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HomeMy WebLinkAboutR-427502ANE114. NW114 OF SEC. 32 AND SE114. SW114 OF SEC 29 ALL IN. TWP. 24 N.. RGE. 5 E.. W.M. SURVEYOR'S NOTES 1. THIS "ALTA/NSPS LAND TITLE SURVEY" HAS BEEN PERFORMED IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS" AS ADOPTED BY THE AMERICAN LAND TITLE ASSOCIATION AND NATIONAL SOCIETY OF PROFESSIONAL SURVEYORS IN 2026. 2. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT NO. NCS-1071206-WA1, DATED MARCH 12, 2026. IN PREPARING THIS MAP, CORE DESIGN, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS CORE DESIGN, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT. CORE DESIGN, INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE INSURANCE COMPANY'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE CORE DESIGN, INC. QUALIFIES THE MAPS ACCURACY AND COMPLETENESS TO THAT EXTENT. 3. THE LEGAL DESCRIPTION SHOWN HEREON IS THE SAME AS THAT SHOWN PER SAID TITLE COMMITMENT AND THERE ARE NO GAPS, GORES OR OVERLAPS WITH PARCELS INCLUDED IN SAID REPORT OR ADJACENT TO IT/THEM AND THAT ALL EASEMENTS, COVENENTS AND RESTRICTIONS REFERENCED IN SAID TITLE COMMITMENT OR APPARENT FROM PHYSICAL INSPECTION OF THE SITE OR OTHERWISE KNOWN TO ME HAVE BEEN PLOTTED HEREON OR OTHERWISE NOTED AS TO THEIR EFFECT ON THE PROPERTY. 4. THIS PROPERTY HAS LEGAL ACCESS TO LAKE WASHINGTON BLVD N SHOWN HEREON AS PUBLIC RIGHT-OF-WAY. PHYSICAL ACCESS MAY BE LIMITED BY IMPROVEMENTS, OR LACK THEREOF, AS SHOWN ON THE SURVEY. 5. BUILDING LOCATION DIMENSIONS ARE AS MEASURED AT RIGHT ANGLES FROM PROPERTY LINE TO BUILDING CORNERS AT POSITIONS INDICATED. (UNLESS SHOWN OTHERWISE.) 6. NO BUILDINGS OR PORTIONS THEREOF ENCROACH OVER PROPERTY LINES, EASEMENTS, OR BUILDING SETBACK LINES. 7. BUILDINGS ARE OF STEEL CONSTRUCTION, WITH CONCRETE FOUNDATIONS. 8. CORE DESIGN. INC. DID NOT LOCATE THE EXTENTS OF ANY UNDERGROUND FOUNDATIONS OR SLABS FOR THIS SURVEY. 9. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. CORE DESIGN, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN FROM PAINT MARKINGS AS EVIDENCE OF POSSIBLE OR PROBABLE UNDERGROUND UTILITIES HOWEVER, NO UTILITY LOCATE SERVICE WAS SPECIFICALLY ENGAGED TO MARK UTILITY LINES FOR THIS PROJECT. THE USER OF THIS SURVEY SHOULD RELY UPON SUCH MARKINGS AT THEIR OWN RISK. 10. CORE DESIGN, INC. SURVEY CREWS DETECTED NO OBSERVABLE EVIDENCE OF ANY CEMETERIES, GRAVE SITES, BURIAL GROUNDS, RUBBISH FILLS, SLOUGHS, SPRINGS, FILLED -IN WELLS, CISTERNS, OR SEEP HOLES ON THE PROPERTY. 11. THERE ARE NO RAILROAD TRACKS ON THE SITE OR ON PARCELS CONTIGUOUS TO THE SITE. 12. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON APRIL 23, 2026. