENCH BOTTOM ELEVATION WILL BE PERMITTED. NO SLOUGHING OF SITE MATERIAL OR LOOSE 12. DURING PLACEMENT OF SPECIFIED TRENCH BACKFILL, PIPE MUST BE HELD IN PLACE TO EXCAVATED SOIL WILL BE PERMITTED TO REMAIN IN THE TRENCHES. PREVENT DISPLACEMENT AND PROVIDE FOR ACHIEVING SPECIFIED INVERT ELEVATION. DO NOT DAMAGE PIPE OR ALLOW PIPE TO BE DISPLACED BY PLACEMENT OF BACKFILL 6. SURPLUS EXCAVATED SOIL SHALL BE REMOVED FROM THE FIELD AREA PRIOR TO MATERIAL. COMMENCING ON THE NEXT ADJACENT TRENCH. EXCAVATED MATERIAL MAY NOT REMAIN ON SUBGRADE. 13. CAP THE ENDS OF ALL LATERAL RUNS. ALL OPEN ENDS DURING CONSTRUCTION ARE TO BE TEMPORARILY CAPPED OR PLUGGED. 14 I �n NOTE LEGEND 1. (INDICATES GENERAL CONSTRUCTION NOTE) (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) 14. CONNECTION OF LATERALS TO COLLECTOR DRAINS SHALL BE MADE WITH A COMBINATION REDUCING TEE AND REDUCING SADDLE TEE. 15. NO TRUCKS OR EQUIPMENT WILL BE ALLOWED TO DRIVE OVER THE TOP OF THE TRENCHES EXCEPT TRACK -EQUIPPED MACHINERY UTILIZED IN SPREADING IMPORTED SAND (NATURAL TURF) AND BASE AGGREGATE (SYNTHETIC TURF) MATERIALS. BACKFILLED TRENCHES ARE TO BE STAKED AND FLAGGED 3' ABOVE GRADE AT MAXIMUM 30' SPACING FOR IDENTITY. 16. COORDINATE SUBSURFACE DRAINAGE COLLECTOR LOCATION TO AVOID FENCE POST LOCATIONS. DRAINAGE TABLE LATERAL LENGTH TYPE F4-N1 28 FLAT DRAIN, SLOPE WITH SUBGRADE F4-N2 58 FLAT DRAIN, SLOPE WITH SUBGRADE F4-N3 88 FLAT DRAIN, SLOPE WITH SUBGRADE F4-N4 118 FLAT DRAIN, SLOPE WITH SUBGRADE F4-N19 135 FLAT DRAIN, SLOPE WITH SUBGRADE F4-N20 15 FLAT DRAIN, SLOPE WITH SUBGRADE F4-N21 77 FLAT DRAIN, SLOPE WITH SUBGRADE F4-N22 47 FLAT DRAIN, SLOPE WITH SUBGRADE F4-N23 17 FLAT DRAIN, SLOPE WITH SUBGRADE F4-N24 26 FLAT DRAIN, SLOPE WITH SUBGRADE F4-S1 25 FLAT DRAIN, SLOPE WITH SUBGRADE F4-S2 55 FLAT DRAIN, SLOPE WITH SUBGRADE F4-S3 86 FLAT DRAIN, SLOPE WITH SUBGRADE F4-S4 116 FLAT DRAIN, SLOPE WITH SUBGRADE F4-S20 76 FLAT DRAIN, SLOPE WITH SUBGRADE F4-S21 77 FLAT DRAIN, SLOPE WITH SUBGRADE F4-S22 47 FLAT DRAIN, SLOPE WITH SUBGRADE F4-S23 17 FLAT DRAIN, SLOPE WITH SUBGRADE CATCH BASIN TABLE CATCH BASIN # TYPE RIM INVERTS CB-1 TYPE 1 CATCH 21.00 1 E (8" N) 17.64 BASIN I (8" W) 17.64 CB-2 TYPE 1 CATCH 21.00 1 E (8" N) 17.02 BASIN I (8" E) 16.85 CB-3 TYPE 1 CATCH 21.00 IE (8" E) 17.56 BASIN I (8" S) 16.85 CB-4 TYPE 1 CATCH 21.00 IE (8" E) 17.68 BASIN I (8" N) 17.68 CLEANOUT TABLE CLEANOUT# RIM INVERT CO-1 21.50 1 E 17.57 CO-2 21.50 1 E 17.57 CO-3 21.37 1 E 18.93 CO-4 21.37 1 E 18.87 CO-5 21.37 1 E 17.57 CO-6 21.37 1 E 17.57 CO-7 21.50 IL 18.91 CO-8 21.50 IL 19.91 DRAINAGE LEGEND E - END CAP - _ 4" PERF. CORR, POLY DRAIN TUBING 1 "x12" FLAT DRAIN TUBING CPEP SUBSURFACE DRAINAGE COLLECTOR OR STORM DRAIN PIPE S=0.50% SLOPE FLOW DIRECTION I 414.30 INVERT ELEVATION CIE 413.00 COLLECTOR INVERT ELEVATION CATCH BASIN INLET (CBI) TYPE 1 ® CATCH BASIN INLET (CBI) TYPE 2 o CLEANOUT ® TRENCH DRAIN CATCH BASIN TRENCH DRAIN GENERATOR STUD10 TENANT SEATTLE SOUNDERS FO 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER / DEVELOPER UNICO PROPERTIES LLC 1215 FOURTH AVENUE, SUITE 600 SEATTLE, WA 98161 UNICOPROP.COM ARCHITECT GENERATOR STUDIO LLC 1615 BALTIMORE AVE KANSAS CITY, MO 64108 816.333.6527 GENERATORSTUDIO.COM LANDSCAPE ENGINEER D.A. HOGAN & ASSOCIATES, INC. 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 206.285.0400 DAHOGAN.COM STRUCTURAL & CIVIL ENGINEER COUGHLIN PORTER LUNDEEN (CPL) 901 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 206.343.0460 CPLINC.COM MEP ENGINEER HENDERSON ENGINEERS 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 916.663.8700 HENDERSONENGINEERS.COM DEVELOPMENT ENGINEERING Wanders 05/10/2023 ARCHITECT: MICHAEL J. KRESS LICENSE NO. 12779 SEAL SEATTLE SOUNDERSFC HEADQUARTERS & TRAINING CENTER 1901 OAKESDALE AVENUE SW RENTON, WA 98057 FIELD CONSTRUCTION ISSUE DATE: 05.01.2023 REV DESCRIPTION DATE PROJECT NO. 21032 DRAWN BY: REF CHK'D BY: EJG SHEET TITLE DRAINAGE PLAN FIELD 4 R-423867 0 30' 60' SCALE: 1" - 30' DA HOGAN 02022 GENERATOR STUDIO LLC 4/4N225:40:59 PM 5 1 4 1 3 1 2 0 C B A i i / o — — — — — — — — — 1— — 1 — El, — - - // 9 g 49.00' ( I 3" MAIN I I�c nn _ ____ _sox 4- (TYP.)�.—. TYP. \ �° 50.00' BALL VALVE �� ME� _ I I ) ;I co Na 1 II I� ��l � —�I� — —� �� 3 Qcv-� 'III a / Z04E Zi BALL VALVE 1 • I I \ 5a��1 F231 QUI K �URLIN •I z / ASPHgo /A Q ILT / T ( —� I I Vl�LV oco N --- --------- I I I L OT LOCATE — \ I �Q / / / I / V ZON 17 s \ ) ---- 1 1 / W D S ON POLE 1 / --- 42=0 SE IN -PR UND 4� — .// i — REEL / / I 3"MAINLINE 1 _AK pm� MOLL I _ — — _ — MATCHLINE SEE SHEET F142 — — — — — — — — — — — — — FZONE 33 k I MATCH LINE SEE SHEET F142 �'�I ZON E z7 IRRIGATION LEGEND --• •-- SCH 40 PVC IRRIGATION MAIN LINE - SCH 40 PVC PIPE (LATERAL) I � POINT OF CONNECTION: TO INCLUDE RPBA (WALL sox sox MOUNT), STRAINER AND BOOSTER PUMP GATE VALVE AND BOX I BUILDING v THRUST BLOCK QUICK COUPLER VALVE .7' REMOTE CONTROL VALVE 360• OPPOSING NOZZLE ROTARY POP UP SPRINKLER, 70 PSI. 60' RADIUS, 16.6 GPM HUNTER 1-40-06-SS-ON-18 ADJUSTABLE ROTARY POP UP SPRINKLER, 70 PSI. 57' RADIUS, 16.6 GPM HUNTER 1-40-06-SS-15 .8 ADJUSTABLE ROTARY POP UP SPRINKLER, 70 PSI. 57' RADIUS, 16.6 GPM ® HUNTER 1-40-06-SS-15 ING IN -GROUND HOSE REEL 101 ® CAM -LOCK HOSE CONNECTION _ HUNTER ACC2 AUTOMATIC CONTROLLER AHV VAULT WITH QUICK COUPLING VALVE AND HEAD BIDDER DESIGNED TEMPORARY �® _ RESTORATION IRRIGATION, 100% BUILD COVERAGE. REFER TO IRRIGATION DETAILS. - 25—l' 59,752 ' — SN (1] RRIGATIOIV NOTES NOTE LEGEND 1. (INDICATES GENERAL CONSTRUCTION NOTE) T. (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) 1. REFER TO CIVIL AND MECHANICAL PLANS FOR IRRIGATION SUPPLY. CONTRACTOR SHALL 9. CONTRACTOR SHALL LABEL REMOTE CONTROL VALVES IN SEQUENCE WITH STATION NUMBERS. VERIFY PRESSURE PRIOR TO BEGINNING WORK. CONTACT OWNER IMMEDIATELY SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAY. 10. CONTRACTOR SHALL REFER TO DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE A MINIMUM OF 48 HOURS 11, FIELD LOCATE THE EXISTING IRRIGATION SUPPLY LINE AND CORRESPONDING CONTROL WIRES PRIOR TO START OF ANY IRRIGATION WORK. AT THE FIELD EDGE. CONFIRM LOCATION AND NUMBER OF CONTROL WIRES PRIOR TO INSTALLATION OF THE NEW IRRIGATION SYSTEM. 3. CONTROL WIRES SHALL BE 14 GAUGE (RED). SEPARATE WIRES SHALL RUN FROM THE CONTROLLER TO EACH VALVE. COMMON GROUND WIRES SHALL BE 12 GAUGE (WHITE). ALL 12. CONNECT TO EXISTING IRRIGATION CONTROL WIRE WITH APPROVED WATER -PROOF SPLICES IN CONTROL WIRES LEADING FROM VALVES TO CONTROLLER MUST BE LOOPED UP A MINIMUM BOX. SET SPLICE BOX FLUSH WITH FINISH GRADE ADJACENT TO THE FIELD EDGE. OF THREE FEET (3') INTO EVERY VALVE BOX INTERCEPTED ON THE WAY TO THE CONTROLLER. 13. PROVIDE CONCRETE THRUST BLOCKING AT ALL NEW IRRIGATION MAIN LINE TEES AND BENDS. 4. IRRIGATION SYSTEM DESIGN IS DIAGRAMMATIC. WHERE PIPING, VALVES, QUICK COUPLERS, 14. SET IRRIGATION REMOTE CONTROL VALVE VAULTS AND BOXES FLUSH WITH THE ADJACENT ETC. ARE SHOWN OUTSIDE PLANTING AREAS, OR LIMIT OF WORK; INTENT IS FOR PIPING, SURFACES. VAULTS SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THE FIELD EDGE. VALVES, ETC., TO BE INSTALLED WITHIN TURF OR PLAYABLE AREA. INDICATE EXACT LOCATIONS OF IRRIGATION EQUIPMENT ON RECORD DRAWING. 15. PART CIRCLE SPRINKLERS HEADS SHALL BE LOCATED 1 INCH MINIMUM AND 3 INCHES MAXIMUM FROM THE FIELD EDGE. 5. CONTRACTOR SHALL PROGRAM CONTROLLER TO INSURE PROPER IRRIGATION APPLICATION BASED ON PLANT TYPE, SLOPE, EXPOSURE, SOIL TYPE AND SEASON. 16. FURNISH AND INSTALL SPRINKLER HEAD AS REQUIRED TO WATER SETTLE ROOT ZONE SAND PRIOR TO SOD INSTALLATION. THE SPRINKLER HEADS SHALL BE INSTALLED 1 /2 INCH ABOVE 6. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE AND EFFECTIVE COVERAGE OF ALL THE ROOT ZONE ELEVATION TO ALLOW FOR THE HEADS TO BE 1 /2 INCH BELOW THE FINISH PLANTED AREAS BY BALANCING EACH SYSTEM FOR OPTIMUM COVERAGE AND ADJUSTING EACH GRADE OF THE SOD (SOD DEPTH WILL BE 1 INCH). ARC, RADIUS AND NOZZLE TO ENSURE HEAD TO HEAD COVERAGE AS DIRECTED ON SITE BY OWNER'S REPRESENTATIVE. 17. ALIGNMENT OF FULL CIRCLE HEADS SHALL NOT VARY MORE THAN 3 INCHES. 7. CONTRACTOR SHALL ADJUST IRRIGATION HEADS FOR OPTIMUM COVERAGE WHILE REDUCING OVER SPRAY ONTO WALKWAYS AND ADJACENT STRUCTURES. VALVES SHALL BE ADJUSTED TO AVOID MISTING AS APPLICABLE. CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS TO HEAD CURRENT PLANNING u JDing 05/10/2023 LOCATIONS IN FIELD AS NECESSARY ONLY WITH THE APPROVAL OF THE OWNERS REPRESENTATIVE. 8. CONTRACTOR TO PROVIDE A FULL SET OF NOZZLES FOR EACH ROTOR TO THE OWNER. 0 30' 60' NORTH SCALE:1"- 30' GENERATOR sTUD10 TENANT SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER / DEVELOPER UNICO PROPERTIES LLC 1215 FOURTH AVENUE, SUITE 600 SEATTLE, WA 98161 UNICOPROP.COM ARCHITECT GENERATOR STUDIO LLC 1615 BALTIMORE AVE KANSAS CITY, MO 64108 816.333.6527 GENERATORSTUDIO.COM LANDSCAPE ENGINEER D.A. HOGAN & ASSOCIATES, INC. 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 206.285.0400 DAHOGAN.COM STRUCTURAL & CIVIL ENGINEER COUGHLIN PORTER LUNDEEN (CPL) 901 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 206.343.0460 CPLINC.COM MEP ENGINEER HENDERSON ENGINEERS 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 916.663.8700 HENDERSONENGINEERS.COM DEVELOPMENT ENGINEERING Wanders 05/10/2023 ul ARCHITECT: MICHAEL J. KRESS LICENSE NO. 12779 SEAL SEATTLE SOUNDERSFC HEADQUARTERS & TRAINING CENTER 1901 OAKESDALE AVENUE SW RENTON, WA 98057 FIELD CONSTRUCTION ISSUE DATE: 05.01.2023 REV DESCRIPTION DATE PROJECT NO. 21032 DRAWN BY: REF CHK'D BY: EJG SHEET TITLE IRRIGATION PLAN FIELD 1 & GK AREA R-423868 F 141 DA HOGAN 02VG1 ist NtRA10K SIUM LLC 4/4N225:40:59 PM 67 4 3 2 0 C B A i �4ri►il w-- , `i. - .r�� — '� MAINLINE 7 �r�iil� s�� ■�; E%�'�m '� I, i I t-1 �!_� ' it — �i�ii�_ WI �1 �1��_ �1 �T T• \ — — — — is - -- •--- I� T ram: _ T_ _ _r7 T r� _ _ — — — — — — — •- — •• Iri _�.■■rill; .�I■■r/'�� ■� IlV'�i MIS,►„► Immh ��.■„/ I:I V71 /�I.flll/ ��...■.,, �► . �'A::��; �'lo;Hit ire ,I'I �.. .��:'!1�,■�Iri■■■■I�■■iMEN 1��.1 -'►_�NO�\�lta��lir7�ll��l►1��\7��1��L��L�7�� ,�;�■■■■■��,■■■d■�� :MMMMhN t �.