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HomeMy WebLinkAboutC_Hilderbrand_City Response1 Jill Ding From:Jill Ding Sent:Thursday, March 5, 2026 10:00 AM To:'Lisa Hilderbrand' Subject:RE: VMAC expansion Attachments:P_VMAC_Reno+Expand_ArchSite Plan_251125_v1.pdf; P_VMAC_Reno+Expand_ColoredRenderings_251125_v1.pdf Hello Lisa, Thank you for your comments/questions. I have added your comments to the official project file and you have been added as a Party of Record for this project. In response to your questions below, there are no additions proposed on the north side of the proposed VMAC facility. I have attached a copy of the submitted site plan and renderings for the proposed VMAC facility after the additions are constructed for reference. In addition, here is a link to the project file where you may access all the plans and reports that have been submitted to date for this project: https://edocs.rentonwa.gov/Documents/Browse.aspx?id=11904951&dbid=0&repo=CityofRenton If you have any additional questions, feel free to reach out to me directly. Thanks, JILL DING, Senior Planner City of Renton // Planning Virtual Permit Center // Online Applications and Inspections office 425-430-6598 NOTICE OF PUBLIC DISCLOSURE: This message complies with Washington State’s Public Records Act – RCW 42.56 From: Lisa Hilderbrand <hilderbrand888@gmail.com> Sent: Wednesday, March 4, 2026 2:45 PM To: Jill Ding <JDing@Rentonwa.gov> Subject: Fwd: VMAC expansion Hello Ms Ding, Per the email below, can you please reply to our questions? Thank you sincerely, Lisa Hilderbrand ---------- Forwarded message --------- From: Lisa Hilderbrand <hilderbrand888@gmail.com> Date: Mon, Mar 2, 2026, 6:32 PM CAUTION: This email originated from outside the City of Renton. Do not click links, reply or open attachments unless you know the content is safe. 2 Subject: VMAC expansion To: <ingrid.krueger@hok.com> Dear Ms. Krueger, We are neighbors to the VMAC and live here at the Misty Cove Condo's and are in receipt of the Notice for the VMAC property expansion. It looks like there is construction expansion for the East and West sides/areas, but we're wondering if there is anything planned for the North side of the VMAC that will impede our view? Thank you so much for your time and we look forward to hearing back from you. Sincerely, VMAC Neighbor Lisa Hilderbrand - unit #114 425-829-9905 10"W(P) W M W M W M WV W M W M W V W A T E R S H U T - O F F H