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN APRIL OF 2026. 13. ALL DISTANCES ARE IN FEET. 14. THIS IS A FIELD TRAVERSE SURVEY. A THREE SECOND ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. DISTANCE MEASURING EQUIPMENT HAS BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS' GUIDELINES. 15. THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF THOSE PARTIES LISTED IN THE SURVEYOR'S CERTIFICATE. RIGHTS TO RELY ON OR USE THIS SURVEY DO NOT EXTEND TO ANY UNNAMED PARTY WITHOUT EXPRESS RECERTIFICATION BY CORE DESIGN, INC. AND/OR THE PROFESSIONAL LAND SURVEYOR WHOSE SEAL APPEARS HEREON. VICINITY MALu U) w Q •O �Op NE 48TH ST 0 O� 43RD PL SE 80TH ST 5 LAKE �P SITE WASHINGTON �� "' _Lu �P > � Q WLu = N 40TH ST 1 z z O o w Ov N 38TH ST Q p� N 37TH ST 0j 1� w Zp Z co N 36TH ST SE 88TH ST-¢ CD co vim/ II - J'� TABLE A OPTIONS 2. ADDRESSES OF THE SURVEYED PROPERTY ARE SHOWN HEREON. 3. FLOOD ZONE DESIGNATION = X, AREA DETERMINED TO BE OUTSIDE OF 500-YEAR FLOOD PLAIN, ACCORDING TO FLOOD INSURANCE RATE MAP, ("FIRM") NO. 53033CO664G COMMUNITY NO.530088,(CITY OF RENTON) PANEL NO.0664, SUFFIX G, EFFECTIVE AUGUST 19, 2020, KING COUNTY, WASHINGTON, AS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY ("FEMA"). 4. PROPERTY AREA: 337,816 ± SQUARE FEET (7.7551 ± ACRES) 5. VERTICAL RELIEF IS SHOWN HEREON. SOURCE INFORMATION IS FROM A GROUND SURVEY. THE CONTOUR INTERVAL, VERTICAL DATUM AND ORIGINATING BENCHMARK ARE SHOWN HEREON. 6(A). ZONING INFORMATION IS PER MEMORANDUM BY MCCULLOUGH HILL PLLC, DATED MARCH 26, 2026. NO REPRESENTATION IS MADE FOR THE ACCURACY OR COMPLETENESS OF SAID THIRD PARTY INFORMATION. ZONING CLASSIFICATION: COMMERCIAL OFFICE RESIDENTIAL ("COR"), A PORTION OF THE SITE IS DESIGNATED SHORELINE HIGH INTENSITY OVERLAY DISTRICT. CURRENT MINIMUM BUILDING SETBACKS: TO BE DETERMINED THROUGH SITE PLAN REVIEW. MAXIMUM FREEWAY FRONTAGE SETBACK IS 10 FEET LANDSCAPED SETBACK FROM THE PROPERTY LINE. MAX. BUILDING HEIGHT =10 STORIES AND/OR 125 FEET. MAX LOT COVERAGE STRUCTURES = 65%. OF A TOTAL LOT AREA OR 75% IF PARKING IS PROVIDED WITHIN THE BUILDING OR GARAGE. FLOOR SPACE AREA RESTRICTIONS NOT ADDRESSED IN MEMORANDUM BY MCCULLOUGH HILL PLLC, DATED MARCH 26, 2026. PARKING REQUIREMENTS: A MINIMUM OF 1 STALLS/UNIT AND A MAXIMUM OF 1.75 STALLS PER UNIT ARE REQUIRED. 4-4-080. THE MINIMUM CAN BE REDUCED UPON THE PROVISION OF A TRANSPORTATION MANAGEMENT PLAN. THE MAXIMUM CAN BE EXCEEDED BY UP TO 10% IF THE APPLICANT IMPLEMENTS LOW IMPACT DEVELOPMENT TECHNIQUES THAT REDUCE STORMWATER RUNOFF AND MANAGE STORMWATER IN EXCEEDANCE OF THE SURFACE WATER MANAGEMENT REQUIREMENTS IN RMC 4-6-030. A MINIMUM OF 2.5 STALLS/1000 S.F. OF RETAIL IN MIXED USE, AND A MAXIMUM OF 5/1000 S.F. OF RETAIL IN MIXED USE IS REQUIRED. MORE SPECIFIC RETAIL PARKING REQUIREMENTS MAY APPLY, DEPENDING ON USE. 6(B) BUILDING SETBACKS ARE DEPICTED HEREON PER MEMORANDUM BY MCCULLOUGH HILL PLLC, DATED MARCH 26, 2026. 