■■■.�■■■►��_ li`■■■■d■■m■ ■■■■■■■■I _I 4 �■mMMMM■.■ I■Ili MmmMMMMNM limmum::::: �mM:MMMMMM:► EL�I■■■■It■■■■■\ _ �.....■.......■._1��, __.■■■■■■■■■■.....�.I_, _..■..,,...........►�,��..� : �■u■■■■■■■■■■■■�I��r; : �■■■■■.�■■■■■..■��\ — — - — � I I II ,a I �. �I L '`, ------ ---- ---- -- -- — e ' III , u�G, F1 �I.. , 5. �I , , - � - �! �1�� ( „ � _• - . �,®,fir -^\ ■1 _I I - -' ■ � � , `. r _ n, r WINE I ■' • I- - = ''. _ _ PC --. - 8 � '�..� �.�7 � e�.� �I� I��..IIi�1. �� . � �. ■ � �.. �. � -: - . • -.REEL . ► . - • - _ . _� .. .� .. I 12N .I ,• `J �. .. � ,•?Irus 1, �..�■ail■■ei■I��., ■■■■■RI�I■�■■�■■■■■1�\■�■,AIL: I I r I�■�e�■��■I� �! i■�■��iQ�■■��li�lii!ilhlii_ r ■ ��I■�'■■■I11 1 �I� ,� �.�_� - I I •I _ —____ . _ \■d■■�■Ile■■■■■■IlQi■■■■■'�■■�l�l■�l,■■,1! \Ili■■Qi■■II■■ , . II■ ■�■�■ ■■ ■,�M ■■I►1I■.,�i'i■■■■■■��.!I�A■■■■N ■ it■I■,■ ■ ■ ■ ■ ■,I■ II , I I• � I \■■■■■■i�■il-■■e��■�!�■■��?�■I■■■■■■�■�l■■■�I \ ■�iMEN i..��i■,Ili.iii■►�, MEN ■ III•, ��,Aiill�lM■L ME isI al � '^ .�� ;, ., ,► i : , \IMEN �■,■■,ti\.�■■■■i■■1�■fly■■■■■■A■■■��11�;1��1111, f ■ la :\\� I • i \h,i�`IGmom I■■■■■■■I■■■e■■■a■■■■■■■■■I■■■■;;f■� w■■l�■■1'■rl■■■■�>i■EI11 �i/■I�1�■■i■■i■■Iri��,■■`l�■\l■��`i��■Eff11lI `■,d■■�I■■I�iIT11■ID/I�!■w■■ 011� MCIl�i�llll! ��i��! _ � �..� .. .. .. .. \I \ `I \I - - - = ,.� -�� o' � . r � `'■L'I■■■yC ■I��!■■!■rinimm ■�7■11■■■�►�lil■■e■■�NOR ::a■■■■■■ail■■■i� `■e■■■d■■I�G�I'i�l•Ji■itl�►.��.�i■■■■■�■■�1i■i�MEN \■��■■�1■■■■■■■■■i'i■�■!■ail■■\■■\a■ ill■■■I11 mum ■�I�I►��,'�►��■■�■��II�■�■■�� `■■a■■d■■ MEN ■■■i■■■■H■m■■■■� ��1■■■■II \■■■■ill■■■■■■I■■■li■■■■�■■L11�■■ � ■ill■■■Il \,ll■■■■■Id■■I'1■■Ill■■■11SI�i'ii■■■t1■■�►�-'.�■ ;■■I�l _. I � �i■�Ir��■ ■■�■0-■-■'��■■�� I �RI I�■� - ZONE 26 4__ r � r r r r r • r . 11UPLING�IIr - :. -, __ - NINE ME �■a■■■■■■■■d■■di■�I■■■■■e■■a■■■■■lily MEN 100,■■■■■0. 1■■■■I■►1■e1■;■■■■111111■■■■■■■■■ICI 'V, \MIN ■ a � ■ � ■ ��..w 1 MIN MINNINIO ■ � � ■ ■ �' �.�..Il�.lillll�.. �L. � ,,��`.IBC■■■■■01■■■■�l�ll■■�1i\�■i�■■■■�1■■■■■■Id oil vr� J•�9r%i7't9ii r Yr.�. . r � � r �� . IrJhf�� r �■ �r'�,, lii� u l■I��■�i r r. ��I�►�■ �G� — ■ � �i��■ ii�_ �>•�■■■■ �.v\ i \ ■ ■N = � i�il!■ ,■. L�'i -,I ' 1■■��I■ ■IIl, �� .►. , '■��■II'l1■■■■'■�i��a■■�i��■■i��'�■■■■■III 164%�I . ,,..:�.��,.��■:�_ ��■ ■��.�.��.��N�._�■..��..�■.►. �_ ,._ � MIN �r■�r-r%r...rrr r'i��?■'�r5rr3� �•:r�_�9��1:+.__'� � AI zti • 1 • 1 I \ _r \ \-_ � �� ■aiit_s..r-r.,'s■__•_-_•■_ ,,I `li ci, iw\7lAl; LS� -- - -- - �i► IpEm ME ME 0 157 _ M�JE SEE SHEET F143ins! _ IRRIGATION NOTES 1. REFER TO CIVIL AND MECHANICAL PLANS FOR IRRIGATION SUPPLY. CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO BEGINNING WORK. CONTACT OWNER IMMEDIATELY SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAY. 2. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE A MINIMUM OF 48 HOURS PRIOR TO START OF ANY IRRIGATION WORK, 3. CONTROL WIRES SHALL BE 14 GAUGE (RED). SEPARATE WIRES SHALL RUN FROM THE CONTROLLER TO EACH VALVE. COMMON GROUND WIRES SHALL BE 12 GAUGE (WHITE). ALL CONTROL WIRES LEADING FROM VALVES TO CONTROLLER MUST BE LOOPED UP A MINIMUM OF THREE FEET (3') INTO EVERY VALVE BOX INTERCEPTED ON THE WAY TO THE CONTROLLER. 4. IRRIGATION SYSTEM DESIGN IS DIAGRAMMATIC. WHERE PIPING, VALVES, QUICK COUPLERS, ETC. ARE SHOWN OUTSIDE PLANTING AREAS, OR LIMIT OF WORK; INTENT IS FOR PIPING, VALVES, ETC., TO BE INSTALLED WITHIN TURF OR PLAYABLE AREA. INDICATE EXACT LOCATIONS OF IRRIGATION EQUIPMENT ON RECORD DRAWING. 5. CONTRACTOR SHALL PROGRAM CONTROLLER TO INSURE PROPER IRRIGATION APPLICATION BASED ON PLANT TYPE, SLOPE, EXPOSURE, SOIL TYPE AND SEASON. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE AND EFFECTIVE COVERAGE OF ALL PLANTED AREAS BY BALANCING EACH SYSTEM FOR OPTIMUM COVERAGE AND ADJUSTING EACH ARC, RADIUS AND NOZZLE TO ENSURE HEAD TO HEAD COVERAGE AS DIRECTED ON SITE BY OWNER'S REPRESENTATIVE. 7. CONTRACTOR SHALL ADJUST IRRIGATION HEADS FOR OPTIMUM COVERAGE WHILE REDUCING OVER SPRAY ONTO WALKWAYS AND ADJACENT STRUCTURES. VALVES SHALL BE ADJUSTED TO AVOID MISTING AS APPLICABLE. CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS TO HEAD LOCATIONS IN FIELD AS NECESSARY ONLY WITH THE APPROVAL OF THE OWNER'S REPRESENTATIVE. 8. CONTRACTOR TO PROVIDE A FULL SET OF NOZZLES FOR EACH ROTOR TO THE OWNER. NOTE LEGEND 1, (INDICATES GENERAL CONSTRUCTION NOTE) (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) 9. CONTRACTOR SHALL LABEL REMOTE CONTROL VALVES IN SEQUENCE WITH STATION NUMBERS. 10. CONTRACTOR SHALL REFER TO DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. FIELD LOCATE THE EXISTING IRRIGATION SUPPLY LINE AND CORRESPONDING CONTROL WIRES AT THE FIELD EDGE. CONFIRM LOCATION AND NUMBER OF CONTROL WIRES PRIOR TO INSTALLATION OF THE NEW IRRIGATION SYSTEM. 12. CONNECT TO EXISTING IRRIGATION CONTROL WIRE WITH APPROVED WATER -PROOF SPLICES IN BOX. SET SPLICE BOX FLUSH WITH FINISH GRADE ADJACENT TO THE FIELD EDGE. 13. PROVIDE CONCRETE THRUST BLOCKING AT ALL NEW IRRIGATION MAIN LINE TEES AND BENDS. 14. SET IRRIGATION REMOTE CONTROL VALVE VAULTS AND BOXES FLUSH WITH THE ADJACENT SURFACES. VAULTS SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THE FIELD EDGE. 15. PART CIRCLE SPRINKLERS HEADS SHALL BE LOCATED 1 INCH MINIMUM AND 3 INCHES MAXIMUM FROM THE FIELD EDGE. 16. FURNISH AND INSTALL SPRINKLER HEAD AS REQUIRED TO WATER SETTLE ROOT ZONE SAND PRIOR TO SOD INSTALLATION. THE SPRINKLER HEADS SHALL BE INSTALLED 112 INCH ABOVE THE ROOT ZONE ELEVATION TO ALLOW FOR THE HEADS TO BE 1 /2 INCH BELOW THE FINISH GRADE OF THE SOD (SOD DEPTH WILL BE 1 INCH). 17. ALIGNMENT OF FULL CIRCLE HEADS SHALL NOT VARY MORE THAN 3 INCHES. ►•C ■ IRRIGATION LEGEND --• •-- SCH 40 PVC IRRIGATION MAIN LINE SCH 40 PVC PIPE (LATERAL) POC POINT OF CONNECTION: TO INCLUDE RPBA (WALL MOUNT), STRAINER AND BOOSTER PUMP � GATE VALVE AND BOX v THRUST BLOCK QUICK COUPLER VALVE 0 REMOTE CONTROL VALVE 360' OPPOSING NOZZLE ROTARY POP UP SPRINKLER, 70 PSI. 60' RADIUS, 16.6 GPM HUNTER 1-40-06-SS-ON-18 ADJUSTABLE ROTARY POP UP SPRINKLER, 70 PSI. 57' RADIUS, 16.6 GPM HUNTER I-40-06-SS-15 ADJUSTABLE ROTARY POP UP SPRINKLER, 70 PSI. 57' RADIUS, 16.6 GPM HUNTER 1-40-06-SS-15 IN -GROUND HOSE REEL LOJ ® CAM -LOCK HOSE CONNECTION El HUNTER ACC2 AUTOMATIC CONTROLLER AHV VAULT WITH QUICK COUPLING VALVE AND HEAD BIDDER DESIGNED TEMPORARY RESTORATION IRRIGATION, 100% COVERAGE. REFER TO IRRIGATION DETAILS. CURRENT PLANNING Ming 05/10/2023 GENERATOR sTun3o TENANT SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER / DEVELOPER UNICO PROPERTIES LLC 1215 FOURTH AVENUE, SUITE 600 SEATTLE, WA 98161 UNICOPROP.COM ARCHITECT GENERATOR STUDIO LLC 1615 BALTIMORE AVE KANSAS CITY, MO 6410$ 816.333.6527 GENERATORSTUDIO.COM LANDSCAPE ENGINEER D.A. HOGAN &ASSOCIATES, INC. 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 206.2$5.0400 DAHOGAN.COM STRUCTURAL &CIVIL ENGINEER CCUGHLIN PORTER LUNDEEN (CPL) $01 SECOND AVENUE, SUITE 900 SEATTLE, WA 9$104 206.343.0460 CPLINC.COM MEP ENGINEER HENDERSON ENGINEERS 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 916.663.8700 HENDERSONENGINEERS.COM DEVELOPMENT ENGINEERING Wanders 05/10/2023 ARCHITECT: MICHAEL J. KRESS LICENSE N0. 12779 SEAL SEATTLE SOUNDERSFC HEADQUARTERS & TRAINING CENTER 1901 OAKESDALE AVENUE SW RENTON, WA 98057 FIELD CONSTRUCTION ISSUE DATE: 05.01.2023 REV DESCRIPTION DATE PROJECT NO. 21032 DRAWN BY: REF CHK'D BY: EJG SHEET TITLE IRRIGATION PLAN FIELDS 2 &3 R-423869 0 30' 60' F142 SCALE: 1" = 30' DA HOGAN 02022 GENERATOR 5TUUID LLC 4/4N225:40:59 PM 5 1 4 1 3 1 2 GENERATOR 5 T U D 1 0 0 C B A MATCH LI cn Hsi 158 IRRIGATION LEGEND T F 142 811 — SCH 40 PVC IRRIGATION MAIN LINE PC ASP SCH 40 PVC PIPE (LATERAL) POC POINT OF CONNECTION: TO INCLUDE RPBA (WALL MOUNT), STRAINER AND BOOSTER PUMP Z GATE VALVE AND BOX \ \ r \ \ � \ 11 ` \ \ oI I �1 rL v THRUST BLOCK \\ I Il• \ \ \ ) \ \ \ \ \ \ \ i II i ( I 154 QUICK COUPLER VALVE \ I I\ \ (\ \ \ \ \ \ PC WATER \ I• \ \ \ \ [ \ L - I ( L. 0 REMOTE CONTROL VALVE I 4" WATER SUPPLY \ \ \ \ \ \ \ _ \ SEE CIVIL 1 360 OPPOSING NOZZLE ROTARY POP UP I ( \ \ \ \ \ J I 11 I 707 SPRINKLER, 70 PSI. 60' RADIUS, 16.6 GPM \ \ 2 2 I I HUNTER 1-40-06-SS-ON-18 I I _ ADJUSTABLE ROTARY POP UP SPRINKLER, I 70 PSI. 57' RADIUS, 16.6 GPM a \ \ HUNTER I-40-06-SS-15 lo _ L _ ADJUSTABLE ROTARY POP UP SPRINKLER, HV-12 / / :�� -/ / l �- 70 PSI. 57' RADIUS, 16.6 GPM \ , ��3 HUNTER I-40-06-SS-15 \ ) HEAD & V H A9 & 1 J 13" SG of IN -GROUND HOSE REEL ol HOSE �, / HUNTER ACC2 AUTOMATIC — \ o CONTROLLER l o_—1$---- / � AI LI E - f � o / / cn — -19` r �' '' AHV VAULT WITH QUICK COUPLING J �I II/ — 1 _ I \ 0 VALVE AND HEAD _ J \� > / / > / /\ / / / J BIDDER DESIGNED TEMPORARY \ \ ✓ / RESTORATION IRRIGATION, 100% H 1 / / / �� I ` COVERAGE. REFER TO IRRIGATION I j I DETAILS. \ \ 1\ / I r' �- �I I�/MAINLIIV-, / \\�� F 3 HE &[ALE Z�j j \ / 1 4„ CORRUGATED \\\ \ 1 I P STIC PIPE / O —V / NOTE LEGEND IRRIGATION NOTES 1. (INDICATES GENERAL CONSTRUCTION NOTE) 3. (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) 1. REFER TO CIVIL AND MECHANICAL PLANS FOR IRRIGATION SUPPLY. CONTRACTOR SHALL 9. CONTRACTOR SHALL LABEL REMOTE CONTROL VALVES IN SEQUENCE WITH STATION NUMBERS. VERIFY PRESSURE PRIOR TO BEGINNING WORK. CONTACT OWNER IMMEDIATELY SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAY. 10. CONTRACTOR SHALL REFER TO DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE A MINIMUM OF 48 HOURS 11. FIELD LOCATE THE EXISTING IRRIGATION SUPPLY LINE AND CORRESPONDING CONTROL WIRES PRIOR TO START OF ANY IRRIGATION WORK. AT THE FIELD EDGE. CONFIRM LOCATION AND NUMBER OF CONTROL WIRES PRIOR TO INSTALLATION OF THE NEW IRRIGATION SYSTEM. 3. CONTROL WIRES SHALL BE 14 GAUGE (RED). SEPARATE WIRES SHALL RUN FROM THE CONTROLLER TO EACH VALVE. COMMON GROUND WIRES SHALL BE 12 GAUGE (WHITE). ALL 12. CONNECT TO EXISTING IRRIGATION CONTROL WIRE WITH APPROVED WATER -PROOF SPLICES IN CONTROL WIRES LEADING FROM VALVES TO CONTROLLER MUST BE LOOPED UP A MINIMUM BOX. SET SPLICE BOX FLUSH WITH FINISH GRADE ADJACENT TO THE FIELD EDGE. OF THREE FEET (3') INTO EVERY VALVE BOX INTERCEPTED ON THE WAY TO THE 13. PROVIDE CONCRETE THRUST BLOCKING AT ALL NEW IRRIGATION MAIN LINE TEES AND BENDS. CONTROLLER. 