O S E B I B B HB 1 2 "W (P ) 1 2 "W(P) 12"W(P) 12 "W(P) 10"W(P) 10 "W(P) 10"W(P) W M 10"W(P) 10"W(P) 10"W(P) 10"W(P) W V ( 2 ) W M WM(2) W M W(P) W(P) WV W M W M W (P ) W ( P ) W(P) H O S E B I B B 10"W(P) 10"W(P) 10"W(P) 10"W(P) 10 "W ( R) WVWV 12 "W(R) 12 "W(R) 12 "W(R) 12 "W(R) 10"W(R) 12"W(R) T V ( E M P T Y ) D O W N M A R K E R D O W N M A R K E R T S TCD(P) TCD(P) TC D(P) T M H TCD(P) TCD(P) TCD(P) T J B T J B T M H TCD(P) G(ABOVE GRADE) G(P ) G(P) G ( P ) G(P) F U E L T A N K FO(P) K E Y C A R D R E A D E R K E Y C A R D R E A D E R E J B P P EJB(2) E V C E V C E V C EVC GENERATOR EJB(2) E L E C T I C A L S U B S T A T I O N ( N O A C C E S S ) G A T E A C T I V A T O R P P K E Y P A D E N T R Y EC D(P) ECD (P) ECD(P)ECD(P) ECD(P) EJB E J B ECD(P) ECD(P) E J B ( 2 ) ECD(P) ECD(P) ECD(P) E C D ( P ) EJB P P C D ( E M P T Y ) E J B E J B E J B ( 2 ) EJ B(2) EJB(2) EJB(2) EJB(2) EJB(2) E J B ECD(P) E J B ( 4 ) E C D ( P ) ECD(P) EJB(2) ECD(P) E T ECD(P) ECD(P) ECD(P)ECD(P) E J B ( 3 ) E J B ECD(P) P P P P E C D ( P ) E J B EJB E J B E J B ECD(P)ECD(P)ECD(P) E C D ( P ) E C D ( P ) EJB E J B ECD(P) ECD(P) EJ B ( 4 ) E J B ( 2 ) EJB(3) E J B ( 2 ) EJB(2) EJB E J B CTVV CTV(P) CTV(P) C T V C D T O P TOP T OP TOP TOP TOP TOP TOP T O P T O P TOP TOP TOP TOP TOP TOP TOP T O P TOP TOP TOP T O PT O P TOP TOP TOP TO P TOP T O P T O P T O P TOP T O PTOP T O P T O P TOP 2 7 . 4 6 2 9 . 7 3 3 0 . 8 4 3 1 . 8 5 3 2 . 0 1 3 2 . 2 9 3 2 . 4 4 3 2 . 3 3 21.29 20 . 64 20 . 8 4 21.94 2 2 . 7 5 2 2 . 8 1 22.01 2 2 . 1 4 22.1 4 2 1 .8 7 22.58 23.05 2 1. 0 6 2 3 .4 4 2 2 .9 6 2 2 . 9 7 2 2 . 7 8 2 2 . 3 5 2 1 .9 5 2 2 .2 4 21.93 20.95 2 1 .4 1 2 1 . 7 1 2 2 . 3 1 2 2 . 2 0 2 2 . 7 1 22 .5 6 22 . 63 23.05 22 . 8 4 2 2 .6 4 20.32 21.70 2 1 . 3 3 21.33 21.32 20.44 2 0 . 6 5 19.88 2 0 . 2 3 23.48 24.94 25.92 26 . 35 21.05 20.31 19.83 18.78 18.71 18.96 21.06 2 0 .3 820.45 20.38 19.33 18.82 1 8 . 7 8 1 8 . 8 3 18 .8 6 2 1.5 5 2 0 . 5 6 2 0 . 4 6 21.99 21.96 22.63 22.74 2 2 . 8 7 2 2 .6 8 2 2 . 8 6 2 3 . 6 5 23.08 2 0 .8 2 20.92 20 .87 21.37 22.23 2 1 . 9 7 19.08 19.07 22. 41 20 .1 1 19.39 19.82 22.27 22.64 2 2 . 8 3 22.76 22.82 1 9 . 9 0 2 1 . 5 2 20.23 19.94 2 0 .6 3 21.02 19 .7 5 19.86 19.64 1 9 . 4 9 1 9.2 2 18.43 18.53 17.97 18.381 8.2 7 18 . 02 18.10 18.80 18.76 19.05 1 9 . 5 6 1 9 . 5 3 1 9 . 7 8 19.97 2 0 . 8 7 18.52 TOE TOE TOE TOE TOE T O E TOE TOE TOE TOE TOETOE T O E TOETOE TOE T O E TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOETOE T O E T O E T O E 2 5 . 