The URL can be used to link to this page

Home My WebLink AboutCD-4275IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 COVER SHEET C1.01 C 1 . 0 1 VICINITY MAP CAUTION: UTILITY CONFLICTS KENNYDALE GATEWAY SHEET INDEX KENNYDALE GATEWAY LLC 4350 LAKE WASHINGTON BLVD N, RENTON, WA 98056 CIVIL CONSTRUCTION PLANS I-405 SITE REFERENCES LEGAL DESCRIPTION EXCEPTIONS CONTAINED IN A TITLE NOTES ENGINEER/PLANNER/SURVEYOR/ OWNER GEOTECHNICAL ENGINEER SITE INFORMATION VERTICAL DATUM ARCHITECT HORIZONTAL DATUM GRADING LANDSCAPE ARCHITECT T E D - 4 0 - 4 2 7 5 R-427501 W-427501 S-427501 T-427501 T R O - 4 1 - 4 2 7 5 W T R - 2 7 - 4 2 7 5 W W P - 2 7 - 4 2 7 5 REGIONAL FIRE AUTHORITY cthomas 06/02/2026 APPROVED Surface Water Enginering jfarah 06/02/2026 WASTEWATER UTILITY Mbenoit 06/03/2026 Condition of approval: 1)A King County Special Use Permit (SUP) is required prior to construction of the roundabout at the intersection of 43rd Street and Lake Washington Blvd N. A copy of the issued permit shall be provided to development engineering project manager. WATER UTILITY ABDOUL GAFOUR 06/09/2026 DEVELOPMENT ENGINEERING yqi 06/09/2026 SITE I-405 JO N E S A V E N E SE 88TH ST M O N T E R E Y P L N E 11 8 T H A V E S E LAK E W A S H I N G T O N B L V D N HAZ E L W O O D L N SE 80TH ST LAK E W A S H I N G T O N B L V D N LI N C O L N A V E N E 11 6 T H A V E S E N 36TH ST N 38TH ST N 40TH ST N 37TH ST NE 48TH ST 11 6 T H A V E S E NE 43RD PL I- 4 0 5 F W Y LAKE WASHINGTON 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-THÜRINGEN 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 PLAT OR MAP: MAY 15, 2026 PARKING COUNT STANDARD COMPACT ADA STALLS TOTAL OPEN 37 0 0 37 COVERED 0 0 0 0 TOTAL 37 0 0 37 ROBERT D. WEST, PLS CERTIFICATE NO. 44653 RWEST@COREDESIGNINC.COM LEGAL DESCRIPTIONSCHEDULE B ITEMS BENCHMARK DATUM SURVEYOR'S NOTES VICINITY MAP 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. 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. VERTICAL DATUM: NAVD 88 PER GNSS OBSERVATION HORIZONTAL DATUM: NAD83 WASHINGTON STATE PLANES, NORTH ZONE, US FOOT FOUND MON. IN CASE 3" BRASS DISC, DOWN 0.65' ON THE CENTERLINE OF LAKE WASHINGTON BLVD SITE BENCHMARK ELEVATION = 33.56 TABLE A OPTIONS 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 MAP'S 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. LEGEND DATE OF SURVEY REVISIONS DRAWN PROJECT MANAGER PROJECT NO. SHEET OF SURVEYOR'S CERTIFICATION DESIGN 12100 NE 195TH STREET, SUITE 300 Bothell, Washington 98011 425.885.7877 ALTA/NSPS LAND TITLE SURVEY KENNYDALE GATEWAY LLC 505 FIFTH AVENUE S, SUITE 900 SEATTLE, WA 98104 KENNYDALE GATEWAY RENTON 19030 1 4 MAY 15, 2026 JEREMY REEFF LAFE HERMANSEN NE1/4, NW1/4 OF SEC. 32 AND SE1/4, SW1/4 OF SEC 29 ALL IN, TWP. 24 N., RGE. 5 E., W.M. ADDRESS CLIENT COMMENTS 10/27/2025 ADDRESS CLIENT COMMENTS 4/27/2026 ADDRESS CLIENT COMMENTS 5/15/2026 5.VERTICAL RELIEF IS SHOWN HEREON. SOURCE INFORMATION IS FROM A GROUND SURVEY. THE CONTOUR INTERVAL, VERTICAL DATUM AND ORIGINATING BENCHMARK 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. 