4. IRRIGATION SYSTEM DESIGN IS DIAGRAMMATIC. WHERE PIPING, VALVES, QUICK COUPLERS, 14. SET IRRIGATION REMOTE CONTROL VALVE VAULTS AND BOXES FLUSH WITH THE ADJACENT ETC. ARE SHOWN OUTSIDE PLANTING AREAS, OR LIMIT OF WORK; INTENT IS FOR PIPING, SURFACES. VAULTS SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THE FIELD EDGE. VALVES, ETC., TO BE INSTALLED WITHIN TURF OR PLAYABLE AREA. INDICATE EXACT 15. PART CIRCLE SPRINKLERS HEADS SHALL BE LOCATED 1 INCH MINIMUM AND 3 INCHES LOCATIONS OF IRRIGATION EQUIPMENT ON RECORD DRAWING. MAXIMUM FROM THE FIELD EDGE. 5. CONTRACTOR SHALL PROGRAM CONTROLLER TO INSURE PROPER IRRIGATION APPLICATION 16. FURNISH AND INSTALL SPRINKLER HEAD AS REQUIRED TO WATER SETTLE ROOT ZONE SAND BASED ON PLANT TYPE, SLOPE, EXPOSURE, SOIL TYPE AND SEASON. PRIOR TO SOD INSTALLATION. THE SPRINKLER HEADS SHALL BE INSTALLED 112 INCH ABOVE 6. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE AND EFFECTIVE COVERAGE OF ALL THE ROOT ZONE ELEVATION TO ALLOW FOR THE HEADS TO BE 1 /2 INCH BELOW THE FINISH PLANTED AREAS BY BALANCING EACH SYSTEM FOR OPTIMUM COVERAGE AND ADJUSTING EACH GRADE OF THE SOD (SOD DEPTH WILL BE 1 INCH). ARC, RADIUS AND NOZZLE TO ENSURE HEAD TO HEAD COVERAGE AS DIRECTED ON SITE BY OWNER'S REPRESENTATIVE. 17. ALIGNMENT OF FULL CIRCLE HEADS SHALL NOT VARY MORE THAN 3 INCHES. 7. CONTRACTOR SHALL ADJUST IRRIGATION HEADS FOR OPTIMUM COVERAGE WHILE REDUCING OVER SPRAY ONTO WALKWAYS AND ADJACENT STRUCTURES. VALVES SHALL BE ADJUSTED TO AVOID MISTING AS APPLICABLE. CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS TO HEAD LOCATIONS IN FIELD AS NECESSARY ONLY WITH THE APPROVAL OF THE OWNER'S REPRESENTATIVE. 8. CONTRACTOR TO PROVIDE A FULL SET OF NOZZLES FOR EACH ROTOR TO THE OWNER. CURRENT PLANNING Ar IL Ming 05/10/2023 0 30' 60' SCALE: 1" - 30' R-423870 DA HOGAN TENANT SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER / DEVELOPER UNICO PROPERTIES LLC 1215 FOURTH AVENUE, SUITE 600 SEATTLE, WA 98161 UNICOPROP.COM ARCHITECT GENERATOR STUDIO LLC 1615 BALTIMORE AVE KANSAS CITY, MO 64108 816.333.6527 GENERATORSTUDIO.COM LANDSCAPE ENGINEER D.A. HOGAN &ASSOCIATES, INC. 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 206.285.0400 DAHOGAN.COM STRUCTURAL & CIVIL ENGINEER COUGHLIN PORTER LUNDEEN (CPL) 901 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 206.343.0460 CPLINC.COM MEP ENGINEER HENDERSON ENGINEERS 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 916.663.8700 HENDERSONENGINEERS.COM DEVELOPMENT ENGINEERING NJanders 05/10/2023 ARCHITECT: MICHAEL J. KRESS LICENSE NO. 12779 SEAL SEATTLE SOUNDERSFC HEADQUARTERS & TRAINING CENTER 1901 OAKESDALE AVENUE SW RENTON, WA 98057 FIELD CONSTRUCTION ISSUE DATE: 05.01.2023 REV DESCRIPTION DATE PROJECT NO. 21032 DRAWN BY: REF CHK'D BY: EJG SHEET TITLE IRRIGATION PLAN FIELD 4 F143 refflalwo 02VG1 is t N t RA 10K 6I JUIU LLC 4/4N225:40:59 PM 5 1 4 1 3 1 2 1 1 IN C B A TEST PIT Al EA A (Al-A31) J SDx BUILDING �Q BUILD 25 59,752 ` FENCE TYPE KEY UA 25' OVERALL; 10' HEIGHT CHAIN LINK FENCE; 2" MESH X9 GAUGE, TOP, MIDDLE, BOTTOM RAIL, 15' X2"SQ, NYLON NETTING ABOVE OB 10' HEIGHT CHAIN LINK FENCE; 2" MESH X9 GAUGE, TOP, MIDDLE, BOTTOM RAIL OC 4' HEIGHT CHAIN LINK FENCE; 2" MESH X9 GAUGE, TOP, MIDDLE, BOTTOM RAIL OD WINDSCREEN (ENTIRE HEIGHT OF FENCE) GATE TYPE KEY (ALL CHAI N LI N Il 1O 20' DOUBLE SWING GATE (2 x 10') O2 18' SINGLE ROLLING GATE O3 12' DOUBLE SWING GATE (2 x 6') 04 10' DOUBLE SWING GATE (2 x 5') O5 8' DOUBLE SWING GATE (2 x 4') O6 5' SINGLE SWING GATE O7 14' SINGLE ROLLING GATE FENCING NO IVV 1 C LCVCIVV 1. (INDICATES GENERAL CONSTRUCTION NOTE) O3. (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) 1\ END FENCE. MEET AND MATCH EXISTING FENCE TO PROVIDE SECURE ENCLOSURE 2 FENCE ADJACENT TO PROPERTY LINE TO BE LOCATED 12" INSIDE PROPERTY LINE 3. GATE LOCATIONS ARE SHOWN APPROXIMATE. 4. GATES TO BE CENTERED AT PERPENDICULAR PATHWAYS WHEN OCCURS. 5. ALL GATES ARE LOCKABLE. 6. INSTALL LOCK BACK POST ON ALL SWING GATES. 7. ALL PEDESTRIAN GATES IN 8' HT FENCE AND HIGHER SHALL BE TRANSOMED GATES. 8. COORDINATE ALL FENCE POSTS TO AVOID EXISTING AND PROPOSED UTILITIES. FENCING LEGEND CHAINLINK FENCE AND CONCRETE CURB CHAINLINK FENCE :�ONCRETE CURBING CATCH BASIN INLET (C.B.I.) TYPE 1 7- i7 fR AS —BUILT L / / \ k I I \ co ULq NOT LOCATE ^� /-\ X I I \ SQ+ I I �\ J I I I m ® CATCH BASIN INLET (C.B.I.) TEST PIT B1 �W D SOCK ON POLE / (� I I \ I I I m I LL _ TYPE 2 TES IT-M I / / %v CONC BASE / \ I / I I \ I 1 lco ly ` — K,N — 6�CYCLaNEFENCE EXISTING FENCE TO REMAIN ►•C ■ B FENCE TYPE AND LIMIT "m 3 GATE TYPE F111 — GENERATOR 5 T U D 1 0 TENANT SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER / DEVELOPER UNICO PROPERTIES LLC 1215 FOURTH AVENUE, SUITE 600 SEATTLE, WA 98161 UNICOPROP.COM ARCHITECT GENERATOR STUDIO LLC 1615 BALTIMORE AVE KANSAS CITY, MO 64108 816.333.6527 GENERATORSTUDIO.COM LANDSCAPE ENGINEER D.A. HOGAN & ASSOCIATES, INC. 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 206.285.0400 DAHOGAN.COM STRUCTURAL & CIVIL ENGINEER COUGHLIN PORTER LUNDEEN (CPL) 901 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 206.343.0460 CPLINC.COM MEP ENGINEER HENDERSON ENGINEERS 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 916.663.8700 HENDERSONENGINEERS.COM DEVELOPMENT ENGINEERING NJanders 05/10/2023 ul ARCHITECT: MICHAEL J. KRESS LICENSE NO. 12779 SEAL SEATTLE SOUNDERSFC HEADQUARTERS & TRAINING CENTER 1901 OAKESDALE AVENUE SW RENTON, WA 98057 FIELD CONSTRUCTION ISSUE DATE: 05.01.2023 REV DESCRIPTION DATE PROJECT NO. 21032 DRAWN BY: REF CHK'D BY: EJG SHEET TITLE FENCING PLAN FIELD 1 & GK AREA R-423871 0 30' 60' Fl 51 SCALE: 1" - 30' DA HOGAN 02022 GENERATOR STUUID LLC 4/4N225:40:59 PM 5 1 4 1 3 1 2 1 1 MATCH LINE SE Ill C B A FENCE TYPE KEY AUA 25' OVERALL; 10' HEIGHT CHAIN LINK FENCE; 2" MESH X9 �J GAUGE, TOP, MIDDLE, BOTTOM RAIL, 15' X211SQ. NYLON NETTING ABOVE B 10' HEIGHT CHAIN LINK FENCE; 2" MESH X9 GAUGE, TOP, MIDDLE, BOTTOM RAIL OC 4' HEIGHT CHAIN LINK FENCE; 2" MESH X9 GAUGE, TOP, MIDDLE, BOTTOM RAIL OD WINDSCREEN (ENTIRE HEIGHT OF FENCE) GATE TYPE KEY ALL 1O 20' DOUBLE SWING GATE (2 x 10') O2 18' SINGLE ROLLING GATE O3 12' DOUBLE SWING GATE (2 x 6') 04 10' DOUBLE SWING GATE (2 x 5') O5 8' DOUBLE SWING GATE (2 x 4') O6 5' SINGLE SWING GATE O7 14' SINGLE ROLLING GATE FENCING NO NOTE LEGEND 1. (INDICATES GENERAL CONSTRUCTION NOTE) O3. (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) 1O END FENCE, MEET AND MATCH EXISTING FENCE TO PROVIDE SECURE ENCLOSURE 2 FENCE ADJACENT TO PROPERTY LINE TO BE LOCATED 12" INSIDE PROPERTY LINE 3. GATE LOCATIONS ARE SHOWN APPROXIMATE. _ 4. GATES TO BE CENTERED AT PERPENDICULAR PATHWAYS WHEN OCCURS. 5. ALL GATES ARE LOCKABLE. - 6. INSTALL LOCK BACK POST ON ALL SWING GATES. - 7. ALL PEDESTRIAN GATES IN 8' HT FENCE AND HIGHER SHALL BE TRANSOMED GATES. 8. COORDINATE ALL FENCE POSTS TO AVOID EXISTING AND PROPOSED UTILITIES. FENCING LEGEND 160 SDX — PC 159 PC 158 8f� p 157 6` CYCLONE FENCE CHAINLINK FENCE AND CONCRETE CURB CHAINLINK FENCE CONCRETE CURBING CATCH BASIN INLET (C.B.I.) TYPE 1 CATCH BASIN INLET (C.B.I.) TYPE 2 EXISTING FENCE TO REMAIN B FENCE TYPE AND LIMIT /-41GATE TYPE 0 30' 60' SCALE: 1" = 30' R-423872 r1irlA HOGAN GENERATOR 5 T U D 1 0 TENANT SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER / DEVELOPER UNICO PROPERTIES LLC 1215 FOURTH AVENUE, SUITE 600 SEATTLE, WA 98161 UNICOPROP.COM ARCHITECT GENERATOR STUDIO LLC 1615 BALTIMORE AVE KANSAS CITY, MO 64108 816.333.6527 GENERATORSTUDIO.COM LANDSCAPE ENGINEER D.A. HOGAN & ASSOCIATES, INC. 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 206.285.0400 DAHOGAN.COM STRUCTURAL & CIVIL ENGINEER COUGHLIN PORTER LUNDEEN (CPL) 901 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 206.343.0460 CPLINC.COM MEP ENGINEER HENDERSON ENGINEERS 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 916.663.8700 HENDERSONENGINEERS.COM DEVELOPMENT ENGINEERING NJanders 05/10/2023 ARCHITECT: MICHAEL J. KRESS LICENSE NO. 12779 SEAL SEATTLE SOUNDERSFC HEADQUARTERS & TRAINING CENTER 1901 OAKESDALE AVENUE SW RENTON, WA 98057 FIELD CONSTRUCTION ISSUE DATE: 05.01.2023 REV DESCRIPTION DATE PROJECT NO. 21032 DRAWN BY: REF CHK'D BY: EJG SHEET TITLE FENCING PLAN FIELDS 2 &3 Fl 52 uorlalwm U 2VG1 GENERA I OK S I UUIU LLC 4/4N22 5:40:59 PM 5 1 4 1 3 1 2 1 1 17 WETLAND FLAG AREA B (Bl-B18) C B A \`V FENCE TYPE KEY 25' OVERALL; 10' HEIGHT CHAIN LINK FENCE; 2" MESH x9 GAUGE, TOP, MIDDLE, BOTTOM RAIL, 15' X2"SQ. NYLON NETTING ABOVE 20' HEIGHT CHAIN LINK FENCE; 2" MESH x9 GAUGE, TOP, MIDDLE, BOTTOM RAIL 10' HEIGHT CHAIN LINK FENCE; 2" MESH x9 GAUGE, TOP, MIDDLE, BOTTOM RAIL 4' HEIGHT CHAIN LINK FENCE; 2" MESH x9 GAUGE, TOP, MIDDLE, BOTTOM RAIL WINDSCREEN (TO 10') PG GATE TYPE KEY (ALL. 1O 20' DOUBLE SWING GATE (2 x 10') O2 18 SINGLE ROLLING GATE - O3 12' DOUBLE SWING GATE (2 x 6') O4 10' DOUBLE SWING GATE (2 x 5') S' DOUBLE SWING GATE (2 x 4') O6 5' SINGLE SWING GATE O7 14' SINGLE ROLLING GATE FENCING NOTES NU It LtC7tNLJ 1. (INDICATES GENERAL CONSTRUCTION NOTE) O3. (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) 0 END FENCE, MEET AND MATCH EXISTING FENCE TO PROVIDE SECURE ENCLOSURE 2 FENCE ADJACENT TO PROPERTY LINE TO BE LOCATED 12" INSIDE PROPERTY LINE 3. GATE LOCATIONS ARE SHOWN APPROXIMATE. 4. GATES TO BE CENTERED AT PERPENDICULAR PATHWAYS WHEN OCCURS. 5. ALL GATES ARE LOCKABLE. 6, INSTALL LOCK BACK POST ON ALL SWING GATES. 7. ALL PEDESTRIAN GATES IN S' HT FENCE AND HIGHER SHALL BE TRANSOMED GATES. 8. COORDINATE ALL FENCE POSTS TO AVOID EXISTING AND PROPOSED UTILITIES. FENCING LEGEND CHAINLINK FENCE AND CONCRETE CURB CHAINLINK FENCE [K�L[�lG�i1��1.�.