7(A). EXTERIOR DIMENSIONS OF THE BUILDINGS AT GROUND LEVEL ARE SHOWN HEREON. 7(B)l. SQUARE FOOTAGE OF THE EXTERIOR FOOTPRINT OF ALL BUILDINGS AT GROUND LEVEL ARE SHOWN HEREON. 7(C). THE MEASURED HEIGHT OF ALL BUILDINGS ABOVE GRADE IS SHOWN HEREON. 8. SUBSTANTIAL FEATURES AS OBSERVED IN THE FIELD ARE SHOWN HEREON. 9. THE NUMBER AND TYPE OF CLEARLY IDENTIFIABLE PARKING SPACES ON SURFACE PARKING AREAS, LOTS AND PARKING STRUCTURES ARE SHOWN HEREON AND QUANTIFIED BELOW. PARKING COUNT STANDARD COMPACT ADA STALLS TOTAL OPEN 37 0 0 37 COVERED 0 0 0 0 TOTAL 37 0 1 0 1 37 10(A). THE DETERMINATION OF THE RELATIONSHIP AND LOCATION OF CERTAIN DIVISION OR PARTY WALLS WITH RESPECT TO ADJOINING PROPERTIES IS NOT APPLICABLE TO THE IMPROVEMENTS UPON THE PROPERTY. 11. THE LOCATION OF THE UTILITIES UPON OR SERVING THE SURVEYED PROPERTY ARE SHOWN HEREON AS DETERMINED BY: (B) MARKINGS COORDINATED BY THE SURVEYOR OR PURSUANT TO A PRIVATE UTILITY LOCATE COMPANY AND LOCATED BY THE SURVEYOR ON 2026-04-23. 13. NAMES OF ADJOINING OWNERS ACCORDING TO CURRENT TAX RECORDS ARE SHOWN HEREON. 14. THE DISTANCE TO THE NEAREST INTERSECTING STREET IS SHOWN HEREON. 16. EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS WERE OBSERVED WHILE CONDUCTING THE FIELDWORK, EARTH WORK UPON THE SITE IS ON THE EASTERN PORTION ADJACENT TO SR405. 17. THERE ARE NO PROPOSED CHANGES IN STREET RIGHT OF WAY LINES. EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS WERE OBSERVED WHILE CONDUCTING THE FIELDWORK AND IS SHOWN HEREON. 18. OFFSITE EASEMENTS OR SERVITUDES ARE SHOWN HEREON. 19. PROFESSIONAL LIABILITY INSURANCE HAS BEEN OBTAINED IN ACCORDANCE TO THE REQUIREMENTS OF THE CLIENT THROUGHOUT THE TERM OF THE CONTRACT. LEGEND ® FOUND SURVEY MONUMENT, AS NOTED +j HOSE BIB COMMUNICATIONS PEDESTAL BENCHMARK, AS NOTED 0 IRRIGATION METER SIGN, AS NOTED OSEWER MANHOLE ® IRRIGATION VALVE 0 BOLLARD SEWER CLEANOUT GAS VALVE PL PROPERTY LINE CATCH BASIN TYPE I ❑o GAS METER CL CENTER LINE CATCH BASIN TYPE II 0 UTILITY POLE FVC FACE OF VERTICAL CURB STORM DRAINAGE MANHOLE �,0� LIGHT POLE CLF CHAIN LINK FENCE O YARD DRAIN GUY ANCHOR ss SEWER PIPE ® STORM DRAINAGE CLEANOUT YARD LIGHT so STORM DRAINAGE PIPE CULVERT END PARKING LIGHT w WATER PIPE FIRE HYDRANT POWER CONDUIT GAS PIPE D4 WATER VALVE © POWER VAULT OHP OVERHEAD POWER ® WATER METER ® POWER METER OHT OVERHEAD COMMUNICATIONS FW WATER VAULT B JUNCTION BOX OHPT OVERHEAD POWER/COMMUNICATIONS OW WATER MANHOLE © POWER MANHOLE P UNDERGROUND