53033C0664G 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"). 2.ADDRESSES OF THE SURVEYED PROPERTY ARE SHOWN HEREON. 7(A). EXTERIOR DIMENSIONS OF THE BUILDINGS AT GROUND LEVEL ARE SHOWN HEREON. 7(B)1. 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. 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. 4.PROPERTY AREA: 337,816 ± SQUARE FEET (7.7551 ± ACRES) 13.NAMES OF ADJOINING OWNERS ACCORDING TO CURRENT TAX RECORDS ARE 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. 18.OFFSITE EASEMENTS OR SERVITUDES ARE SHOWN HEREON. 5-15-26 P C W P FVC CLF SS SD W G OHP OHT P OHPT UNDERGROUND POWER OVERHEAD POWER/COMMUNICATIONS OVERHEAD COMMUNICATIONS OVERHEAD POWER GAS PIPE WATER PIPE STORM DRAINAGE PIPE SEWER PIPE CHAIN LINK FENCE FACE OF VERTICAL CURB CENTER LINE PROPERTY LINE BENCHMARK, AS NOTED FOUND SURVEY MONUMENT, AS NOTED SEWER MANHOLE SEWER CLEANOUT BOLLARD SIGN, AS NOTED COMMUNICATIONS PEDESTAL TELEPHONE PEDESTAL COMMUNICATIONS MANHOLE TRANSFORMER POWER MANHOLE JUNCTION BOX POWER METER POWER VAULT POWER CONDUIT YARD LIGHT GUY ANCHOR LIGHT POLE UTILITY POLE GAS METER GAS VALVE IRRIGATION VALVE IRRIGATION METER HOSE BIB FIRE DEPARTMENT CONNECT WATER AIR VAC WATER BLOWOFF WATER MANHOLE WATER VAULT WATER METER WATER VALVE FIRE HYDRANT CULVERT END STORM DRAINAGE CLEANOUT YARD DRAIN STORM DRAINAGE MANHOLE CATCH BASIN TYPE II CATCH BASIN TYPE I FENCE EDGE OF ASPHALT CONCRETE X ////// CL PL W PARKING LIGHT 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. 19.PROFESSIONAL LIABILITY INSURANCE HAS BEEN OBTAINED IN ACCORDANCE TO THE REQUIREMENTS OF THE CLIENT THROUGHOUT THE TERM OF THE CONTRACT. SECTION LINE 6(B) BUILDING SETBACKS ARE DEPICTED HEREON PER MEMORANDUM BY MCCULLOUGH HILL PLLC, DATED MARCH 26, 2026. 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. BUILDING SETBACK LINEBSBL 14.THE DISTANCE TO THE NEAREST INTERSECTING STREET IS SHOWN HEREON. 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. BASIS OF BEARINGS REFERENCES 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. 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. 