�1►[!l CATCH BASIN INLET (C.B.I.) TYPE 1 ® CATCH BASIN INLET (C.B.I.) TYPE 2 6' CYCLONE FENCE EXISTING FENCE TO REMAIN B FENCE TYPE AND LIMIT 3 GATE TYPE 0 30' 60' SCALE: 1" = 30' R-423873 r1irlA HOGAN GENERATOR 5 T U D 1 0 TENANT SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER / DEVELOPER UNICO PROPERTIES LLC 1215 FOURTH AVENUE, SUITE 600 SEATTLE, WA 98161 UNICOPROP.COM ARCHITECT GENERATOR STUDIO LLC 1615 BALTIMORE AVE KANSAS CITY, MO 64108 816.333.6527 GENERATORSTUDIO.COM LANDSCAPE ENGINEER D.A. HOGAN & ASSOCIATES, INC. 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 206.285.0400 DAHOGAN.COM STRUCTURAL & CIVIL ENGINEER COUGHLIN PORTER LUNDEEN (CPL) 901 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 206.343.0460 CPLINC.COM MEP ENGINEER HENDERSON ENGINEERS 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 916.663.8700 HENDERSONENGINEERS.COM DEVELOPMENT ENGINEERING NJanders 05/10/2023 ul ARCHITECT: MICHAEL J. KRESS LICENSE NO. 12779 SEAL SEATTLE SOUNDERSFC HEADQUARTERS & TRAINING CENTER 1901 OAKESDALE AVENUE SW RENTON, WA 98057 FIELD CONSTRUCTION ISSUE DATE: 05.01.2023 REV DESCRIPTION DATE PROJECT NO. 21032 DRAWN BY: REF CHK'D BY: EJG SHEET TITLE FENCING PLAN FIELD 4 Fl 53 uorlalwm U 2VG1 GENERA I OK S I UUIU LLC 4/4N22 5:40:59 PM 5 4 3 F, 0 C B A .... . -1- ... -N - - - - PRUNUS LAUROCERAS (43/ F / 31 EA) I / Al x I - -1- I , sox D� �711�CKil`P , - PERIWINKLE- — - — - — PH XM I- IXAn � XM (25M n SF 30 EA) I VINCA J1 NC 'PERIWINKLE' _ ` 1�E IWtNKLE I _ _Q 10 SF 57 EA G �1 IF - 1 I 12 CARPINUS CAROLINIANA / I 1 AMERICAN HORNBEAM I IF ASPH N I PRU US LAUR CERI�SIS I 'OTTO LUYKEN' I I I0 LIUYKEKLAURE ic (2(12 45F / ` 145 EA) x I I I.... I- - \�I I-- � I I � /� )I ASPH `" a r ° 42.64' TYP. I p c \-I ° N c - i� j I J°a ASPH a 1�07 A co x x VINCA MINOR 'PERIWINKLE' PIWINKLE / - 5' SF / 341 vu \ I c ' / 165 Ia j p ASPH ° I III I .n 'OTTO LUYKEN'— SDX SDX SDx SDx- X X X VII CA MINOR 'PE IWIN LE' P RIWIN E ---- , (74 SF / 8 EA ,sDP-=RRIWINKL SDx----�SDx sox — (115 SF / 59 EA) — — � - xM — — XM + 9f I PC 181 + PC SPH ASPS W 182 c� *o f o U, P C 183 I f9 I+ i PC 611 184 f9 w PC U] � co 51 ASPH I a V) 0) 5 51 1 cn 2 ASP1f m 110 ul Was A186 PC 187 PC :: ASPS + 11" PC 189 + PC 190 ASPH 99 PC 193 f9 PC 194 H_ NORTH PLANT SCHEDULE: BOTANICAL NAME COMMON NAME SIZE QTY. SPECIFICATIONS TREES EXISTING TREE TO REMAIN +DN (CC) CARPINUS CAROLINIANA AMERICAN HORNBEAM 2" CAL. (10' HT.) 12 B&B, MATCHED SPECIMEN, SYMMETRICAL SHRUBS (PL) PRUNUS LAUROCERASUS OTTO LUYKEN LAUREL 2 GAL. 176 FULL AND BUSHY — 48" O.C. 'OTTO LUYKEN' GROUNDCOVERS — EXACT LOCATION OF ALL GROUND COVER PLANTING TO BE FIELD LOCATED BY LANDSCAPE ARCHITECT (VM) VINCA MINOR 'PERIWINKLE' PERIWINKLE 1 GAL. 647 FULL AND BUSHY, 18" O.C. ALL MASS SHRUB AREAS TO RECEIVE 2" DEPTH MULCH 0 20' 40' SCALE: 1" = 20' CURRENT PLANNING JDing 05/10/2023 DA HOGAN GENERATOR sTUD10 TENANT SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER / DEVELOPER UNICO PROPERTIES LLC 1215 FOURTH AVENUE, SUITE 600 SEATTLE, WA 98161 UNICOPROP.COM ARCHITECT GENERATOR STUDIO LLC 1615 BALTIMORE AVE KANSAS CITY, MO 64108 816.333.6527 GENERATORSTUDIO.COM LANDSCAPE ENGINEER D.A. HOGAN & ASSOCIATES, INC. 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 206.285.0400 DAHOGAN.COM STRUCTURAL & CIVIL ENGINEER COUGHLIN PORTER LUNDEEN (CPL) 901 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 206.343.0460 CPLINC.COM MEP ENGINEER HENDERSON ENGINEERS 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 916.663.8700 HENDERSONENGINEERS.COM DEVELOPMENT ENGINEERING Wanders 05/10/2023 ARCHITECT: MICHAEL J. KRESS LICENSE NO. 12779 SEAL SEATTLE SOUNDERSFC HEADQUARTERS & TRAINING CENTER 1901 OAKESDALE AVENUE SW RENTON, WA 98057 FIELD CONSTRUCTION ISSUE DATE: 05.01.2023 REV DESCRIPTION DATE PROJECT NO. 21032 DRAWN BY: REF CHK'D BY: EJG SHEET TITLE PARKING LOT LANDSCAPING R-423874 Fl 71 0929G1 GENERAIUKSIUUIULLC 4/4N225:40:59 PM 5 4 .�7 2 0o fV LLI O i 7 1 F210 2 F210 B 3 F210 A COMPACTED SUBGRADE 4" PERF. CORR. POLY. DRAIN TUBING ADS N-12. TO FULL DEPTH OF TRENCH & 2" CROWN. SAN D BASED NATU RAL TU RF FI ELD SECTION NOT TO SCALE INFILLED SYNTHETIC TURF SYSTEM FINISH GRADE 2" TOP COURSE PERMEABLE AGGREGATE- 9"-13.45" BASE COURSE PERMEABLE AGGREGATE IMPERVIOUS LINER- OOO CARIES, SEE O OOP- OO GRADING PLAN FLAT DRAIN FLOOD PLATE MITIGATION - SEE CIVIL SYNTHETIC TURF FIELD SECTION NOT TO SCALE 12" Ll ° © a � p 061 p MIN. 3" ° ° MII�N. 3" ° 4I 4 4" PERF. CORR. POLY. DRAIN TUBING ADS N-12 SEE DRAINAGE SHEET FOR INVERT ELEV. INFORMATION 15' O.C. 1 " SAND -BASED SOD 12" ROOT ZONE SAND MIX 6" 4x8 PEA GRAVEL CLEAN, WASHED 4x8 PEA GRAVEL AS NECESSARY FOR LEVELING. 12" ° " \ o� aoo MIN. I '_Wl I 0 \ ° / o o C7 p o o C7 p o o C7 p o o C7 p o o C7 p o o - Oo� �O 00�0 O 000 Oo� 000 0 O 0- O O VARIES, SEE O O O O O n �O GRADING PLAN n � �O n I n BASE BID SYNTHETIC TURF SECTION DEPTH MAY VARY: ADJUST FIELD PROFILE IN THE BASE COURSE PERMEABLE AGGREGATE LIFT ACCORDINGLY. O SLOPING SUBGRADE, FLAT DRAIN SEE GRADING PLAN ALTERNATE CHAINLINK FENCE INFILLED SYNTHETIC TURF SYSTEM GRADE v 1" SUPPLEMENTAL PAD 2" TOP COURSE PERMEABLE AGGREGATE 8"-12.45" BASE COURSE PERMEABLE AGGREGATE -IMPERVIOUS LINER 1 SAND -BASED NATURAL TURF TRENCH 6 DRAIN F220 3/4" PILE HEIGHT, F210 x NON-INFILLED NAILER, EMBEDDED IN SYNTHETIC TURF 5/8 PANELIZED CONCRETE CURB SUPPLEMENTAL PAD SLOPE TO DRAIN FINISH �e GRADE + + 3/4" PRE -MOLDED Q-° d_ - - - + + + a ° ° d DRAINAGE PANEL + + + + $ a 0 0 0 0 0 0 `7 '7 0 0 '7 '7 0 0 0 '7 0 + + + + g o000000000000000o CONCRETE PAVING 5 + + + + o0000000000000000o F210 d ° ° III III III 3 CONCRETE C OMPACTED F210 CURB @PLAYER PATIO SUBGRADE WRAP TURF AND STAPLE TO NAILER 2 2 RECYCLED PLASTIC WRAP TURF AND STAPLE TO NAILER 3 4" PILE HEIGHT, 1 SAND -BASED NON-INFILLED F210 NATURAL TURF 2x2 RECYCLED PLASTIC SYNTHETIC TURF 5/8" PANELIZED NAILER, EMBEDDED IN 4 F210 CONCRETE CURB SUPPLEMENTAL PAD SLOPE TO DRAIN /I Im, I I ZIFINISH GRADE INU + ...+ + +++ '7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +++++++ ° o00000000000000000000000000o CONCRETE PAVING 5 + + ° + IF210 , I' ir I III III III IIICOMPACTED 3 CONCRETE @ WALKWAY SUBGRADE F210 CURB NON-INFILLED SYNTHETIC TURF NOT TO SCALE 0.5" 45` CHAMFER p o " ° p p ° ALTERNATE EXPANSION JOINT AND WEAKENED PLAN/CONTROL JOINT AT EACH POST. CONCRETE 2.5 CLR ° 12" PAVING JOINTS TO ALIGN WITH q OF FENCE POSTS OF p P WHERE INCLUDED. h p D 0.5" 45° ° TOOLED CHAMFER TOOLED EDGE EDGE o °, P p o v° 2.5" CLR � p moo"#4 REBAR p. p D Q D ° °D © D D o ° o CONTINUOUS LOCATE (2) o° ° I p° Is ° p CONTINUOUS #4 BAR OE PLAN VIEW 011!1117 ° WITHIN THE BOTTOM #4 REBAR ° CONTINUOUS op ° 1 30% OF THE CURB MASS PROVIDE FENCE POST ° °a ADEQUATE COVER 0.5" 45° CHAMFER © PLAN VIEW ° o 12" #4 REBAR 12„ CONTINUOUS 0.5" 45° CHAMFER ° ° f a CONTINUOUS CONC. °loe ° MIN. 3" ° d ° 0 3/8" IMPREGNATED ° � #4 REBAR _ FIBER BOARD @ ALL ° CONTINUOUS - LOCATE (2) CONTINUOUS LOCATIONS, FULL DEPTH DO SECTION @ FENCE POST #4 BAR WITHIN THE �-► OA SECTION BOTTOM 30% OF THE LOCATIONS CURB MASS PROVIDE O ELEVATION ADEQUATE COVER © ELEVATION AT FENCE POSTS CONCRETE CURB & EXPANSION JOINT NOT TO SCALE FENCE POST FOOTING 3/8" IMPREGNATED FIBER BOARD @ ALL LOCATIONS, FULL DEPTH @ FENCE POST LOCATIONS EXPANSION JOINT / SEALANT I a a EXPANSION JOINT l 3/8" EXPANSION\° H a/ 4" BAND WITH JOINT WITH 2" SMOOTH FINISH POLYURETHANE 2" CENTERED ON JOINT SEALANT EXPANTION JOINT FINISH GRADE a 8 a 4 4 4 o ° a a a 4 a a a as a 0 0 0 0 0 0 0 0 0 0 0 0'7 0 0 '70 0 0 0 '7 '7 0 0 0 0 0 7 0 7 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 '7 '7 0 0 7 0 SUBGRADE COMPACTED TO 95% MIN. A: CONCRETE PAVING AT EXPANSION JOINT HAND -TOOLED WEAKENED PLANE JOINT, DEPTH EQUAL 25% OF THE SLAB THICKNESS GRADE a s a U a 41 a a 0 0 0 0 0 0 0 0 0 0 7 0 7 0 0'7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SUBGRADE COMPACTED _ TO 95% MIN. B: CONCRETE PAVING WITH WEAKENED PLANE JOINT 5 F210 CONCRETE PAVING NOT TO SCALE GENERATOR STUDIO TENANT SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER I DEVELOPER UNICO PROPERTIES LLC 1215 FOURTH AVENUE, SUITE 600 SEATTLE, WA 98161 UNICOPROP.COM ARCHITECT GENERATOR STUDIO LLC 1615 BALTIMORE AVE KANSAS CITY, MO 64108 816.333.6527 GENERATORSTUDIO.COM LANDSCAPE ENGINEER D.A. HOGAN & ASSOCIATES, INC. 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 206.285.0400 DAHOGAN.COM STRUCTURAL & CIVIL ENGINEER COUGHLIN PORTER LUNDEEN (CPL) 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 206.343.0460 CPLINC.COM MEP ENGINEER HENDERSON ENGINEERS 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 816.663.8700 HENDERSONENGINEERS.COM DEVELOPMENT ENGINEERING NJanders 05/10/2023 ' ARCHITECT: MICHAEL J. KRESS LICENSE NO. 12779 6" CONCRETE PAVING LIGHT BROOM FINISH ��W co�oiyG #4-18"o O.C/ E.W. 6" CRUSHED °s9�b\�o\ S FXP.1012 SURFACING TOP C'q P E A RG� COURSE NOTE: EXPANSION JOINT TO BE INSTALLED AT ALL INTERFACE BETWEEN CONCRETE PAVING AND VERTICAL WALL OR EXISTING CONCRETE PAVING 6" CONCRETE PAVING LIGHT BROOM FINISH #4-18" O.C/ E.W. 6" CRUSHED SURFACING TOP COURSE NOTE: EXPANSION JOINT TO BE INSTALLED AT ALL INTERFACE BETWEEN CONCRETE PAVING AND VERTICAL WALL OR EXISTING CONCRETE PAVING SEAL SEATTLE SOUNDERSFC HEADQUARTERS & TRAINING CENTER 1901 OAKESDALE AVENUE SW RENTON, WA 98057 FIELD CONSTRUCTION ISSUE DATE: 05.01.2023 REV DESCRIPTION DATE PROJECT NO. 21032 DRAWN BY: REF CHK'D BY: EJG SHEET TITLE TYPICAL SECTIONS R-423875 HOGAN © 2022 GENERATOR STUDIO LLC 41412022 5:40:59 PM 4 3 1 2 I 7 L B A 3' MAX TO LIMIT PEA GRAVEL PERMEABLE FIELD MATERIAL u D Z"� u v� c? u �� c? u Q u �� Q u �� Q u �� Q Q u v n n J n I° n ° n ° n ° n ° ° FIELDnSUBGRADE n ° J C7 C�l 0 C�l 0 C�l C� D D D D D D 4" PERFORATED CORRUGATED LATERAL I � PERMEABLE STRUCTURAL DRAIN PIPE b u + N-12 SOIL BEARING FABRIC e D p e D p e c' p e c' p e D p e D 2" MIN CAALL EN SN OF LATERAL PIPE -I PEA GRAVEL - 3" MIN. COMPACTED SUBGRADE NATURAL TURF FIELD 1 SUBSURFACE DRAINAGE LATERAL FZZO NOT TO SCALE ►i,`�eleleleG J>:lelelelel■I■I■I■I■I■I■I■I■I■lelelel� SNAP CAP ALL IMPERVIOUS ENDS OF LATERAL LINER, FLOOD TUBING CONTINUOUS PLANE MITIGATION, SEE CIVIL 2 SUBSURFACE FLAT DRAIN FZZO NOT TO SCALE PERMEABLE AGGREGATE �o �00°ooc� FIELD SUBGRADE 1 12" FLAT DRAIN (TYP) SYNTHETIC TURF FIELD + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ° ° p ° ROOT ZONE SAND b �O b �O Q u CQ Q u CQ d . p �O p u CQ 0 u C:�'Q d o p 40 p zO p oo o u CQ <4 u C:�'Q d u �Q d o �Q d a a a fELD SUBGRADE a a a v RIDGE/ HP 0 ° c2 p ° �/ D o PEA GRAVEL ° �/ D o ° �/ D o ° �/ o ° �/ D 0 ° c/ p Q U p 0 0 U p v C2 U p v C2 U p l v C2 D p v C2 U p'3 v 0 o oQ D oQ • o oQ oQ g-0 4» PERFORATED _ a 2" MI 3 SUBSURFACE DRAINAGE RIDGE FZZO NOT TO SCALE CORRUGATED POLYETHYLENE LATERAL DRAIN PIPE N-12 PERMEABLE STURCTURAL SOIL BEARING FABRIC COMPACTED SUBGRADE CORRUGATED POLY PIPE 4" PERFORATED CORRUGATED 1 VARIES IN LENGTH POLYETHYLENE LATERAL DRAIN PIPE N-12 F220 u00 o ° u00 o ° u o ° uc' ° uc' ° u�° p uc)° p °� S=.0.50%u0° p ° D b Q D p D p D p D p D p 40 a a 40 a v a v O p ° O p ° O ev 2 M I N PEA GRAVEL 4" INSIDE PIPE GEOTEXTILE FABRIC COMPACTED SUBGRADE 4" PVC INSERT -A -TEE I' 1 CPEP COLLECTOR, FOR INVERT ELEVATIONS AND PIPE SIZE SEE DRAINAGE SHEET 4 SUBSURFACE DRAINAGE SIDE INLET TEE CONNECTION F220 NOT TO SCALE 4" X 12" SNAP TEE FLAT DRAIN BASE COURSE PERMEABLE AGGREGATE SLOPE WITH SUBGRADE 0 ° 74 COMPACTED SUBGRADE FIELD SUBGRADE SLOPE 1 0.50% EXCEPT AT END TRANSITION AREAS 4 FLAT DRAIN°oo.Q °o TO PERFORATED 6 ° ° ° o ° ° COLLECTOR <(TYP.)' ° F OPEN DISCHARGE INTO p o0 0 0 p 4 PEA GRAVEL a �oo • a o I ° oo • a a , ° PERF. CPEP COLLECTOR, SIZE 3/4" x 1 /2" ° ° ° ° ° ° ° VARIES, SEE DRAINAGE PLAN O Q ° O Q ° O Q ° O ° CIO Q WASHED PEA GRAVELI IMPERVIOUS LINER, SEE CIVIL 5 FLAT DRAINAGE OPEN DISCHARGE TEE CONNECTION FZZO NOT TO SCALE 4 NON-INFILLED F210 SYNTHETIC TURF EXPANSION JOINT 1:2 BEVEL (TYP) 3 CONCRETE CONCRETE 5 F210 CURB 60.E 6" 6" PAVING 7755 F210 IIIIIIIIIIIIIIIIIIII IIII I�IIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIII III a v a 4 a 1 /2" a MAX CONCRETE 9.8" TO a 4 BOTTOM 0 OF Q FLANGE 0 0 '7 a� o 0 �7 BASE 4" MIN a 1-�I TI AGGREGATE COMPACTED I III 1 11 SUBGRADE 6 TRENCH DRAIN AT CONC CURB FZZO NOT TO SCALE 4 NON-INFILLED F210 SYNTHETIC TURF EXPANSION JOINT 1:2 BEVEL (TYP) 3 CONCRETE CONCRETE F210 CURB 6" _ � 6" i PAVING 0. 5" 116,.1 " 11111111111111111111 5 Q 4 F210 a a a CONCRETE a a 265" 0 0 0 0 BASE 0 AGGREGATE 4 CPEP CONNECTION TO FIELD DRAINAGE —I _ SYSTEM. a - TRENCH DRAIN CATCH BASIN a 4" MIN a COMPACTED SUBGRADE 7 TRENCH DRAIN CATCH BASIN F220 NOT TO SCALE GENERATOR STUDIO TENANT SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER I DEVELOPER UNICO PROPERTIES LLC 1215 FOURTH AVENUE, SUITE 600 SEATTLE, WA 98161 UNICOPROP.COM ARCHITECT GENERATOR STUDIO LLC 1615 BALTIMORE AVE KANSAS CITY, MO 64108 816.333.6527 GENERATORSTUDIO.COM LANDSCAPE ENGINEER D.A. HOGAN & ASSOCIATES, INC. 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 206.285.0400 DAHOGAN.COM STRUCTURAL & CIVIL ENGINEER COUGHLIN PORTER LUNDEEN (CPL) 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 206.343.0460 CPLINC.COM MEP ENGINEER HENDERSON ENGINEERS 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 816.663.8700 HENDERSONENGINEERS.COM DEVELOPMENT ENGINEERING Wanders 05/10/2023 ' ARCHITECT: MICHAEL J. KRESS LICENSE NO. 12779 \G J. Gp4O a+ wz� s LJ LJ \ tiN �o SEAL SEATTLE SOUNDERSFC HEADQUARTERS & TRAINING CENTER 1901 OAKESDALE AVENUE SW RENTON, WA 98057 FIELD CONSTRUCTION ISSUE DATE: 05.01.2023 REV DESCRIPTION DATE PROJECT NO. 21032 DRAWN BY: REF CHK'D BY: EJG SHEET TITLE DRAINAGE DETAILS R-423876 HOGAN © 2022 GENERATOR STUDIO LLC 41412022 5:40:59 PM 5 I 4 I 3 A 1 F221 2 F221 SYNTHETIC TURF 2 COVER �21 oZ-) D D a n p O0 O 00 0 0 c 0 � o D0 oADJUSTMENT a RISERS)) III— —AS REQUIRED 4" MIN. 26" GROUT ALL PIPE a. GROUT WATERTIGHT ON BOTH SIDES OF CATCH BASIN (TYP.) (— CPEP COLLECTOR PIPE--/ (SEE DRAINAGE PLAN FOR INVERTS) 18" MIN a PRECAST CONCRETE C.B.I. 4a INTERNAL DIMENSIONS= 261 X 22"W X 40"D - a a a. 0 0 0 0 0 0 0 0 0 0 0 0 7 0'7 0 00000000000000000' —III o000000000000000� 34 TYPE 1 CATCH BASIN NOT TO SCALE BOND TURF TO PLYWOOD WITH SPEC. ADHESIVE. IN -FILLED SYNTHETIC TURF SYSTEM AL NOTE: DIMENSIONS FOR THE TURF COVER WILL BE 6" WIDER THEN THE EXISTING CATCH BASIN LID. PROVIDE MIN. 4" X 4" SQUARE OF TURF (COLOR OTHER THAN GREEN) TO IDENTIFY TURF COVER LOCATION 3/4" THICK MARINE GRADE PLYWOOD (2 PIECES) 6" CONCRETE COLLAR SYNTHETIC TURF CATCH BASIN COVER NOT TO SCALE SOLID CATCH BASIN LID ANGLE IRON 6" GRAVEL NOTE: FOR INVERT ELEVATIONS SEE DRAINAGE SHEET 1" NYLON OVER STRAPS 2 EACH CONTINOUS BENEATH LID, TRIM TO FIBER HEIGHT 142" ANGLE IRON OR 1 /2" WOOD TIMBER TO SUPPORT COVER. D PERMEABLE AGGREGATE -/ STAINLESS STEEL/GALVINIZED_ SCREWS, 4 EACH SOLID OR GRATED COVER CATCH BASIN NO 3 F221 EAST JORDAN IRON WORKS LOCKING RING AND COVER (OR APPROVED EQUAL) 2 STAINLESS STEEL CAP SCREWS. INFILLED SYNTTURFO APPROVED WATER TIGHT PLUG (TYP) 8" (PERF.) CPEP COLLECTOR PIPE 8" MIN ` COMPACTED BEDDING MATERIAL (PEA GRAVEL © PERF. CPEP OR NATIVE BACKFILL © CPEP) SECURE SYNTHETIC TURF TO CONCRETE COLLAR AND COVER WITH ADHESIVE CONCRETE COLLAR APPROVED WATERTIGHT CONNECTION COMPACTED SELECT BACKFILL MATERIAL / 45° ELBOW 6" CPEP =I 11- =I ID PLUG AND BLOCK WITH ENDCAP OR CONTINUE PIPE UNDISTURBED SUBGRADE TEE WYE 45° © SYNTHETIC TURF EAST JORDAN IRON WORKS LOCKING RING AND COVER (OR APPROVED EQUAL) 2 STAINLESS STEEL CAP SCREWS. APPROVED WATER TIGHT PLUG (TYP) 8" (PERF.) CPEP COLLECTOR PIPE 8" MIN CONCRETE COLLAR FLUSH WITH ADJACENT LANDSCAPE OR CONCRETE APPROVED WATERTIGHT CONNECTION COMPACTED SELECT BACKFILL MATERIAL J 45' ELBOW 6" CPEP I- ` COMPACTED BEDDING MATERIAL TEE WYE 4�° (PEA GRAVEL ® PERF. CPEP OR NATIVE BACKFILL ® CPEP) CLEANOUT @ LANDSCAPE OR CONCRETE NOT TO SCALE SEE SECTION A -A 1 /2" PRESSURE TREATED 4x4 SPACER TO PROVIDE ADDITIONAL SUPPORT INFILLED 2 SYNTHETIC TURF SYSTEM F210 ADJUST AS NEEDED CONCRETE CATCH BASIN WALL - PLUG AND BLOCK WITH ENDCAP OR CONTINUE PIPE UNDISTURBED SUBGRADE GENERATOR STUDIO TENANT SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER I DEVELOPER UNICO PROPERTIES LLC 1215 FOURTH AVENUE, SUITE 600 SEATTLE, WA 98161 UNICOPROP.COM ARCHITECT GENERATOR STUDIO LLC 1615 BALTIMORE AVE KANSAS CITY, MO 64108 816.333.6527 GENERATORSTUDIO.COM LANDSCAPE ENGINEER D.A. HOGAN & ASSOCIATES, INC. 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 206.285.0400 DAHOGAN.COM STRUCTURAL & CIVIL ENGINEER COUGHLIN PORTER LUNDEEN (CPL) 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 206.343.0460 CPLINC.COM MEP ENGINEER HENDERSON ENGINEERS 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 816.663.8700 HENDERSONENGINEERS.COM DEVELOPMENT ENGINEERING NJanders 05/10/2023ul ARCHITECT: MICHAEL J. KRESS LICENSE NO. 12779 SEAL SEATTLE SOUNDERSFC HEADQUARTERS & TRAINING CENTER 1901 OAKESDALE AVENUE SW RENTON, WA 98057 FIELD CONSTRUCTION ISSUE DATE: 05.01.2023 REV DESCRIPTION DATE PROJECT NO. 21032 DRAWN BY: REF CHK'D BY: EJG SHEET TITLE DRAINAGE DETAILS R-423877 r2T,HOGAN F221 © 2022 GENERATOR STUDIO LLC 4/412022 5:40:59 PM 5 4 3 2 00 I W U L 0 3" WASHWATER / QUICK COUPLER PIPING GATE VALVE #3 I 2" FLOW CONTROL SENSOR -MIN 36" M FROM MASTER VALVE 2" MASTER VALVE 4" PVC MAIN LINE BOOSTER PUMP ASSEMBLY, SEE MECHANICAL REDUCED PRESSURE BACKFLOW ASSEMBLY, SEE MECHANICAL 1 POINT OF CONNECTION -SCHEMATIC F230 NOT TO SCALE SURFACE VARIES MA 4" WATER SUPPLY AND IRRIGATION METERS, SEE CIVIL AS A CONDITION OF APPROVAL: THE MECHANICAL PLAN SUBMIT WITH THE BUILDING PERMIT APPLICATION SHALL PROVIDE PUMP SPECIFICATIONS TO DEMONSTRATE THAT THE PUMP FLOWRATE DOES NOT EXCEED THE MAXIMUM CONINUOUS FLOWRATE OF THE WATER METER (800 GPM FOR THE 4" SENSUS OMNI C2) AS A CONDITION OF APPROVAL: A MECHANICAL AND/OR PLUMBING PLAN SHALL BE INCLUDED WITH THE BUILDING PERMIT APPLICATION THAT DEMONSTRATES AN ADEQUATELY SIZED DRAIN IS PROVIDED FOR THE RPBA RELIEF VALVE. IN. 36" - FLUSH 12" ROUND PLASTIC VALVE BOX 3 2 I I 1 I � ----- � --- FLOW I � NOTES: O SET ALL PLASTIC VALVE BOXES ON PRECAST MASTER VALVE (-A CONCRETE BRICK ON FIRM SUBGRADE, BRICK O2 FLOW SENSOR TO BE MIN. (4) 4"x4"x8" 3O PROVIDE COMMUNICATION 50 PROVIDE NON -WOVEN 40Z. GEOTEXTILE AND 9" CABLE AND VOLTAGE WIRE MIN. DEPTH OF PEA GRAVEL BELOW ALL VALVES, 14 GAUGE, ALLOW A 24" COIL TYPICAL. AT EACH SPLICE. © STACK APPROVED PLASTIC VALVE BOXES TO INSURE VERTICAL CLEARANCE FOR MAINTENANCE; OVERLAP BOXES AT HALF OR MORE. 2 1 MASTER VALVE &FLOW SENSOR F230 NOT TO SCALE WALL MOUNTED VANDAL -RESISTANT BUILDING WALL CONTROLLER ASSEMBLY CONTROLER J CABINET w QLu TERMINAL BLOCK o w w �I-QLd 0 = z O Z~�Q 00 H N J F Z O O Q:� CD J Cn 142" CONDUIT TO POWER SOURCE INSTALL 5 AMP CIRCUIT A BREAKER IN ELECTRICAL SOURCE PANEL ° a a a 1 a a ° a a ° d a � �— VALVE SOLENOIDS DECODER FLOW 2 CONTROL �3O SENSOR I�VIVIIVIVIV LIVLI\VILIIVV VVII\L (IN PARALLEL) 4 IRRIGATION CONTROLLER SCHEMATIC F230 NOT TO SCALE MIN. 12" WIDE TRENCH (OR AS REQUIRED TO ALLOW ADEQUATE COMPACTION OF BACKFILL) FINISH GRADE 24" MIN. SPECIFIED SOD SPECIFIED TOPSOIL DUAL 48M DECODER OUTPUT MODULE #14 OF 24V ENERGIZING WIRE NEW PAVEMENT OR EXISTING PAVEMENT PATCH PER SPR STD. PLANS & SPECS (TYP.) 4 III• III II III � =11 000°000� Oo�o�O� Typ c DETECT -A -TAPE (BLUE) 6"ABOVE PIPE. n� CLEAN, COMPACTED, SUITABLE 12" MIN. COVER IMAN Ikvi--1_Tel391aa SCH 40 PVC MAIN LINE. BUNDLE CONTROLLER WIRES UNDER MAIN LINE ON OPPOSITE SIDE FROM SWING JOINTS (WHEN LATERAL & II II. O �j lI MAIN SHARE THE SAME IIII - II, TRENCH). NOTE: TAPE WIRES PER SPEC. BUT DO NOT TAPE BUNDLED WIRES TO MAIN LINE. MAIN LINE TRENCH Em 6" TYP 12" MIN. COVER 4" MIN. IRRIGATION SLEEVE TRENCHING UNDER SURFACE ABOVE VARIES 4" MIN. SIDEWALK \j \ o COMMON (IN PARALLEL) NOTES: 1. EXTEND 2 SPARE WIRES TO EACH VALVE MANIFOLD. LABEL EACH CONTROL WIRE WITH CONTROLLER STATION DESIGNATION. 2. USE SEPARATE COLORED JACKETED DECODER WIRE WIRE FOR EACH INDIVIDUAL VAULT LOCATION 2.1. NORTH -BLUE 2.2. WEST -RED 2.3. EAST -WHITE FINISH GRADE AWCUT EXISTING AVEMENT (THICKNESS TYP.) II III - DETECT —A —TAPE (BLUE & RED) SHALL BE 6" BELOW TOP OF TRENCH GRADE OVER EACH PIPE OR CONDUIT (TYP.) ALL BACKFILL SHALL BE MINERAL AGGREGATE TYPE 2 (1—Y4" MINUS CR) SCH.40 PVC SLEEVE WITH MAIN OR LATERAL LINES & CONTROL WIRES IN SEPARATE CONDUIT &/OR SLEEVE (TYP.) NOTES: 1. SLEEVE ID SIZE SHALL BE AT LEAST 2 TIMES GREATER THAN OD SIZE OF THE PIPE. 2. WIRES SHALL BE IN SEPERATE CONDUIT SLEEVE EXCEPT UNDER ROADS WITH HEAVY VEHICLE TRAFFIC. 