POWER WATER BLOWOFF ❑- TRANSFORMER X FENCE e WATER AIR VAC © COMMUNICATIONS MANHOLE EDGE OF ASPHALT FIRE DEPARTMENT CONNECT ® TELEPHONE PEDESTAL a a CONCRETE SCHEDULE B ITEMS 12. THIS SITE IS SUBJECT TO FACILITY CHARGES, IF ANY, INCLUDING BUT NOT LIMITED TO HOOK-UP, OR CONNECTION CHARGES AND LATERCOMER CHARGES FOR WATER OR SEWER FACILITIES OF KING COUNTY WATER DISTRICT NO. 107 AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 9109191394. (NOTHING TO PLOT, NOTED HERE) 13. THIS SITE IS SUBJECT TO RELINQUISHMENT FOR ALL EXISTING AND FUTURE TO LIGHT, VIEW AND AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 4664242. (AFFECTS ACCESS TO SR405, NOT TO LAKE WASHINGTON BLVD. (SHOWN HEREON) 14. THIS SITE IS SUBJECT TO A PUBLIC UTILITIES EASEMENT FOR WATER AND SEWER AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY NUMBER 7510080738. (SHOWN HEREON) 15. THIS SITE IS SUBJECT TO AN EASEMENT FOR UTILITIES AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 7602260427. (SHOWN HEREON) 17. THIS SITE IS SUBJECT TO RELINQUISHMENT OF ACCESS TO SECONDARY STATE HIGHWAY NO 1 AND OF LIGHT, VIEW AND AIR, EXCEPT REASONABLE INGRESS AND FROM EGRESS TO, FROM AND BETWEEN THE RA -LINE RAMP AS CONSTRUCTED AT THE NORTHERLY MARGIN OF SAID VACATED SOUTHEAST 80TH STREET AND THE X-LINE RIGHT-OF-WAY SOUTHWESTERLY OF A LINE DRAWN RADIALLY SOUTHEASTERLY FROM HES L/A X 1001+25 ON SAID X-LINE SURVEY AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 5687408 AND AMENDED UNDER KING COUNTY RECORDING NUMBER 7811221071. (STORM DRAINAGE EASEMENT SHOWN HEREON) 20. THIS SITE IS SUBJECT TO A DRAINAGE EASEMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20110307001402. (SHOWN HEREON) 21. THIS SITE IS SUBJECT TO A TRANSMISSION, DISTRIBUTION AND SALE OF ELECTRICITY EASEMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY 20110929000470. (SHOWN HEREON) 30. THIS SITE IS SUBJECT TO AN EASEMENT TO CONSTRUCT, OPERATE, MAINTAIN, REPAIR, REPLACE, IMPROVE, REMOVE, UPGRADE AND EXTEND AN ELECTRIC DISTRIBUTION SYSTEM AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20240423000661. (SHOWN HEREON) 31. THIS SITE IS SUBJECT TO A DOCUMENT ENTITLED "SLOPE EASEMENT AGREEMENT" AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20241226000243. (SHOWN HEREON) 32. THIS SITE IS SUBJECT TO A DOCUMENT ENTITLED "TEMPORARY CONSTRUCTION EASEMENT AGREEMENT" AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20250109000152, SAID DOCUMENT HAS BEEN MODIFIED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20250521000629. (SHOWN HEREON) ITEMS 1-11, 16, 18, 19, 22-29, 33 AND 34 ARE NOT APPLICABLE TO THIS SURVEY. BASIS OF BEARINGS N88°48'22"W BETWEEN THE FOUND NORTH QUARTER CORNER MONUMENT OF SECTION 32 AND THE MONUMENT FOUND ON LAKE WASHINGTON BOULEVARD, ALONG THE SECTION LINE BETWEEN SECTIONS 29 AND 32, PER REFERENCED PLAT OF BARBEE MILL, RECORDED IN BOOK 246 OF PLATS, PAGES 25-39, RECORDED UNDER KING COUNTY RECORDING NO.20080208000182. REFERENCES 1. PLAT OF BARBEE MILL, RECORDED IN BOOK 246 OF PLATS, PAGES 25-39, RECORDED UNDER KING COUNTY RECORDING NO.20080208000182. 