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°12'46"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. P P P PPP C C G W W /// X // / /// /// /// /// /// /// /// /// /// /// /// /// /// ////// ///////// /// /// /// /// /// /// /// // / // / /// /// /// / / / // / // / / / / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// // / / / / /// /// ////// /// /// /// /// /// /// /// //////////// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// / // /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ////// OHP T OHP T OHP T OHP T OHP T OHP T OHP T OHP T OHP T OHP T OHP T OHP T OHP T OHP T OHP T OHP T OHP T OHPT OHPT OHPT OHPT OHPT OHPT OHP T OHP T OHP T OHP T X OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OHPOHPOHPOHP OHP OHP OHP OHP OHP SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSD SD SD OHPT OHPT OHPT OHPT OHPT OHPT OHPT W W W W W W W W W W W W W W W W W W W W W P P P P P SS SS 20' PUBLIC UTILITIES ESMT REC NO 7510080738 N88°48'22"W 916.73 MEAS (916.72 R1) BASIS OF BEARINGS PER R1 X-LIN E P E R ( R 2 ) G G G G G G G G G G G G G G G G VACATED NE 44TH ST (SE 80TH ST) REC. NO. 7602260427 N34 ° 0 6 ' 5 0 " E 7 3 . 7 7 N66°21'55"W 14.52 N30°54'57"E 21.67 CALC R = 12 0.0 0 Δ = 2 7 ° 3 9'4 7 " L = 5 7.9 4 C A L C R = 180.0 0C A L C Δ = 2 1°4 3'06" L = 6 8.23 N88°48'22"W 77.90 CALC N 3 0 ° 2 1 ' 3 9 " W 7 0 . 4 2 C A L C N33°00'34"W 11.60 DEED R =11 15.9 2 Δ =2 2 °2 8'0 2 "L =4 3 7.5 8 D E E D CH O R D = N 0 0 ° 1 7 ' 1 4 " E 3 0 9 . 7 3 N30 ° 5 4 ' 5 7 " E 80.00 (PU B L I C ) RELINQUISHMENT OF ACCESS TO SR405 REC NO 4664242 RELINQUISHMENT OF ACCESS TO SR405 REC NO 4664242 UTILITY ESMT REC NO 7602260427 POWER ESMT REC NO 20110929000470 POWER ESMT REC NO 20110929000470 10' POWER ESMT REC NO 20240423000661 /// /// /// // / // / 10' POWER ESMT REC NO 20240423000661 10' POWER ESMT REC NO 20240423000661 36 40 40 34 36 38 32 34 36 38 38 32 34 3 2 36 38 34 3 0 28 3 0 3 2 85. 4 321 . 9 321 . 9 8.0 19.8 8.0 19.8 48.2 59 . 5 48.2 59 . 5 60.3 59 . 7 59.6 59 . 7 59.6 52 . 2 12.0 52 . 2 12.0 19. 8 12.0 19. 8 15.9 15. 0 15.9 15. 0 8.2 28.1 8.2 28.1 8. 0 19.8 8.0 19.8 13 . 9 60.2 13 . 9 60.2 SDMH #8254, TYPE II RIM EL=32.56 12"CPEP(NW)IE=27.46 24"CPEP(NE)IE=26.56 24"CPEP(SW)IE=26.46 CB #8253, TYPE I SDMH #8251, TYPE II RIM EL=32.21 24"CPEP(SE)IE=26.41 24"CPEP(NE)IE=26.21 24"CPEP(SW)IE=25.41 SDMH #8249, TYPE II RIM EL=32.00 18"CPEP(SE)IE=29.30 24"CPEP(SW)IE=26.60 24"CPEP(NE)IE=26.30 18"CPEP(NW)IE=26.83 18"CPEP(NW)IE=26.84 12"CPEP(NW)IE=27.79 CB #8245, TYPE I RIM EL=32.75 24"CPEP(NE)IE=26.75 24"CPEP(SW)IE=26.45 12"CPEP(SE)IE=26.45 12"CPEP(E)IE=27.27 SDMH #8532, TYPE II RIM EL=40.64 12"CONC(NE)IE=27.00 18"CONC(NW)IE=26.69 CB #8534, TYPE I RIM EL=29.43 12"CPEP(W)IE=25.93 SDMH #8533, TYPE II RIM EL=37.50 18"CONC(SW)IE=25.80 SSMH #8536 RIM EL=30.06 6"PVC(E)IE=26.36 6"PVC(S)IE=26.30 ? ? ? CB #8535, TYPE I RIM EL=29.82 24"CPEP(NE)IE=26.52 24"CONC(SW)IE=26.42 90.4 99.4 28 . 6 22 . 6 1 9 . 