0 2 2 5 . 1 8 2 4 . 9 2 2 5 . 0 1 2 5 . 1 8 2 5 . 1 1 2 5 . 3 8 2 5 . 5 4 2 5 . 9 1 1 8 . 2 6 1 7 . 0 8 1 7 . 1 2 1 8 . 0 3 1 8 . 3 3 1 9 . 2 5 18 . 3 6 1 8 . 8 0 19 .31 1 8 .51 1 8 . 7 2 1 7 . 1 3 1 7 . 2 1 1 6 . 8 11 7 . 0 1 1 8.8 3 1 9.2 7 1 8.1 1 18.15 18.04 1 8 . 3 9 1 8 . 0 418.18 1 6.77 1 8 .4 4 18.02 1 8 .7 3 1 8 . 0 2 18.30 1 9 . 2 8 19.30 19.59 19 .81 1 9 . 6 7 19.22 1 8 . 0 6 1 8 . 4 4 1 8 . 8 6 19.41 19.55 19.17 1 9.3 9 1 8.3 9 17.17 1 7.1 6 17 .11 17.08 1 6.5 8 16.66 16.89 1 7 . 2 3 1 8 . 2 3 17.51 18.31 1 8 . 1 3 18.11 18.93 18.73 1 9.09 18.78 1 8 . 8 5 1 8 . 6 0 1 8 . 5 4 18.06 1 7 .5 4 16.54 1 6.4 1 1 6 . 2 6 16.89 18.43 17.95 1 7 . 5 1 19.09 17.43 17.35 1 8 . 2 5 18.77 18.81 18.83 1 8.5 218.15 1 8 . 3 6 1 7 .181 6.8 6 1 8.4 0 1 9.2 5 19.10 18.44 1 8 . 0 6 18.65 18.26 18.02 1 7 . 3 2 1 7 .1 0 18.83 18.67 17.54 17.47 17 .13 16 .62 1 8 . 1 1 16.90 17.98 1 8.3 1 18.11 17.68 18.24 1 8 . 0 2 18.11 G B G B GB GB G B GB GB GB GB GB GB G B G B G B L I M I T S O F P O N D M W M W ( 2 ) M W ( 2 ) W O O D G U A R D R A I L W O O D G U A R D R A IL G A T E M O T O R G A T E S E N S O R G A T E S E N S O R W O O D G U A R D R A IL G A T E M O T O R G A T E S E N S O R U N K N O W N U T IL I T Y V A U L T U N K N O W N U T I L I T Y V A U L T S T O R A G E B O X TRASH COMPACTOR TRASH COMPACTOR BR BENCH G A T E A R M ~PA~ ~PA~ ~PA~ ~PA~ C O L ( T Y P ) FLAG POLE ~PA~ L O A D I N G D O C K P A N E L S S C ~PA~ ~PA~ ~ P A ~ S C CS V E N T V E N T STOP BAR F S SB SB SB SB S B FS "RESERVED" SCOREBOARD " N O L I F E G U A R D O N D U T Y " " P R I V A T E D O C K " " N O L I F E G U A R D O N D U T Y " " C A B L E C R O S S I N G N O A N C H O R O R D I G G I N G S E W E R L I N E " " S T O P " "S T OP " "STOP" " S T O P " C O N S T R U C T I O N S I G N " STOP" " N OM O T O R V E H I C L E S " " S T O P " "STOP" " S T O P " "STOP" "NO MOTOR V EH ICLES" " N O M O T O R V E H I C L E S " "STOP"(2) E C O - B L O C K S 18"CRW E C O - B L O C K W A L L E C O - B L O C K S 7 PS 19 PS 6 PS 6 PS 17 PS 16 PS 23 PS 19 PS 20 PS 6 ' M E T A L G A T E 8.5' WIF GATE 8.5' WIF 6 ' C L F W I T H B A R B W I R E 6' WI F 6' WI F 6' WI F 6' WI F 6' CLF 8' CL F 8' CL F 8' CL F 6' WIF GATE 8 ' CL F G A T E 8 ' C L F G A T E 8 ' C L F 8' CL F 8' CLF 8' WIRE FENCE 6' WF 8 . 5 ' W I F G A T E 8 . 