2. RECORD OF SURVEY FOR WASHINGTON DEPARTMENT OF TRANSPORTATION RECORDED UNDER KING COUNTY RECORDING NO.20060118900012. 3. CITY OF RENTON LOT LINE ADJUSTMENT LUA-05-069-LLA RECORDED UNDER KING COUNTY RECORDING NO.20051012900009. 4. CITY OF RENTON LOT LINE ADJUSTMENT LUA-11-037-SHPL RECORDED UNDER KING COUNTY RECORDING NO.20110726900006. 5. SR-405 HIGHWAY ENGINEER PLANS, "KENNYDALE NORTH". 6. SR-405 HIGHWAY ENGINEER PLANS, "NE 3RD ST VIC. TO SE 64TH ST VIC.". 7. DEED RECORDED UNDER KING COUNTY RECORDING NO.4856255. - - SECTION LINE BSBL BUILDING SETBACK LINE DATUM VERTICAL DATUM: NAVD 88 PER GNSS OBSERVATION HORIZONTAL DATUM: NAD83 WASHINGTON STATE PLANES, NORTH ZONE, US FOOT BENCHFOUND MON. IN CASE MARK 3" BRASS DISC, DOWN 0.65' ON THE CENTERLINE OF LAKE WASHINGTON BLVD SITE BENCHMARK ELEVATION = 33.56 LEGAL DESCRIPTION PARCEL A: THAT PORTION OF GOVERNMENT LOT 1, SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, AND OF VACATED NORTHEAST 44TH STREET (SOUTHEAST 80TH STREET), AS VACATED UNDER RECORDING NO.7602260427, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 1; THENCE NORTH 88° 47' 36" WEST, ALONG THE NORTH LINE THEREOF, 797.2 FEET, MORE OR LESS, TO HIGHWAY ENGINEERS STATION 4+65.6 AS DESCRIBED UNDER RECORDING NOS. 4210056 AND 7811221071; THENCE SOUTH 01 ° 12' 24" WEST 30.00 FEET TO THE BEGINNING OF A CURVE ON THE SOUTHERLY MARGIN OF SAID VACATED S.E. 80TH STREET, THE CENTER OF WHICH BEARS SOUTH 01 ° 12' 24" WEST 256.50 FEET; THENCE WESTERLY AND SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE, A DISTANCE OF 204 FEET, MORE OR LESS, TO THE X-LINE RIGHT-OF-WAY LINE AS DESCRIBED UNDER RECORDING NO. 7811221071 AND THE TRUE POINT OF BEGINNING; THENCE NORTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, THE CENTER OF WHICH BEARS SOUTH 59° 02' 16" EAST 1,115.92 FEET, TO THE NORTH LINE OF SAID GOVERNMENT LOT 1; THENCE SOUTH 88° 47' 36" EAST ALONG SAID NORTH LINE TO THE WESTERLY LINE OF SECONDARY STATE HIGHWAY NO.2-A AS CONVEYED UNDER RECORDING NO.4664242; THENCE SOUTHERLY ALONG SAID WESTERLY LINE TO THE SOUTHWESTERLY LINE OF A TRACT OF LAND CONVEYED TO PAN -ABODE INC., BY DEED RECORDED UNDER RECORDING NO.4856255; THENCE NORTH 62° 59' 05" WEST ALONG SAID SOUTHWESTERLY LINE TO THE SOUTHEASTERLY LINE OF LAKE WASHINGTON BOULEVARD DESCRIBED UNDER