3. SLEEVES SHALL BE REQUIRED UNDER ALL PAVED AREAS & WALL OR FOOTING PENETRATIONS. FINISH GRADE DETECT —A —TAPE (BLUE & RED) SHALL BE 6" BELOW TOP OF TRENCH GRADE OVER EACH PIPE OR CONDUIT (TYP.) SELECT NATIVE BACKFILL SCH.40 PVC SLEEVE WITH MAIN OR LATERAL LINES & CONTROL WIRES IN SEPARATE CONDUIT &/OR SLEEVE (TYP.) NOTES: 1. SLEEVE ID SIZE SHALL BE AT LEAST 2 TIMES GREATER THAN OD SIZE OF THE PIPE. 2. WIRES SHALL BE IN SEPARATE CONDUIT SLEEVE. /\ 3. SLEEVES SHALL BE REQUIRED UNDER ALL PAVED AREAS, CURBS, AND SYNTHETIC TURF, AND WHERE SPECIFICALLY SHOWN. 4. ALLOW FOR FLANGE SIZE ON ALL SLEEVES CARRYING HDPE PIPE. GENERATOR STUDIO TENANT SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER 1 DEVELOPER UNICO PROPERTIES LLC 1215 FOURTH AVENUE, SUITE 600 SEATTLE, WA 98161 UNICOPROP.COM ARCHITECT GENERATOR STUDIO LLC 1615 BALTIMORE AVE KANSAS CITY, MO 64108 816.333.6527 GENERATORSTUDIO.COM LANDSCAPE ENGINEER D.A. HOGAN & ASSOCIATES, INC. 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 206.285.0400 DAHOGAN.COM STRUCTURAL & CIVIL ENGINEER COUGHLIN PORTER LUNDEEN (CPQ 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 206.343.0460 CPLINC.COM MEP ENGINEER HENDERSON ENGINEERS 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 816.663.8700 HENDERSONENGINEERS.COM DEVELOPMENT ENGINEERING NJanders 05/10/2023 ARCHITECT: MICHAEL J. KRESS LICENSE NO. 12779 SEAL SEATTLE SOUNDERSFC HEADQUARTERS & TRAINING CENTER 1901 OAKESDALE AVENUE SW RENTON, WA 98057 FIELD CONSTRUCTION ISSUE DATE: 05.01.2023 REV DESCRIPTION DATE PROJECT NO. 21032 DRAWN BY: REF CHK'D BY: EJG SHEET TITLE IRRIGATION & WASHWATER DETAILS R-423878 DA HOGAN © 2022 GENERATOR STUDIO LLC 41412022 5:40:59 PM 3 IRRIGATION CONTROLLER -CABINET F230 NOT TO SCALE 2"CONDUIT FOR FIELD WIRES 5 TRENCHING FOR MAINLINE &LATERAL PIPE F230 NOT TO SCALE 4 3 3 A 1 F231 2 F231 THRUST BLOCK - TABLE MINIMUM BEARING AREA AGAINST UNDISTURBED SOIL SQUARE FEET PIPE PRESSURE P` B C D E SIZE PSI (100 PSI) 200 2/(1) 1 /(NONE)1 /(NONE) NONE NONE 4„ 300 3 2 2 2 2 1 1 1 NONE NONE 2 - 3/4" DIA. RODS FOR 10" SIZE & SMALLER 2 - 1 " DIA. RODS LARGER THAN 10" SIZE NOTE: ADDITIONAL BLOCKING MUST BE PROVIDED IF 9" MIN. GATE VALVE IS AT END OF LINE DURING TESTING. X X GATE VALVE SAFE BEARING LOADS IN LB./SQ. FT. THE SAFE BEARING LOADS GIVEN IN THE FOLLOWING TABLE ARE FOR HORIZONTAL THRUSTS WHEN THE DEPTH OF COVER OVER THE PIPE EXCEEDS 2 FEET. SOIL SAFE BEARING LOAD LB PER SQ. FT. *MUCK, PEAT, ETC. 0 SOFT CLAY 1,000 SAND 2,000 SAND & GRAVEL 3,000 SAND & GRAVEL CEMENTED WITH CLAY 4,000 HARD SHALE 10,000 * IN MUCK OR PEAT, ALL THRUSTS SHALL BE RESTRAINED BY PILES OR TIE RODS TO SOLID FOUNDATIONS OR BY REMOVAL OF MUCK OR PEAT AND REPLACEMENT WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUST. THRUST BLOCKING NOT TO SCALE NON-INFILLED SYNTHETIC TURF. ADHERE TURF TO LID FINISHED GRADE + + > - + N O + + U 6" PVC + RISER PIPE - GATE VALVE NOT TO SCALE PVC MAINLINE (TYP.) 12" 319 90° BEND B CAP 22 1 /2° BEND NOTES: TEE 45` BEND E 11 1/4° BEND 1. SQUARE FEET OF CONCRETE THRUSTS - BLOCK AREA BASED ON SAFE BEARING LOAD OF 2000/(3000) POUNDS PER SQUARE FOOT. 2. AREAS MUST BE ADJUSTED FOR OTHER SIZE PIPE, PRESSURES & SOIL CONDITIONS. 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE & HAVE MINIMUM OF 1 /4 SQUARE FOOT BEARING AGAINST THE FITTING. 4. BLOCK SHALL BEAR AGAINST FITTINGS ONLY & SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING JOINT. 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. CARSON 1419-12 JUMBO VALVE BOX OR EQUAL NOTES: 0 3-4" BRASS GATE VALVE, FLANGED INLET/OUTLET, SIZED PER THE DRAWINGS OR ASSOCIATED INLET -SIDE PIPE A(O-. SCH 80 PVC FLANGE EPDXY COATED IRON BODY RESILIENT SEAL GATE VALVE : Ar ® SQUARE -NUT ACTUATOR (PROVIDE 2 KEYS G °. PER PROJECT) BAC K FI LL OPVC MAINLINE 3 F231 4 F231 1 SAND -BASED F210 NATURAL TURF FIELD - + + + + + + + + + _t - + + + + + + + + + + + + + +. + + + + + + - + + + + + c, v D p v D j p p v 0 s L� p V Q s L� p V Q s �o o oa a o oa I 1" FEMALE ACME x MALE ACME 90 #31 " MIPT x MALE ACME INLET 2 INFILLED SYNTHETIC TURF F210 i 1 SCH 40 I STREET 1" FEMALE ACME x MALE ACME 90 #31 " MIPT x MALE ACME INLET NON-INFILLED SYNTHETIC TURF. ADHERE TURF TO LID 15" - 2" f CONCRETE CURB SURFACE VARIES ASPHALT PAVING NOTES: 12.00v O BRASS QUICK COUPLING D VALVE 16.00" RUBBER CAP © ® GALVANIZED NIPPLE STAINLESS STEEL CLAMP v 1 " SCH 80 - ® SPORTSFIELD SPECIALTIES ST - TURFCOOL OR APPROVED EQUAL VALVE BOX WITH REMOVABLE LID 1 " FEMALE " ACME x MIPT © PEA GRAVEL 1 SWING ARM LAY LENGTH AS REQUIRED TO PROVIDE FOR ADJUSTABILITY AT INSTALLED DEPTH (MIN 12")7. INSTALL 4" PERF. CPEP DRAIN TO NEAREST LATERAL FROM EACH QUICK COUPLING VALVE BOX MAINLINE NATURAL TURF FIELDS 15" II O II II 0 (:7 u b u b f � 00 c ® O � 1 " FEMALE ACME x MIPT 1" SWING ARM LAY LENGTH AS REQUIRED TO PROVIDE FOR ADJUSTABILITY AT INSTALLED DEPTH (MIN 12") MAINLINE INDOOR FACILITY QUICK COUPLING VALVE & BOXES NOT TO SCALE BOND SYNTHETIC TURF TO CONCRETE COLLAR. RECESS DEPTH AS REQUIRED TO VAULT COVER ALLOW FLUSH TRANSITION BETWEEN GROUND SLEEVE PLUG AND ADJACENT NATURAL TURF TURF. CONCRETE COLLAR 48" AGGREGATE BASE AND SYNTHETIC TURF SURFACING ,boo aoo�oa . a 00 oa o ,o "oo 00 BACKFILL WITH STONE TO ANTI - FLOTATION RING 0 12" DRAINAGE STONE .B BELOW REEL CASESoslvoo/ 11 \ 'S o08000008�a o 0 00o��o&O0000r�� 1 2" 4" DRAINAGE / \ NEW PUNDERGROUND \\�\0\�\\\\�O\/\\\ /i DRAINAGE SYSTEM COMPACTED SUBGRADE IN -GROUND HOSE REEL NOT TO SCALE FINISH GRADE GENERATOR STUDIO TENANT SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER I DEVELOPER UNICO PROPERTIES LLC 1215 FOURTH AVENUE, SUITE 600 SEATTLE, WA 98161 UNICOPROP.COM ARCHITECT GENERATOR STUDIO LLC 1615 BALTIMORE AVE KANSAS CITY, MO 64108 816.333.6527 GENERATORSTUDIO.COM LANDSCAPE ENGINEER D.A. HOGAN & ASSOCIATES, INC. 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 206.285.0400 DAHOGAN.COM STRUCTURAL & CIVIL ENGINEER COUGHLIN PORTER LUNDEEN (CPQ 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 206.343.0460 CPLINC.COM MEP ENGINEER HENDERSON ENGINEERS 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 816.663.8700 HENDERSONENGINEERS.COM DEVELOPMENT ENGINEERING NJanders 05/10/2023 ARCHITECT: MICHAEL J. KRESS LICENSE NO. 12779 \G GG O adll �b� s LJ LJ \ tiN �o SEAL SEATTLE SOUNDERSFC HEADQUARTERS & TRAINING CENTER 1901 OAKESDALE AVENUE SW RENTON, WA 98057 FIELD CONSTRUCTION ISSUE DATE: 05.01.2023 REV DESCRIPTION DATE PROJECT NO. 21032 DRAWN BY: REF CHK'D BY: EJG SHEET TITLE IRRIGATION & WASHWATER DETAILS R-423879 F231 DA HOGAN © 2022 GENERATOR STUDIO LLC 41412022 5:40:59 PM 5 4 0o (V I O I 0 W HINGED CORRUGATED LOCKING COVER WITH ADJUSTABLE NON-INFILLED SYNTHETIC TURF. INSTALL VAULT WITH FRAME ADHERE TURF TO COVER SYNTHETIC TURF COVER FLUSH TO ADJACENT FINISH GRADE D + + °° + . ° + +I + 4 1 + ° + 2O TO ZONE ° SPRINKLERS + , +1 ° NOTES: o d io 10 AUTOMATIC SOLENOID VALVE d WATERTIGHT WIRE 0 CUT MINIMUM OPENING FOR SPLICES (TYP.) PIPE. ° APPROVED O3 36" LOOP, EACH WIRE RUN ° SIGNAL DECODER 4. INSTALL GROUND ROD AT EACH VALVE VAULT PER N.E.C. TO o 0 0 0 0 0 0 0 0 0 0 o GROUND IRRIGATION DECODERS o 0 0 0 0 0 0 0 0 0 0 7 o 0 0 0 0 0 0 0 0 0 0 0 0 12» III _ AGGREGATE BASE CONTROL WIRE CABLE CL 315 MAINLINE (TYP.) SECTION B — B THROUGH VAULT HINGED CORRUGATED INSTALL VAULT WITH SYNTHETIC LOCKING COVER WITH NON-INFILLED SYNTHETIC TURF. C TURF COVER FLUSH TO ADJUSTABLE FRAME ADHERE TURF TO COVER ADJACENT FINISH GRADE 0 A 1 F232 + + + + 1 +. + + + + + + + VAULT, 57.5" X 22" X 22.5" + + + lots + DEEP INSIDE DIMENSION; + + + + + ° + OLDCASTLE UTILITY VAULT + + 4 38-TA OR EQUAL CL O O O O o00 4 GROUT ALL PENETRATIONS 4" PERFORATED CPEP 4 ° ° 4 12" AGGREGATE BASE a° 0 v 0 0 0 0 0 0 v 0 v CON CT TO �0000000000000 00000a SUBSUR CE V7717177000000000000 000000� DRAINAGE STEM o0000000000000000000000000000� CF_(`TIr)I\l A — A TLIGDnI 1I- 1(`U \/AI II T SCH 80 SCH 80 f 2" SCH f SLIP PREFOR SCH TOE NIF REN CONT V� PREFORMED SCH 80 TOE NIPPLE 2" SCH 80 PVC SLIP UNION 2" SCH 80 PVC NIPPLE REMOTE CONTROL VALVES & VAULT IN FIELD NOT TO SCALE PLAN SCH 80 ELBOW E (� 2 �31 3" SCH 80 ELBOW FROM SUPPLY SCH 80 EADED ,PTER 9 N 1 SAND —BASED F210 NATURAL TURF FIELD PLASTIC SPRAY NOZZLE (SEE IRRIGATION SCHEDULE) 911l1ywe] :7_1e72 + + + + + + + + POP UP + + + + + + + IRRIGATION HEAD + + + + + + + + + + + + + 1" SCHEDULE + + + + + + + 80 STREET ELL + + + + + + t 1 " FEMALE ACME U p 0 0 s U p 0 0 s U p 0 0 s o o o x MIPT 1 " SWING JOINT LAY LENGTH IRRIGATION LATERAL o nQ D _ �e D AS REQUIRED TO PROVIDE FOR ADJUSTABILITY AT INSTALLED DEPTH I ' 1" FEMALE ACME x I I I I I I MALE ACME 2 IRRIGATION ROTOR HEAD F232 NOT TO SCALE PROVIDE THREADED BRASS FEMALE HOSE AND CAM -LOCK ASSEMBLY CAM -LOCK RECIEVER 12 "X 18"X 18"D TRAFFIC RATED METAL LID PRECAST CONCRETE VAU LT 12" d I I I I I I I d da° I I I 4„ ° 6" PEA ° GRAVEL 4 ° d GEOTEXILE a ° ° FABRIC D Off/ U d ° V p• Dr� D .tr� - • _8 n ram) o v Q ✓) p ° a D D a. SLIP THREAD BUSHING SCH 40 GALV Al THRUST BLOCK ° ^ d � J SCH 40 GALVANIZED J J d ° L _ MIN. 6' MAX. 8' 3 CAM LOCK HIGH -FLOW HOSE CONNECTION F232 NOT TO SCALE 3" LOCKING "TEE" COVER, GREEN, LABELED "IRRIGATION" -1 — LANDSCAPE l�- CARSON 1419-12 JUMBO } VALVE BOX OR EQUAL 6" PVC RISER PIPE BRASS BALL VALVE ('_6 F-2.3 SCH. 40 PVC OUT R-423880 HOGAN GENERATOR STUDIO TENANT SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER / DEVELOPER UNICO PROPERTIES LLC 1215 FOURTH AVENUE, SUITE 600 SEATTLE, WA 98161 UNICOPROP.COM ARCHITECT GENERATOR STUDIO LLC 1615 BALTIMORE AVE KANSAS CITY, MO 64108 816.333.6527 GENERATORSTUDIO.COM LANDSCAPE ENGINEER D.A. HOGAN & ASSOCIATES, INC. 