4 R=2035.00 Δ=2°38'50" L=94.02 30' LAK E W A S H I N G T O N B O U L E V A R D R =1 145 .9 2 Δ =53°16 '2 8 " L =10 6 5.4 9 IN T E R S T A T E 4 0 5 PARCEL A TPN 3224059049 KENNYDALE GATEWAY LLC PARCEL B TPN 3224059049 KENNYDALE GATEWAY LLC 15' SLOPE EASEMENT REC NO 20241226000243 15' SLOPE EASEMENT REC NO 20241226000243 20' TEMP CONSTRUCTION ESMT REC NO 20250109000152 20' TEMP CONSTRUCTION ESMT REC NO 20250109000152 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS P P P P P P P P P P P P P P P P P W W W W W W W W W W W WWWWWWWWWWW P P P P P P P P P P P P P P P P P P P P P P P P P P P P W W W W W W W W W W W W W W W W P P P P P P P P P W W W W W W W W W W W W W W W CM C M C M CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G P P P P P P P P P P W CM CM CM CM CM CM W W W W W CM CM YIELD TO HEAVY EQUIPMENT TRAIL CROSSING AHEAD ROAD WORK AHEAD NO PARKING ON PAVEMENT 4.8 4.9 4.9 4.6 4.4 5.0 JOB SHACK JOB SHACK JOB SHACK JO B S H A C K FREESTANDING ECO-BLOCK WALL FREESTANDING ECO-BLOCK WALL STORAGE BUILDING CONTAINER 2 CONTAINERS COVERED POWER BOXES 6'CLF 5 MPH OVERHEAD POWER LINES WASHOUT PAD WASHOUT PAD WATER PUMP FVC FVC FVC 37.5 PVMT WIDTH 49.9 PVMT WIDTH ARROW (E) ARROW (W) ARROW (SW) THROUGH BLDG POWER CABINET POWER CABINET 4" POWER CONDUIT ARROW NW WATER MARKER "C.O.R.W." GAS PAINT CROSSES ARROWS (W) "UNKNOWN GPR" "UNKNOWN GAS PAINT MERGES "LV" "GPR""LV/LS" ARROW (S) STORM DRAINAGE ESMT REC NO 7811221071 17 13 13 14 15 21 21 30 30 30 31 31 32 32 GOV. LOT 5 GOV. LOT 1 10' BSBL 5 0 . 0 0 N88°46'56"W 2613.30 R2 DATE OF SURVEY REVISIONS DRAWN PROJECT MANAGER PROJECT NO. SHEET OF DESIGN 12100 NE 195TH STREET, SUITE 300 Bothell, Washington 98011 425.885.7877 19030 2 4 MAY 15, 2026 JEREMY REEFF LAFE HERMANSEN NE1/4, NW1/4 OF SEC. 32 AND SE1/4, SW1/4 OF SEC 29 ALL IN, TWP. 24 N., RGE. 5 E., W.M. ADDRESS CLIENT COMMENTS 10/27/2025 ADDRESS CLIENT COMMENTS 4/27/2026 ADDRESS CLIENT COMMENTS 5/15/2026 SEE SHEET 3 OF 4 0 SCALE: 1" = 402010 20' 5-15-26 BOUNDARY NOTE "A" DESCRIPTION IN TITLE MAKES A CALL TO THE R-A LINE OF SAID TRACT DESCRIBED UNDER RECORDING NO. 7811221071. THE REFERENCED RECORDING NUMBER DOCUMENT DESCRIBES THE LINE AS THE R-A LINE RIGHT OF WAY MARGIN. OUR SOLUTION WAS TO GO TO THE R-A LINE RIGHT OF WAY MARGIN, DUE TO THE CALL TO THE LINE IN THE REFERENCED DEED. THIS CORRESPONDS TO OTHER REFERENCED HIGHWAY PLANS AND DOCUMENTS. C S OH P OH P OH P OH P OH P OH P OH P X X X X X XX X X X / / / / / / / // /// /// /// /// ////// /// /// /// /// /// /// ///X X X X X X X X X X X X X X X X X X X /// /// /// /// /// /// /// /// /// /// /// /// /// /// OHP T OHP T OHP T OHP T OHP T OHP T OHP T OHP T OHP T OHP T OHP T OHP T OHP T OHP T OHP T OHP T OH P OH P OH P OH P OH P OH P O H P O H P OH P O H P OH P O H P O H P OHP OHP OHP OHP OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P S D SD SD SD SD SD SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SD SD SD SD W WW W W W W W SD SD SD SD SD W W 20' PUBLIC UTILITIES ESMT REC NO 7510080738 20' PUBLIC UTILITIES ESMT REC NO 7510080738 SS SS SS SS SS SS SS SS SS SS SS SS CONVEYED TO CITY OF RENTON REC. NO. 20110415000140 N31 ° 1 3 ' 5 0 " E 9 2 . 