RECORDING NO.4210056; THENCE NORTHEASTERLY ALONG SAID SOUTHEASTERLY LINE AND THE SOUTHEASTERLY LINE OF A TRACT OF LAND CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NO.4210056 TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION CONVEYED TO THE CITY OF RENTON, A MUNICIPAL CORPORATION BY DEED RECORDED APRIL 15, 2011 UNDER RECORDING NO 20110415000140. PARCEL B THAT PORTION OF GOVERNMENT LOT 5, SECTION 29, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, AND OF VACATED 44TH STREET NORTHEAST (SOUTHEAST 80TH STREET), AS VACATED UNDER RECORDING NO.7602260427, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID GOVERNMENT LOT 5; THENCE NORTH 01 ° 12' 24" EAST 30.00 FEET; THENCE NORTH 88° 47' 36" WEST 563.68 FEET TO THE EASTERLY LINE OF A TRACT AS DESCRIBED UNDER RECORDING NO. 7811221071 AND THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE SOUTH 30° 21' 54" EAST 35.21 FEET TO THE SOUTH LINE OF SAID GOVERNMENT LOT 5; THENCE NORTH 88° 47' 36" WEST, ALONG SAID SOUTH LINE 342.24 FEET TO A POINT ON THE ARC OF A CURVE TO THE RIGHT, THE CENTER OF WHICH BEARS SOUTH 44° 14' 51" EAST 1,115.92 FEET, SAID POINT BEING ON THE WESTERLY LINE OF SAID TRACT DESCRIBED UNDER RECORDING NO. 7811221071; THENCE NORTHEASTERLY ALONG SAID ARC 201.65 FEET TO THE R-A LINE OF SAID TRACT DESCRIBED UNDER RECORDING NO. 7811221071; THENCE SOUTH 32° 59' 47" EAST, ALONG SAID LINE, 11.60 FEET; THENCE SOUTHEASTERLY ALONG SAID LINE ON THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 180.00 FEET A DISTANCE OF 68.23 FEET TO A POINT OF REVERSE CURVE; THENCE SOUTHEASTERLY ALONG SAID LINE ON THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 120.00 FEET A DISTANCE OF 58.06 FEET TO A POINT ON THE NORTHERLY LINE OF SAID VACATED S.E. 80TH STREET WHICH IS NORTH 88° 47' 36" WEST OF THE TRUE POINT OF BEGINNING; THENCE SOUTH 88° 47' 36" EAST 77.13 FEET TO THE TRUE POINT OF BEGINNING. SURVEYOR'S LEGAL DESCRIPTION THAT PORTION OF GOVERNMENT LOT 1, SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M AND GOVERNMENT LOT 5, SECTION 29, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTH QUARTER CORNER OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M.; THENCE N88°48'22"W, ALONG THE NORTH LINE OF SAID SECTION 32, 544.77 FEET, SAID POINT BEING ON THE WESTERLY RIGHT-OF-WAY MARGIN OF INTERSTATE 405 AND THE POINT OF BEGINNING; THE FOLLOWING FOUR COURSES AND DISTANCES ARE ALONG SAID WESTERLY MARGIN; THENCE S30°21'39"E 35.21 FEET TO A POINT OF NON -RADIAL INTERSECTION WITH A 2035.00-FOOT RADIUS CURVE TO THE LEFT, THE CENTER OF WHICH BEARS S84°14'35"E; THENCE SOUTHERLY, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 02°38'50", A DISTANCE OF 94.02 FEET TO A