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 206.285.0400 DAHOGAN.COM STRUCTURAL & CIVIL ENGINEER COUGHLIN PORTER LUNDEEN (CPL) 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 206.343.0460 CPLINC.COM MEP ENGINEER HENDERSON ENGINEERS 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 816.663.8700 HENDERSONENGINEERS.COM DEVELOPMENT ENGINEERING NJanders 05/10/2023 ' MOP ARCHITECT: MICHAEL J. KRESS LICENSE NO. 12779 SEAL SEATTLE SOUNDERSFC HEADQUARTERS & TRAINING CENTER 1901 OAKESDALE AVENUE SW RENTON, WA 98057 FIELD CONSTRUCTION ISSUE DATE: 05.01.2023 REV DESCRIPTION DATE PROJECT NO. 21032 DRAWN BY: REF CHK'D BY: EJG SHEET TITLE IRRIGATION & WASHWATER DETAILS F232 © 2022 GENERATOR STUDIO LLC 41412022 5:40:59 PM 4 3 2 1 1 0o (V I O I W I— D 13 A STK-2 SYNTHETIC TURF VAH ROTOR & ENCLOSURE SYSTEM 4" MIN., � o o C o 1 HEAD & VALVE F233 % NOT TO SCALE PLAN VIEW u O SECTION 0 b 0 16 D 13 CD 17 10 v 0 D CD 15 0 D CD � o n 12 O HUNTER ST173026B* COMPOSITE BOX & 2-PIECE POLYMER -CONCRETE LID ASSEMBLY WITH CAST -IN OPENING TO SUPPORT ROTOR LATERAL THRUST PLUS CAST IN OPENING WITH CIRCULAR COVER FOR QUICK COUPLER ACCESS 2O SYNTHETIC TURF OR RUNNING TRACK MATERIAL ATTACHED TO COVERS O3 FINISHED GRADE SET TO FIELD PERIMETER TURF NAILER -PARALLEL TO FIELD/TRACK EDGE O4 2" X 4" TURF NAILER AS PER SPECIFICATION ALL SIDES 5O HUNTER STG-900 WITH RUBBER COVER KIT 473900 INSTALLED 6O HUNTER STVBVFK KIT - INCLUDES HUNTER ICV-151 G, 1 Y2" BALL VALVE (235 PSI RATED) PLUS ACME PIVOT CONNECTION FITTINGS 7O. CONTROL VALVE SLEEVE, 8" DIAMETER X 1 1 " TALL WITH 2 NOTCHED SECTIONS FOR PIPING 8O BALL VALVE SLEEVE, 6" DIAMETER X 1 1 " TALL WITH 2 NOTCHED SECTIONS FOR PIPING 9O HUNTER 239800 ROTOR ADAPTER FITTING WITH 2 ACME PIVOT POINTS 10 HUNTER ST2008VA PREFABRICATED 2" SCH 80 PVC SWING JOINT WITH 6 ACME PIVOT POINTS TO PROVIDE MULTI -AXIS ARTICULATION AND ALIGNMENT OF ROTOR TO THE OPENING IN ENCLOSURE COVER 11 HUNTER HQ5RC QUICK COUPLING VALVE 12 SUPPLY PIPING AND FITTINGS - 3" MINIMUM FROM MAINLINE THROUGH TO ST2008VA SWING JOINT 13 SCH 80 PVC RISER SUPPLY PIPING AND FITTINGS - 1 " MINIMUM 14 ACME THREADED PIVOTING POINTS (9 TOTAL) 15. WASHED PEA GRAVEL 16. 5/8" X 30" REBAR STAKE AND STAINLESS STEEL STRAPPING 17. COMPACTED FIELD BASE MATERIAL 18. PROVIDE 4" PERFORATED CPEP LATERAL PIPE TO EXISTING FILED DRAINAGE COLLECTOR 19. WATERPROOF CONNECTIONS PER SPECIFICATION �0 TOP OF QUICK COUPLER SET 1 /2" BELOW UNDERSIDE OF ENCLOSURE COVER OGRAVEL LEVEL 5" BELOW UNDERSIDE OF ENCLOSURE COVER (TO BOTTOM OF ROTOR'S COMPARTMENT) �2 ELEVATION OF SWING JOINT'S INLET - SET SECOND PIVOT POINT ON SWING JOINT WITH BOTTOM OF ENCLOSURE PER SIDE VIEW DETAIL DRAWING (26" BELOW ENCLOSURE TOP) �3 LOCATION OF SWING JOINT'S INLET - SET INLET AT CENTERLINE EDGE OF ENCLOSURE COVER PER TOP VIEW DETAIL DRAWING. INLET CAN BE SET DIRECTLY BELOW ENCLOSURE RIM AT CENTERLINE. INLET MUST NOT BE SET CLOSER TO ROTOR THAN SHOWN. &OCATION OF QUICK COUPLER INLET PIPING - MEASURE INLET PIPING LOCATION AT TOP RIGHT HAND CORNER OF ENCLOSURE - 5" FROM TOP EDGE AND 5" FROM SIDE EDGE. *ENCLOSURE DIMENSIONS 2 - PIECE COVER - 17" X 30" EXPOSED RIM - 20" X 33" OVERALL HEIGHT - 26" BASE PAD - 27" X 41" GENERATOR STUDIO TENANT SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER 1 DEVELOPER UNICO PROPERTIES LLC 1215 FOURTH AVENUE, SUITE 600 SEATTLE, WA 98161 UNICOPROP.COM ARCHITECT GENERATOR STUDIO LLC 1615 BALTIMORE AVE KANSAS CITY, MO 64108 816.333.6527 GENERATORSTUDIO.COM LANDSCAPE ENGINEER D.A. HOGAN & ASSOCIATES, INC. 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 206.285.0400 DAHOGAN.COM STRUCTURAL & CIVIL ENGINEER COUGHLIN PORTER LUNDEEN (CPL) 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 206.343.0460 CPLINC.COM MEP ENGINEER HENDERSON ENGINEERS 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 816.663.8700 HENDERSONENGINEERS.COM DEVELOPMENT ENGINEERING NJanders 05/10/2023 ' ARCHITECT: MICHAEL J. KRESS LICENSE NO. 12779 \G J G O O adllflb� ..i NN V �o 10123\ �\ SEAL SEATTLE SOUNDERSFC HEADQUARTERS & TRAINING CENTER 1901 OAKESDALE AVENUE SW RENTON, WA 98057 FIELD CONSTRUCTION ISSUE DATE: 05.01.2023 REV DESCRIPTION DATE PROJECT NO. 21032 DRAWN BY: REF CHK'D BY: EJG SHEET TITLE IRRIGATION & WASHWATER DETAILS R-423881 HOGAN F233 © 2022 GENERATOR STUDIO LLC 41412022 5:40:59 PM 4 .�7 2 I 1 C B A 1.66" MID -RAIL WHERE SPECIFIED 2 FOOTING DEPTH AND DIAMETER F240 "EYE" TOP 1.66" O.D. TOP & BOTTOM RAIL CHAIN LINK FENCE FABRIC, FINISHED WIRE SIZE AND MESH AS SPECIFIED 7G TENSION WIRE WHERE SPECIFIED SURFACE AND FINISH GRADE VARIES CONCRETE CURB CONCRETE FOOTING CAST DOMED /k CAP I \ SET SCREW (Z)TERMINAL POST CAP TOP RAI L / "EYE" TOP CAP ©LINE POST CAP KNUCKLED TOP & BOTTOM © FABRIC SELVAGE (SEE SCHEDULE) =III= TAIL OF TIE III —I 1= ALWAYS III AGAINST r —111= a IIIIII� POST & POST LOCKED FOOTIN =1 I El UNDER 2 AND C......_. _.. » IIIIIIIIIIIIIIII III=III= 4 = 1= 11=1 I M I I F240 II COMPACTED SUBGRADE (SEE SCHEDULE) a OR UNDISTURBED SOIL DO FABRIC TIE III 1 =111 llh= CHAINLINK FENCING ELEVATION & SECTION -11-III-III-iI F240 / NOT TO SCALE FENCING TYPE 10' HIGH WITH 10' HIGH 4HIGH 15' NETTING FENCING FENCING CORNER POST PIPE 8 X-STRONG PIPE 4 STD 2.875" OD TERMINAL POST PIPE 8 X-STRONG PIPE 4 STD 2.875" OD LINE POST PIPE 8 STD PIPE 4 STD 2.375" OD FOOTING DEPTH 7'-0'$ [5'-6$'] 60" 24" FOOTING DIAMETER 30" 12" 12" TOP RAIL HT. 10' 10' 4' INTERMEDIATE RAIL HTS. 5' 5' - - - BOTTOM RAIL HT 1,> 1,> 1„ TENSION WIRE HTS. 2' 2' 2' 2 CHAINLINK SCHEDULE F240 NOT TO SCALE KAIKI i:)'—n"n r CI FOOTIN 2 N AND [ F240 (SEE S 3 SINGLE SWING GATE F240j NOT TO SCALE FINISHED GRADE WHERE SPECIFIED 3 F210 FENCING NOTES: 1. ALL FENCING FABRIC SHALL BE 2" MESH NO. 9 GAUGE FINISHED STEEL WIRES WITH BLACK VINYL COATING EXCEPT FOR DESIGNATED SECTIONS OF THE BACKSTOP FENCING WHICH SHALL INCLUDE NO. 6 GAUGE FINISHED STEEL WIRES WITH BLACK VINYL COATING. 2. ALL POSTS, RAILS, BRACES, POST TOPS, STRETCHER BARS, BANDS, ETC. SHALL BE PAINTED BLACK. 3. TENSION WIRES AND WIRE TIES SHALL INCLUDE A BLACK VINYL COATING. 4. MAXIMUM POST SPACING: 10' ON CENTER. 5. ALIGN POSTS SO THAT FENCE FABRIC IS INSTALLED IN A CONTINUOUS, STRAIGHT LINE, REGARDLESS OF FENCE POST DIAMETER 6. ALL POSTS SHALL BE ASTM A53, GRADE B, SCHEDULE 40 UNLESS NOTED OTHERWISE. 7. [X'-X"] INDICATES FOOTING DEPTH FOR LINE POST. 2-7/8"O.D. TERMINAL, CORNER OR GATE POSTS (TYP.) 9-GA. ALUM. WIRE TIES © 12" O.C. \ (FOR GALV. FENCING) OR 8-GA. WITH 9-GA. CORE WIRE (FOR COLOR COATED FENCING TYP.) 'BULLDOG INDUSTRIAL' OR BOX HINGES FOR 6" ADD LARGER POSTS (2 PER LEAF TYP.) 3/8" TRUSS ROD DIAGONAL BRACES (TYP.) 1-5/8"O.D. MIDDLE RAIL (TYP.) HEAVY DUTY LOCKABLE GATE LATCH (TYP.) TENSION BAR BANDS/CLIPS © 12' O.C. (TYP.) 5/8" TENSION BAR (TYP.) TENSION WIRE (TYP.) FABRIC ® 1-1/2" (MAX.) ABOVE FINISHED GRADE ® GATE AND FENCING (TYP.) 1-5/8"O.D. BOTTOM RAIL (TYP.) LVAGE 1 " ABOVE TOP RAIL -5/8" O.D. TOP RAIL (TYP.) DST CAP OA RMINAL OR CORNER POSTS -7/8" O.D. SCH.40 STEEL PIPE )R AS SPECIFIED) MESH, CHAIN LINK FABRIC, GA. (FOR GALVANIZED FENCES), NSION BAR (TYP.) TENSION BAR NDS/CLIPS @ 15" O.C. (TYP.) -5/8" O.D. INTERMEDIATE RAIL lHERE APPLICABLE) GA. TIES ALONG TOP, INTERMEDIATE, & )TTOM RAILS @ 18" O.C. (TYP.) NSION WIRE (TYP.) -5/8" O.D. BOTTOM RAIL (TYP.) DISH GRADE OPE TO DRAIN WHERE CURB IS SPECIFIED _-ONCRETE FOOTING r2 DEPTH AND DIAMETER (SEE SCHEDULE) F240 III II COMPACTED SUBGRADE VARIANCE FOR FENCE HEIGHT TO BE SUBMITTED AT A LATER DATE. N 0 1 0 6 WIND SCREEN F240 NOT TO SCALE LD BALL CONTROL NETTING 1 1 CHAIN LINK OVER 10' HT. CHAIN ... F241 F240 FENCE LINK FENCE 1 0' ..... ............. ........... F240 / NOT TO SCALE A SWINGING GATES W/ LOCKING FULCRUM LATCH f 5 DOUBLE SWING GATE F240 j NOT TO SCALE U. RAly ROE =VE 1 F7" n n 40.00' - 52.00' - 4" O.D. POST CHAIN LINK FENCE NCING 2 ) E FOR DEPTH F240 �� CHAIN LINK FENCE GATE POST FULCRUM LATCH 8 1 GATE LATCH 15" O.C. GROMMET AND ZIP TIE INCLUDE MIDDLE SELVAGE HOLD ALL SCREENS 12" UP FROM FINISHED GRADE TERMINATE AT TENSION BAND AT POST F240 NOT TO SCALE - DOUBLE WHEEL OUTSIDE OF ENCLOSURE TOP RAIL O O onl I IAI/- l-ATC ROI I ING GATF GROMMET 'ROMMET GROMMET E FRAME GENERATOR STUDIO TENANT SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER I DEVELOPER UNICO PROPERTIES LLC 1215 FOURTH AVENUE, SUITE 600 SEATTLE, WA 98161 UNICOPROP.COM ARCHITECT GENERATOR STUDIO LLC 1615 BALTIMORE AVE KANSAS CITY, MO 64108 816.333.6527 GENERATORSTUDIO.COM LANDSCAPE ENGINEER D.A. HOGAN & ASSOCIATES, INC. 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 206.285.0400 DAHOGAN.COM STRUCTURAL & CIVIL ENGINEER COUGHLIN PORTER LUNDEEN (CPL) 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 206.343.0460 CPLINC.COM MEP ENGINEER HENDERSON ENGINEERS 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 816.663.8700 HENDERSONENGINEERS.COM DEVELOPMENT ENGINEERING Hnanders 05/10/2023 ARCHITECT: MICHAEL J. KRESS LICENSE NO. 12779 \G J7nGG O a�l 111b1� s LJ LJ \ tiN �o FX P . SEAL _OCKING -ATCH CRUM SEATTLE AT ROLLING GATE PIPE TRUCK 1 F240 SOUNDERS FC HEADQUARTERS & TRAINING CENTER 1901 OAKESDALE AVENUE SW RENTON, WA 98057 FIELD CONSTRUCTION ISSUE DATE: 05.01.2023 REV DESCRIPTION DATE PROJECT NO. 21032 DRAWN BY: REF CHK'D BY: EJG SHEET TITLE FENCING DETAILS 23882 BAN F240 © 2022 GENERATOR STUDIO LLC 41412022 5:40:59 PM 5 4 3 2 GENERATOR STUDIO u VARIANCE FOR FENCE HEIGHT TO BE SUBMITTED AT A LATER DATE. C 0 A 25HT. END POST AND LINE POST SIZE PER SCHEDULE 15' HT. NETTING 10' HT. CHAINLINK FENCING MAX 160LF CABLE NETTING POSTS @ 20'-0" OR 30' 0" O.C. _ 1 /2 ON -CENTER DISTANCE (18" MAX NET CABLE SAG) SEE TOP CORNER CABLE & RIGGING INSET 0 SEE TOP EDGE SUPPORT INSETO2 CONNECTION NOTES: EE INTERMEDIATE NET UPPORT INSET. INSTALL @ ' O.C. VERTICAL SEE VERTICAL CABLE RIGGING INSET KNOTLESS 1.75" SQ. NYLON BALL CONTROL NETTING 1 12"MIN, 18"MAX SAG AT CENTER OF CABLE KNOTLESS 1.75" SQ. NYLON BALL CONTROL NETTING 10 TOP CORNER; EYE BOLT SIZED TO ACCOMMODATE BOTH THE LIMIT ON GAP BETWEEN THE POLE AND THE VERTICAL CABLE AND THE CONNECTING LINKS FOR BOTH THE VERTICAL AND HORIZONTAL SUPPORT CABLES. PROVIDE (1) TURNBUCKLE AT EACH END OF EACH CABLE. 2� TOP EDGE OF BALL CONTROL NET ASSEMBLY HELD TO THE SUPPORT CABLE WITH GALVANIZED OR STAINLESS STEEL OR ALUMINUM THREADED LINK, SNAP LINK, OR CARABINER-TYPE CONNECTOR WITH APPROVED BLACK FINISH. SIZE TO ALLOW SPACING NO LESS THAN 12" O.C. BUT NO GREATER THAN 21 " O.C. TO REDUCE ROPE BORDER SAG BETWEEN CONNECTIONS. 