5 ' W I F G A T E 7'CLF WITH BARB WI RE 7'CLF WITH BARB WIRE 7'CLF WITH BARB WIRE 7' CLF WITH BARB WIRE7 ' C L F G A T E 7 ' C L F G A T E 7 ' C L F 7 ' C L F W I T H B A R B W I R E 7'CLF WITH BARB WIRE 7'CLF WITH BARB WIRE 7 ' C L F G A T E 5 ' C L F W I T H B A R B W I R E 5 ' C L F W I T H B A R B W I R E 5' CLF WITH BARB WIRE 8' CLF 8' CLF 8.5' WIF 5.5' WIF 8' CLF 8' CLF 8' CLFGATE 8 ' C L F G A T E 6 ' C L F G A T E 8 ' C L F G A T E 6' WIF 6' CLF WITH BARB WIRE 6' CLF WITH BARB WIRE 7' CLF WITH BARB WIRE 7' CLF WITH BARB WIRE GATE 4' CLF 6' WIF 6' WIF GAT E 4' CLF 8' CLF 8' CLF 8 . 5 ' C L F 8.5' WIF GATEBVA BVA BE BEBE 6"CC 6"CC C C & G CC&G CC&GCC&G 6"CC 6"CC 6"CC 6"CC 6" CC 6 " CC 6" CC 6" CC 6" CC 6"CC 6"CC 6"CC 6 " C C 6"CC 6"CC 6" CC 6 "C C 6"CC 6"CC 6" CC 6 " CC 6 " CC 6 " C C 6 " C C B L R D B L R D BLRD B L RDB L RD B L R D ( 2 ) BLRD(4) B L R D ( T Y P ) B L R D ( T Y P ) BLRD(2) BLRD(3) B L R D ( 2 ) 4"x4" WOOD POST BLRD(4) BLRD(TYP) BLRD S H E D S T O R A G E T R A I L E R G U A R D S H A C K G U A R D S H A C K S T O R A G E S H E D 1 STORY STEEL BUILDING APPROXIMATE BUILDING FOOTPRINT AREA: ±5,644 SQ. FT. S T O R A G E S H E D ONLY PORTIONS OF IRRIGATION PIPE SYSTEM ON SITE LOCATED AREA DRAIN ABAN/RET ABANDONED/RETIRED ASPHALT (ASPH) BE BUILDING ENTRANCE BOLLARD (BLRD) BRICK SURFACE BUILDING LINE BC BUILDING CORNER BR BIKE RACK BTM BOTTOM OF STRUCTURE BUILDING LIGHT BVA BUILDING VEHICLE ACCESS CANOPY CATCH BASIN (CB) CONCRETE SURFACE CC/XC/&G CONCRETE/EXTRUDED CURB/& GUTTER CD CONDUIT DROP CW/BW/AW CONCRETE/BRICK/ASPHALT WALK CRW/BRW/WRW CONCRETE/BLOCK/WOOD RETAINING WALL CHAIN LINK FENCE (CLF) CTV CABLE TV COL COLUMN ℄/3 CENTERLINE/MONUMENT LINE CS/MS/WS CONCRETE/METAL/WOOD STAIRS H/C PARKING SPACE CON CONIFEROUS TREE DEC DECIDUOUS TREE COC CENTER OF CHANNEL DOLPHIN DOIT DEPT. OF INFO. TECHNOLOGY DS/RD DOWN SPOUT/ROOF DRAIN DWY DRIVEWAY ECD ELECTRICAL CONDUIT ED ELECTRICAL DUCT EHH/EJB ELECTRICAL HANDHOLE/JUNCTION BOX EMH ELECTRICAL MANHOLE EM ELECTRICAL METER EV/ET ELECTRICAL VAULT/TRANSFORMER EVC ELECTRICAL VEHICLE CHARGING STATION FEATURE BELOW OBJECT (DASHED TEXT) FOUND SURVEY MONUMENT (AS NOTED) FIRE HYDRANT FIRE DEPT. CONNECTION (FDC) FO FIBER OPTICS FOMH FIBER OPTIC MANHOLE FOV FIBER OPTIC VAULT FFE FINISH FLOOR ELEVATION G GAS MAIN GM GAS METER GAS VALVE GV GAS VAULT GB GRADE BREAK GRAVEL SURFACE GR GROUNDING ROD GUY ANCHOR GP/UP/PPGUY/POWER/UTILITY POLE HB HOSE BIBB HANDRAIL SP STRAIN POLE IR IRRIGATION LINE (RECORD) ICB IRRIGATION CONTROL BOX IV IRRIGATION VALVE IL INDUCTION