6 2 C A L C N34 ° 0 6 ' 5 0 " E 7 3 . 7 7 N66°21'55"W 14.52 N30°54'57"E 21.67 CALC N62 ° 5 9 ' 0 8 " W 7 2 1 . 1 6 C A L C N31 ° 0 2 ' 1 1 " E 8 9 . 4 1 SP I R A L C U R V E CH O R D = N 0 0 ° 1 7 ' 1 4 " E 3 0 9 . 7 3 BUR L I N G T O N N O R T H E R N - S A N T A F E R R (RI G H T - O F - W A Y ) IN T E R S T A T E 4 0 5 (PU B L I C ) RELINQUISHMENT OF ACCESS TO SR405 REC NO 4664242 DRAINAGE ESMT REC NO 20110307001402 POWER ESMT REC NO 20110929000470 10' POWER ESMT REC NO 20240423000661 10' POWER ESMT REC NO 20240423000661 32 32 32 3 4 34 32 34 34 28 30 28 3 0 34 32 34 34 3 0 32 3 2 3 0 30 34 34 34 34 34 36 312. 0 61. 0 312. 0 61. 0 8.1 19.5 8.1 19.5 8.0 31.0 8.0 31.0 8.0 19.8 7.9 19.8 8.0 40.5 8.0 40.5 16. 0 39.8 16. 0 39.8 16.0 28. 316.0 28. 3 20.0 8.3 20.0 8.3 20. 0 16.020. 0 16. 0 28.1 8. 0 28.1 8. 0 85. 4 321 . 9 8.0 19.8 8.0 19.8 48.2 59 . 5 60.3 35 . 9 60.3 35 . 9 59 . 7 59.6 59 . 7 52 . 2 12.0 52 . 2 12.0 56 . 1 12.1 56 . 1 12.1 8.0 19.8 16.0 96 . 8 16.0 96 . 8 8.0 39.6 8.0 39.6 SDMH #8257, TYPE II RIM EL=32.94 12"CPEP(SE)IE=27.44 24"CPEP(NE,SW)IE=26.34 CONTROL STRUCTURE 12"CPEP(NW)IE=26.29 SDMH #8254, TYPE II RIM EL=32.56 12"CPEP(NW)IE=27.46 24"CPEP(NE)IE=26.56 24"CPEP(SW)IE=26.46 CB #8253, TYPE I RIM EL=32.01 12"CPEP(SE)IE=29.01 CB #8342, TYPE I RIM EL=30.73 18"PVC(W)IE=26.83 18"CPEP(N)IE=26.83 CB #8343, TYPE I RIM EL=29.96 12"CPEP(E)IE=27.56 18"CPEP(S)IE=26.96 18"CPEP(N)IE=26.61 CB #8712, TYPE I RIM EL=29.97 18"PVC(S)IE=26.47 12"CPEP(SE)IE=26.47 SDMH #8539, TYPE II RIM EL=28.78 12"CONC(S)IE=15.38 CB #8701, TYPE I RIM EL=33.12 6"PVC(N,E)IE=31.22 12"CPEP(N)IE=30.97 ? 12"CPEP(NE)IE=26.32 ? ? ? ? AP P R O X . L O C . F R O M CIT Y R E C O R D S (TY P . F O R A L L U T I L I T I E S ) 99.4 46.8 88. 6 14.9 106 . 9 112 . 9 FEMA 100 YR FLOODPLAIN APPROX. LOCATION FEMA 100 YR FLOODPLAIN APPROX. LOCATION 30' LA K E W A S H I N G T O N B O U L E V A R D PARCEL A TPN 3224059049 KENNYDALE GATEWAY LLC SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SD SD SD SD SD P P P P P P P P W W W W W W W W W W W W W W W W W W W W W W W W W W W W W P P P P P P PW W W W W W W CM CM CM CM CM CM CM CM CM CM CM CM G G G G G G G G G G G G G G G G G P 6'CL F 6'C L F 6' C L F 6'CLF 6'CL F 6'CL F MAY CREEK TRAIL MAY CREEK TRAIL HABITAT INFO RENTON PARK RULES ALL ANIMALS ON LEASH 25 MPH 0.7 0.7 0.3 0.5 FENCE CROSSES PL 0.2 FENCE CROSSES PL 0.2 FENCE