30 LOOSE VERTICAL CONNECTIONS TO BE VIA BLACK VINYL OR POLYESTER SNAP -CLIP SPACED 12"-15" O.C. ® BOTTOM VERTICAL SUPPORT CABLE CONNECTION TO INCLUDE A TURNBUCKLE FOR ADJUSTMENT. O5 BALL CONTROL NET ASSEMBLY BOTTOM EDGE CONNECTION TO BE VIA HEAVY DUTY, UV -RESISTANT, NYLON ZIP TIE 12"-15" O.C. DIRECTLY TO CHAIN LINK FABRIC BELOW THE TOP RAIL. CLF FABRIC TO BE INSTALLED ON THE FIELD SIDE OF THE FRAMEWORK. BALL CONTROL NET TO BE SECURED TO THE FIELD SIDE OF THE FINISHED CHAIN LINK FENCE ASSEMBLY BELOW THE TOP RAIL. © MAIN VERTICAL SUPPORT CABLE CONNECTION TO POLE AT 12' - 15' O.C., MATCH TOP TAB OR FLANGE A 1 1 BALL CONTROL & CABLE -FENCING & NETTING DETAIL F241 % NOT TO SCALE B TOP CORNER CABLE & RIGGING NOT TO SCALE I (INCLUDE 1 TURNBUCKEL MIN., 2 FOR SPANS EXCEEDING 30') �r.1 TOP EDGE SUPPORT x HARDWARE NOTES: NOT TO SCALE VERTICAL EDGE SUPPORT NOT TO SCALE OA EYE BOLT LOCATED NEAR TOP OF POLE ASSEMBLY. PLACEMENT TO ACCOUNT FOR POTENTIAL OF UP TO 18" OF SAG IN THE TOP SUPPORT CABLE AT 70LBF TENSION WITH THE NETTING IN PLACE. MAX SPACING BETWEEN HORIZONTAL CABLE ENDS 120LF < GALVANIZED OR STAINLESS STEEL THREADED MASTER LINK CARABINER OR APPROVED EQUAL, 1 /2" x1-1.5" PROVIDE HORIZONTAL HARDWARE WITH APPROVED BLACK FINISH. CO GALVANIZED STEEL THIMBLE SIZED FOR THE SPECIFIED WIRE ROPE; USE AT ALL CABLE TERMINATIONS. OD GALVANIZED STEEL WIRE ROPE, 5/16" 0. OE WIRE ROPE CONNECTOR, U-BOLT TYPE. MIN. TWO PER CONNECTION OR AS NEEDED. OF VINYL TAPE TRIPLE WRAP ALL CUT WIRE ENDS. OG PRE -FABRICATED BALL CONTROL NET ASSEMBLY TO BE PROVIDED WITH A CONTINUOUS 5/8 "0 NYLON ROPE BORDER. HO BLACK VINYL OR POLYESTER SNAP -CLIP FOR VERTICAL CABLE -TO -ROPE CONNECTIONS ONLY < GALVANIZED OR STAINLESS STEEL TURNBUCKLE, 1 /2 " x 12". VERTICAL CABLE RIGGING NOT TO SCALE �C1 CONNECTION @CHAIN LINK FENCE NOT TO SCALE INTERMEDIATE NET SUPPORT NOT TO SCALE TENANT SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER I DEVELOPER UNICO PROPERTIES LLC 1215 FOURTH AVENUE, SUITE 600 SEATTLE, WA 98161 UNICOPROP.COM ARCHITECT GENERATOR STUDIO LLC 1615 BALTIMORE AVE KANSAS CITY, MO 64108 816.333.6527 GENERATORSTUDIO.COM LANDSCAPE ENGINEER D.A. HOGAN & ASSOCIATES, INC. 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 206.285.0400 DAHOGAN.COM STRUCTURAL & CIVIL ENGINEER COUGHLIN PORTER LUNDEEN (CPL) 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 206.343.0460 CPLINC.COM MEP ENGINEER HENDERSON ENGINEERS 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 816.663.8700 HENDERSONENGINEERS.COM ARCHITECT: MICHAEL J. KRESS LICENSE NO. 12779 SEAL SEATTLE SOUNDERSFC HEADQUARTERS & TRAINING CENTER 1901 OAKESDALE AVENUE SW RENTON, WA 98057 FIELD CONSTRUCTION ISSUE DATE: 05.01.2023 REV DESCRIPTION DATE PROJECT NO. 21032 DRAWN BY: REF CHK'D BY: EJG SHEET TITLE NETTING DETAILS rDA HOGAN F241 © 2022 GENERATOR STUDIO LLC 41412022 5:40:59 PM 5 4 I 2 00 (V i O i Lu u 0 A (_2INFILLED SYNTHETIC lllF! TURF (TYP.) 1 F250 FINISH GRADE INFILL MATERIAL TO BE FLUSH WITH TOP OF CONCRETE CURB STAPLE AS REQUIRED TO ANCHOR TURF SYNTHETIC TURF EDGE ANCHOR EDGE ANCHOR AT CONCRETE CURB NOT TO SCALE r2__'� INFILLED SYNTHETIC F210 TURF (TYP.) 2 F250 3 F250 FINISH GRADE 3 SYNTHETIC TURF F250 EDGE ANCHOR -12"0 - INFILL DEPTH a ° a a ° °Q a 24" a I ° ° a ° 5 6" DEPTH CONCRETE PAVING F210 INSTALL WITH 6X6-9 GAUGE WELDED WIRE MESH SYNTHETIC TURF FIELD THICKENED CONCRETE EDGE STAPLE AS REQUIRED TO ANCHOR TURF C, o O D u b 0 ue� 12"x6" THICKENED EDGE AROUND ENTIRE PERIMETER OF CONCRETE PAD EDGE ANCHOR AT CONCRETE THICKENED EDGE NOT TO SCALE WEDGE ANCHOR POWER LOAD/ RAM —SET SYNTHETIC TURF EDGE ANCHOR -NOTE NOT TO SCALE CHAINLINK 1 FENCE F240 CONCRETE 3 CURB F210 CONCRETE CURB TO BE FLUSH WITH ADJACENT SURFACE ADJACENT SURFACE MAY VARY _ FINISH GRADE INFILL MATERIAL TO BE FLUSH WITH TOP OF THICKENED CONCRETE EDGE (2) #4 CONTINUOUS FENCE POST FOOTING NOTE: ALTERNATE TOOLED JOINTS AND EXPANSION JOINTS 10' O.C. a I a 6„ b, '7 NOTES: 1. THE PLASTIC EDGE ANCHOR MAY BE TEMPORARILY SET WITH POWER —LOADS PLACED AT THE CONTRACTORS OPTION TO ASSIST IN ESTABLISHING THE PROPER LINE AND GRADE. THIS TEMPORARY HARDWARE MAY REMAIN AFTER FINAL INSTALLATION. 2. THE CONTRACTOR MAY CHOOSE TO UTILIZE STEEL POWER —LOAD DRIVEN OR RAM —SET CONCRETE ANCHOR NAILS, MINIMUM SHANK DIAMETER 5/32", MINIMUM HEAD/WASHER DIAMETER 3/8", SUFFICIENT LENGTH TO INSURE A MINIMUM 2" EMBEDMENT. INDIVIDUAL ANCHORS SHALL DEVELOP A MINIMUM 450LB SHEAR, 350LB TENSION IN 4,000PSI CONCRETE AT 2" EMBEDMENT. 3. ONCE INITIAL LINE AND GRADE HAS BEEN ESTABLISHED, INSTALL THE SPECIFIED RAM —SET OR POWER —LOAD DRIVEN CONCRETE ANCHORING NAILS IN MANNER CONSISTENT WITH THE APPROVED MANUFACTURERS PRINTED INSTRUCTION AND THE SPECIFIED SPACING. 4. WEDGE ANCHOR TO BE SET AT MIDDLE 50% OF EACH BOARD. 30" O.C. MAX., 4-6" FROM ENDS. 5. MINIMUM REQUIREMENTS FOR CONCRETE ANCHOR NAIL INSTALLATION DEPTH OF EMBEDMENT: 2" OR AS RECOMMENDED BY THE ANCHOR SUPPLIER, WHICHEVER IS GREATER. HORIZONTAL SPACING: NO GREATER THAN 21 " ON CENTER AND 6" FROM END OF ANY LENGTH OF LUMBER. STAGGER THE SPACING OF EACH ANCHOR UP AND DOWN WITHIN THE MIDDLE ONE—HALF THE FACE OF THE RECYCLED EDGE ANCHOR. 21" 21" 21" f (TYP) �f (TYP) �f (TYP) 6" UPPER 25% I — — — — — — — — — — — — — — — — — — — MIDDLE 50% LOWER 25% GENERATOR STUDIO TENANT SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER 1 DEVELOPER UNICO PROPERTIES LLC 1215 FOURTH AVENUE, SUITE 600 SEATTLE, WA 98161 UNICOPROP.COM ARCHITECT GENERATOR STUDIO LLC 1615 BALTIMORE AVE KANSAS CITY, MO 64108 816.333.6527 GENERATORSTUDIO.COM LANDSCAPE ENGINEER D.A. HOGAN & ASSOCIATES, INC. 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 206.285.0400 DAHOGAN.COM STRUCTURAL & CIVIL ENGINEER COUGHLIN PORTER LUNDEEN (CPL) 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 206.343.0460 CPLINC.COM MEP ENGINEER HENDERSON ENGINEERS 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 816.663.8700 HENDERSONENGINEERS.COM DEVELOPMENT ENGINEERING IF NJanders 05/10/2023 toil ARCHITECT: MICHAEL J. KRESS LICENSE NO. 12779 SEAL SEATTLE SOUNDERSFC HEADQUARTERS & TRAINING CENTER 1901 OAKESDALE AVENUE SW RENTON, WA 98057 FIELD CONSTRUCTION ISSUE DATE: 05.01.2023 REV DESCRIPTION DATE PROJECT NO. 21032 DRAWN BY: REF CHK'D BY: EJG SHEET TITLE SITE DETAILS R-423884 F250 DA HOGAN © 2022 GENERATOR STUDIO LLC 41412022 5:40:59 PM 5 4 3 2 0o fV Lu O 7 c 3 A PVC LATERAL LINE TO SEF PLANT SE IRRIGA Pu DRIPLINE WIT INLINE DRI EMITTER 0.6 INLINE EN 1 DRIPLINE F260 NOT TO SCALE =TAI L OW 6 GPH INLINE UTTER 5/8"0 HDPE 2" BURY (2) 90° RAINBIRD COMPRESSION \ COUPLERS + \� #MDCF75MPT / HDPE TRANSITION TO \\ 12" BURY I � I COMPRESSION L J COUPLER MTxB ADAPTER SxFT ADAPTER LATERAL LINE �— — A PVC—HDPE/GRADE TRANSITION (NOT TO SCALE) RELIEF VALVE STEEL RAINBIRD ROTARY VAN SPRAY TEE —STAKE NOZZLE, SEE PLAN. PRE —PAINTED DK. GREEN .. FG+>36" STAINLESS STEEL WORM —DRIVE BAND CLAMP f 12" 3/4" SCH 40 PVC RISER STAINLESS STEEL WORM —DRIVE BAND CLAMP ±34" ABOVE ° SUBGRADE 48" f 12' I STAINLESS STEEL WORM —DRIVE BAND CLAMP 2x MARLEX STREET ELL I SLIP —THREAD BUSHING 3/4" SCH. 40 PVC SLIP —THREAD BUSHING MARLEX STREET ELL MV11710110* PLANTING MULCH j\\ j\/\\j/\\\\ j\\j/\\ j\\ PLANTING SOIL III —I I —I I —I I I I=I I —I I=I I —I I M I MI I m I I —_I —_=I I I —=I I d I — — III III I I— I I —III —_III —I SxSxT TEE ON MAINLINE —I I I I I I —I III —I —I I I —I I M I I I MI I I —I I I I IEII I —I I I I I —I I I —I I I �—I I I —I I I —I I I —I I I —I I lEd I I —I I I —I 1I— I I=III—I I=III=III=III—I I I=I I I —I 11. I —_—I I I --I I I --I I I —_—I _ I I —I I I —I I I —_I I I —I I I —_I I I —I I I —I I I —I SUBGRADE V 2 TEMPORARY ROTOR HEAD F260 NOT TO SCALE cl now Tn nonlnl 6" VARIES 3 1 AMENDED SITE SOIL F26O NOT TO SCALE SPACE GROUNDCOVER AS INDICATED 2" MIN. MULCH INSTALLED PRIOR '—A TO PLANTING SUBGRADE PREPARED PLANTING MIX 4" DEEP TILLED INTO 4" OF SUBGRADE 4 GROUND COVER F260 NOT TO SCALE 2" DEPTH MULCH AMENDED SITE SOIL ROOT ZONE; 3" COMPOST TILLED IN TO 6" DISTURBED SITE SOIL RECOMPACTED UNIFORMLY JNDISTURBED SITE SOIL NOTES: 10 PLANTING PIT TO BE 2.5X ROOT BALL DIAMETER; SCARIFY EXCAVATION i910 SIDEWALLS AND BOTTOM. HOOD STAKE O USE NATIVE SOIL TO ADJUST ROOT BALL HEIGHT. 30 SET TOP OF ROOT BALL 2" ABOVE FINISHED GRADE. LOOSEN OR REMOVE BURLAP WRAP COLLAR. ® BLENDED & PREPARED SOIL & FERTILIZER BACKFILL, WATER SETTLED — NO VOIDS. 50 2"-3" DEPTH PLANTING MULCH. 6. DO NOT PLANT IN OVERLY WET OR FROZEN CONDITIONS. PROVIDE DRAINAGE FROM EACH PLANTING PIT IF NECESSARY. 5 DECIDUOUS TREE PLANTING F260 NOT TO SCALE 0 101 101 GENERATOR STUDIO TENANT SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER / DEVELOPER UNICO PROPERTIES LLC 1215 FOURTH AVENUE, SUITE 600 SEATTLE, WA 98161 UNICOPROP.COM ARCHITECT GENERATOR STUDIO LLC 1615 BALTIMORE AVE KANSAS CITY, MO 64108 816.333.6527 GENERATORSTUDIO.COM LANDSCAPE ENGINEER D.A. HOGAN & ASSOCIATES, INC. 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 206.285.0400 DAHOGAN.COM STRUCTURAL & CIVIL ENGINEER COUGHLIN PORTER LUNDEEN (CPQ 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 206.343.0460 CPLINC.COM MEP ENGINEER HENDERSON ENGINEERS 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 816.663.8700 HENDERSONENGINEERS.COM DEVELOPMENT ENGINEERING NJanders 05/10/2023 ARCHITECT: MICHAEL J. KRESS LICENSE NO. 12779 \G JJnGO O ry �o s�FXP.10�2g��i SEAL SEATTLE SOUNDERSFC HEADQUARTERS & TRAINING CENTER 1901 OAKESDALE EDGE AVENUE SW 50% OD (TYP.) RENTON, WA 98057 U [�] U C0 0 U C0 NOTE: LOCATE PLANTS SPACED EQUAL DISTANCE (D) FROM EACH OTHER AS SHOWN, REFER TO THE PLANT LEGEND FOR DISTANCE (D). 6 1 TRIANGULAR PLANT SPACING F260 NOT TO SCALE CURRENT PLANNING Ming 05/10/2023 PLANT MATERIAL (TYP.) FIELD CONSTRUCTION ISSUE DATE: 05.01.2023 REV DESCRIPTION DATE PROJECT NO. 21032 DRAWN BY: REF CHK'D BY: EJG SHEET TITLE RESTORATION AREA DETAILS R-423885 oe DA HOGAN F260 lir © 2022 GENERATOR STUDIO LLC 41412022 5:40:59 PM