LOOP (TRAFFIC) INLET (TYPE 250A) INLET (TYPE 250B) INLET (TYPE 252) INLET (TYPE 252S) INLET (TYPE 277A) INLET (TYPE 277B) in INSERTED PIPE IE INVERT ELEVATION LIGHT POLE (METAL) LIGHT POLE (WOOD) LIGHT POLE (FIBERGLASS/CONC) STRAIN POLE W/ LIGHT LIGHT POLE (DECORATIVE) LSCAPE/PA LANDSCAPE/PLANTER MANHOLE MAILBOX (FEDERAL/PRIVATE) MW MONITOR WELL OHP/OHC/OHT OVERHEAD POWER/CABLE/TELEPHONE OHG/OHB OVERHEAD GUYWIRE/BUS (TROLLEY) P.S. PARKING SPACE(S) PILING 6 PROPERTY LINE (PL) (P) PAINTED UTILITY LOCATION PIPE FLOW DIRECTION CP/DI/CMP/VC CONCRETE/IRON/METAL/CLAY (PIPE TYPES) PE/PVC POLYETHYLENE PIPE (POLYMER PIPE TYPES) PPS PARKING PAY STATION POST INDICATOR VALVE PS/PSS COMBINED/SANITARY SEWER X PS X NUMBER PARKING STALLS PSD STORM DRAIN PRIVATE CATCH BASIN PEDESTRIAN PUSH BUTTON (PPB) PEDESTRIAN SIGNAL/PEDESTAL RE/PPT ROOF/PARAPET ELEVATION (R) RECORD DATA RHD RHODODENDRON ROCKERY RE ROOF ELEVATION SC SECURITY CAMERA SF-CB STORM FILTER CB BY CONTECH (PIPES NOT VISIBLE OR MEASURED) SCL/CLHH SEATTLE CITY LIGHT HANDHOLE SD SERVICE DRAIN (STORM) SDCO/SSCO STORM DRAIN/SANITARY SEWER STM/V STEAM LINE/VAULT SSS SANITARY SIDE SEWER (RECORD) SIGN/STREET NAME SIGN TEST PIT/SOIL BORING TC/SL TRAFFIC CONTROL/STREET LIGHT HANDHOLE TRAFFIC CONTROL CABINET (TRSCC) TCHD TRENCH DRAIN TEMPORARY BENCHMARK (TBM) TCD TELEPHONE CONDUIT (BURIED) TD TELEPHONE DUCT TV TELEPHONE VAULT TMH TELEPHONE MANHOLE TS TELEPHONE SENTRY TRAFFIC FLOW DIRECTION TRAFFIC SIGNAL TRCD TRAFFIC SIGNAL CONDUIT (BURIED) TRANSFORMER ON POLE TOE TOE OF SLOPE TOP TOP OF BANK ULBL UPPER LEVEL BUILDING LINE WV WATER VAULT W WATER MAIN WM WATER METER WATER VALVE WATER BLOWOFF VALVE WATER GATE VALVE/CHAMBER VO/CO VACATION/CONDEMNATION ORDINANCE WE WIRE ELEVATION WOOD FENCE (WF) WOOD SURFACE WETLAND FLAG IRON FENCE (WIF) OIL FILL CAP YARD LIGHT /ABC US TP SB EXISTING INDOOR PRACTICE FACILITY EAST EXPANSION NEW EXPANSION ON L3 ABOVE EXISTING VMAC TOP OF BANK / ORDINARY HIGH WATER MARK NEW WEIGHT ROOM/ TERRACE EXPANSION S E A H A W K S W A Y 2 0 ' - 0 " 489'-10" 903'-11" 2 1 8 ' - 9 " 4 72 ' -5 " 222'-4" 2 7 7 '-3 " 8 98 '-1 " 9 39 ' -3 " TOE OF SLOPE 1 0 ' - 0 " E A S T R A I L (P A V E D T R A I L ) LAKE WASHINGTON EXISTING 1 STORY BUILDING TOP OF BANK / ORDINARY HIGH WATER MARK 10 6 ' - 9 " 37 9 ' - 4 " 504'-11" 37 7 ' - 6 " 504'-11" 5 1 ' - 0 " 1 11 '-6 " 12 2 ' - 2 " 12 3 ' - 0 " 1 3 4 ' - 2 " 8'-11" 403'-4" 92'-8" 61 ' - 3 " 2 2 1 ' - 3 " 9 5 ' - 0 " 