POINT OF NON -TANGENCY; THENCE ALONG A SPIRAL CURVE WITH A CHORD BEARING AND DISTANCE OF S00°12146"W 308.60 FEET; THENCE S01°14'09"E 310.58 FEET; THENCE N62°59'08"W 721.16 FEET TO THE EASTERLY RIGHT-OF-WAY MARGIN OF LAKE WASHINGTON BOULEVARD NORTH; THE FOLLOWING SIX COURSES AND DISTANCES ARE ALONG SAID EASTERLY MARGIN; THENCE N31°13'50"E 92.62 FEET; THENCE N31°02'11"E 89.41 FEET; THENCE N34°06'50"E 73.77 FEET; THENCE N66°21'55"W 14.52 FEET; THENCE N30°54'57"E 21.67 FEET TO A POINT OF NON -RADIAL INTERSECTION WITH A 1115.92-FOOT RADIUS CURVE TO THE RIGHT, THE CENTER OF WHICH BEARS S56°24'26"E; THENCE NORTHEASTERLY, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 22°28'02", A DISTANCE OF 437.58 FEET TO A POINT OF NON -TANGENCY; THENCE S33°00'34"E 11.60 FEET TO A POINT OF TANGENCY WITH A 180.00-FOOT RADIUS CURVE TO THE LEFT; THENCE SOUTHERLY, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 21 °43'06", A DISTANCE OF 68.23 FEET TO A POINT OF REVERSE CURVATURE WITH A 120.00-FOOT RADIUS CURVE TO THE RIGHT; THENCE SOUTHERLY, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 27°39'47", A DISTANCE OF 57.94 FEET TO A POINT OF NON -TANGENCY; THENCE S88°48'22"E 77.90 FEET; THENCE S30°21'39"E 35.21 FEET TO THE POINT OF BEGINNING. THE LEGAL DESCRIPTION SUPPLIED BY TITLE AND THE SURVEYOR'S LEGAL DESCRIPTION DESCRIBE THE SAME PROPERTY, AS MAPPED ON THE SURVEY. ALTAINSPS LAND TITLE SURVEY KENNYDALE GATEWAY RENTON KENNYDALE GATEWAY LLC 505 FIFTH AVENUE S, SUITE 900 SEATTLE, WA 98104 SURVEYOR'S CERTIFICATION TO: FIRST AMERICAN TITLE INSURANCE COMPANY, KENNYDALE GATEWAY LLC AND ALLIANCE REALTY PARTNERS,.LLC, A DELAWARE LIMITED LIABILITY COMPANY, AND ITS SUCCESSORS AND/OR ASSIGNS; AND LANDESBANK HESSEN-THURINGEN GIROZENTRALE, INDIVIDUALLY AND AS AGENT FOR THE OTHER BANKS, AND THEIR RESPECTIVE SUCCESSORS AND/OR ASSIGNS AND BROADSTONE EAST LAKE WASHINGTON OWNER, LLC, A DELAWARE LIMITED LIABILITY COMPANY. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2026 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 2, 3, 4, 5, 6(a), 6(b), 7(a), 7(b)(1), 7(c), 8, 9, 10(a), 11(b), 13, 14, 16, 17, 18, 19 AND 20 OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON APRIL 23, 2026. DATE OF SURVEY DRAWN DATE OF PLAT OR MAP: MAY 15, 2026 DAV/,D ca'. 0 ./ q 4 53 0 �<v f✓/ IS S TV.. ROBERT D. WEST, PLS /SAL LAND CERTIFICATE NO.44653 RWEST@COREDESIGNINC.COM 5-15-26 MAY 15, 2026 JEREMY REEFF PROJECT MANAGER LAFE HERMANSEN REVISIONS ADDRESS CLIENT COMMENTS 10/27/2025 ADDRESS CLIENT COMMENTS 4/27/2026 ADDRESS CLIENT COMMENTS 5/15/2026 SHEET OF 1_� 1 4 CORE PROJECT NO. �zw/ DESI G N 12100 NE 195TH STREET, SUITE 300 19030 Bothell, Washington 98011 425.885.7877 R-427502A