8'-0"338'-2"158'-10" 41 ' - 7 " X-ASP HAT X-BRC HAT X-CANOPY HAT X-CONC HAT X-GRAVEL HAT X-ROCK HAT X-STP HAT X-STR HAT X-BLDG HAT X-LSCAPE HAT X-POND HAT GRASS / SPORTS FIELD METAL STAIR LANDING FE-JNT HAT SRF-40-PERCENT-SLOPES X-STR HAT (WOOD SURFACE) LEGEND EASEMENT POWER UTILITY EASEMENT UNDERGROUND STREAM EASEMENT WATER UTILITY EASEMENT SEWER EASEMENT UNDERGROUND STREAM EASEMENT WATER UTILITY EASEMENT WATER UTILITY EASEMENT WATER UTILITY EASEMENT 100' BUFFER AREA FROM ORDINARY HIGH WATER MARK BUFFER AREA 9 1 6 ' - 6 " PARCEL ID: 2924059015 PARCEL AREA: 728,627 SF PARCEL ID: 2924059001 PARCEL AREA: 437,780 SF C AB D E IPF NOT FOR CONSTRUCTION N Sheet Number Original is 42 x 30. Do not scale contents of this drawing. Sheet Title Professional Seals Key Plan In Association with Project All reproduction & intellectual property rights reserved © No.Description Date MKA ENGINEERS 1301 Fifth Avenue, Suite 3200 Seattle, WA, 98101 Structural and Civil Engineers Prepared For Project No: 1200 5th Ave Suite 500 Seattle, WA 98101 BERGER PARTNERSHIP 1301 5th Ave Seattle, WA, 98101 Landscape Architects HENDERSON ENGINEERS 8345 Lenexa Drive, Suite 300 Lenexa, KS, 66214 Mechanical, Electrical, and Plumbing Engineers WJHW 3424 Midcourt Rd. #124 Carrollton, TX 75006 Audio/Visual 20 2 5 - 1 1 - 2 4 2 : 2 0 : 3 5 P M Au t o d e s k D o c s : / / 2 5 . 0 5 0 0 9 . 0 0 - V M A C / V M A C - M P - H O K - A R C H .r v t ARCHITECTURAL SITE PLAN A-001 VIRGINIA MASON ATHLETIC CENTER - EXPANSION & RENOVATION FOOTBALL NORTHWEST LLC 25.05009.01 2025 12 SEAHAWKS WAY, RENTON, WA 98056 Hellmuth, Obata & Kassabaum, Inc. 1" = 50'-0"1 SITE PLAN - SHORELINE VIRGINIA MASON ATHLETIC CENTER -EXPANSION & RENOVATION N 11-24-2025 TOTAL SQUARE FOOTAGE OF THE SITE: BUILDING SQUARE FOOTAGE LEVEL 1 LEVEL 2 LEVEL 3 TOTAL TOTAL SQUARE FOOTAGE OF ALL BUILDING FOOTPRINTS: PERCENTAGE OF LOT COVERAGE: ALLOWABLE BUILDING HEIGHT: PROPOSED BUILDING HEIGHT: SETBACKS REQUIRED BY CODE FOR ZONE COR: 10' MINIMUM UPPER STORY SETBACK FOR PORTIONS OF BUILDINGS EXCEEDING 50' IN HEIGHT 100' SETBACK FROM ORDINARY HIGH WATER MARK PER TABLE 4-2-120B, SETBACKS ARE DETERMINED THROUGH SITE PLAN REVIEW 728,627 SF 167,800 SF 316,630 SF 167,800 SF 23% 125' - 0" 58' - 5" TOTAL LANDSCAPING SQUARE FOOTAGE:17,050 SF TOTAL PARKING LOT SQUARE FOOTAGE: 97,500 SF 0 100'150'200'50' Graphic Scale: 1 inch = 50 feet 1 SHORELINE SUB DEV PERMIT 2025-11-24 NEW 21,670 SF 21,670 SF 36,180 SF 79,520 SF TOTALEXISTING 146,130 SF 57,150 SF 33,830 SF 237,110 SF 78,820 SF 70,010 SF PROPOSED BUILDING SETBACKS: 28' UPPER STORY SETBACK FOR BUILDING PORTION EXCEEDING 50' IN HEIGHT 106' - 9" SETBACK FROM ORDINARY HIGH WATER MARK NOT FOR CONSTRUCTION Sheet Number Original is 42 x 30. Do not scale contents of this drawing. Sheet Title Professional Seals Key Plan In Association with Project All reproduction & intellectual property rights reserved © No. Description Date MKA ENGINEERS 1301 Fifth Avenue, Suite 3200 Seattle, WA, 98101 Structural and Civil Engineers Prepared For Project No: 1200 5th Ave Suite 500 Seattle, WA 98101 BERGER PARTNERSHIP 1301 5th Ave Seattle, WA, 98101 Landscape Architects HENDERSON ENGINEERS 8345 Lenexa Drive, Suite 300 Lenexa, KS, 66214 Mechanical, Electrical, and Plumbing Engineers WJHW 3424 Midcourt Rd. #124 Carrollton, TX 75006 Audio/Visual 20 2 5 - 1 1 - 2 1 1 0 : 3 5 : 0 3 A M Au t o d e s k D o c s : / / 2 5 . 0 5 0 0 9 . 0 0 - V M A C / V M A C - M P - H O K - A R C H .r v t RENDERINGS A-303 VIRGINIA MASON ATHLETIC CENTER - EXPANSION & RENOVATION FOOTBALL NORTHWEST LLC 25.05009.01 2025 12 SEAHAWKS WAY, RENTON, WA 98056 Hellmuth, Obata & Kassabaum, Inc. 1 SHORELINE SUB DEV PERMIT 2025-11-24 AERIAL VIEW -SOUTH-EAST VIEW PERSPECTIVE VIEW -NORTH ENTRY PERSPECTIVE VIEW -SOUTH-EAST VIEW PERSPECTIVE VIEW -SEAHAWKS WAY (SOUTH) FACADE NOT FOR CONSTRUCTION Sheet Number Original is 42 x 30. Do not scale contents of this drawing. Sheet Title Professional Seals Key Plan In Association with Project All reproduction & intellectual property rights reserved © No. Description Date MKA ENGINEERS 1301 Fifth Avenue, Suite 3200 Seattle, WA, 98101 Structural and Civil Engineers Prepared For Project No: 1200 5th Ave Suite 500 Seattle, WA 98101 BERGER PARTNERSHIP 1301 5th Ave Seattle, WA, 98101 Landscape Architects HENDERSON ENGINEERS 8345 Lenexa Drive, Suite 300 Lenexa, KS, 66214 Mechanical, Electrical, and Plumbing Engineers WJHW 3424 Midcourt Rd. #124 Carrollton, TX 75006 Audio/Visual 20 2 5 - 1 1 - 2 1 1 0 : 3 5 : 0 3 A M Au t o d e s k D o c s : / / 2 5 . 0 5 0 0 9 . 0 0 - V M A C / V M A C - M P - H O K - A R C H .r v t RENDERINGS A-304 VIRGINIA MASON ATHLETIC CENTER - EXPANSION & RENOVATION FOOTBALL NORTHWEST LLC 25.05009.01 2025 12 SEAHAWKS WAY, RENTON, WA 98056 Hellmuth, Obata & Kassabaum, Inc. PERSPECTIVE VIEW -SOUTH VIEW PERSPECTIVE VIEW -LAKE WASHINGTON (WEST) VIEW 1 SHORELINE SUB DEV PERMIT 2025-11-24