CROSSES PL 5.0 4.8 4.8 4.9 4.9 5.0 4.9 STORAGE BUILDING CO N T A I N E R CON T A I N E R CO N T A I N E R 2 C O N T A I N E R S 4 CO N T A I N E R S 3 CONTAINERS OVERHEAD WATER TRUCK REFILL STATION 6 S T O R A G E CO N T A I N E R S 2 CON T A I N E R S JOB SHACK JOB SHACK JOB SHACK JO B S H A C K FREESTANDING ECO-BLOCK WALL FREESTANDING ECO-BLOCK WALL FREESTANDING ECO-BLOCK WALL FREESTANDING ECO-BLOCK WALL FREESTANDING ECO-BLOCK WALL FREESTANDING ECO-BLOCK WALL FREESTANDING ECO-BLOCK WALL FREESTANDING ECO-BLOCK WALL FREESTANDING ECO-BLOCK WALL FREESTANDING ECO-BLOCK WALL FREESTANDING ECO-BLOCK WALL FREESTANDING ECO-BLOCK WALL FREESTANDING ECO-BLOCK WALL FREESTANDING ECO-BLOCK WALL STORAGE BUILDING 2 CONTAINERS FILTER AND PUMP CONTAINERS JO B S H A C K FVC FVC VERTICAL CONDUIT WITH OUTLETS ON WOOD PANEL VERTICAL CONDUIT WITH OUTLETS ON WOOD PANEL 34.7 PVMT WIDTH 37.5 PVMT WIDTH ARROW (SW) THROUGH BLDG ARROW (S) ARROW (S) 13 14 14 20 21 30 30 D/W CURB CUT 10' BSBL 30.0 7 N30 ° 5 4 ' 5 7 " E DATE OF SURVEY REVISIONS DRAWN PROJECT MANAGER PROJECT NO. SHEET OF DESIGN 12100 NE 195TH STREET, SUITE 300 Bothell, Washington 98011 425.885.7877 19030 3 4 MAY 15, 2026 JEREMY REEFF LAFE HERMANSEN NE1/4, NW1/4 OF SEC. 32 AND SE1/4, SW1/4 OF SEC 29 ALL IN, TWP. 24 N., RGE. 5 E., W.M. ADDRESS CLIENT COMMENTS 10/27/2025 ADDRESS CLIENT COMMENTS 4/27/2026 ADDRESS CLIENT COMMENTS 5/15/2026 SEE SHEET 2 OF 4 SEE SHEET 4 OF 4 5-15-26 0 SCALE: 1" = 402010 20' C S X X X X X OH P OH P OH P OH P OH P OH P X X X X X XX X X / /// /// /// /// /// ////// /// /// /// /// /// /// ///X X X X X X X X X X X X X X X X X X X X X X X /// OHP T OHP T OHP T OHP T OHP T OHP T OH P OH P OH P O H P OH P O H P OH P O H P O H P OH P OHP OHP OHP OHP OH P OH P OH P OH P OH P OH P OH P SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W SD SD SD SD W WW W W W X X SD SD SD SD SD W W 20' PUBLIC UTILITIES ESMT REC NO 7510080738 20' PUBLIC UTILITIES ESMT REC NO 7510080738 10' WIDE SEWER EASEMENT REC. NO. 7106230529 SS SS SS SS SS SS SS SS SS SS SS SS N31 ° 1 3 ' 5 0 " E 9 2 . 6 2 C A L C N62 ° 5 9 ' 0 8 " W 7 2 1 . 1 6 C A L C RELINQUISHMENT OF ACCESS TO SR405 REC NO 4664242 DRAINAGE ESMT REC NO 20110307001402 10' POWER ESMT REC NO 20240423000661 32 32 3 4 34 36 36 36 36 38 32 34 34 28 30 2834 32 34 34 30 34 34 34 36 312. 0 61. 0 312. 0 61. 0 8.1 19.5 8.1 19.5 8.0 31.0 8.0 31.0 8.0 19.8 7.9 19.8 8.0 40.5 8.0 40.5 16. 0 39.8 16. 0 39.8 16. 0 28. 316. 0 28. 3 20. 0 16.020. 0 16.0 28.1 8.0 28.1 8.0 96 . 8 16.0 96 . 8 8.0 39.6 8.0 39.6CB #8342, TYPE I RIM EL=30.73 18"PVC(W)IE=26.83 18"CPEP(N)IE=26.83 CB #8343, TYPE I RIM EL=29.96 12"CPEP(E)IE=27.56 18"CPEP(S)IE=26.96 18"CPEP(N)IE=26.61 CB #8712, TYPE I RIM EL=29.97 18"PVC(S)IE=26.47 12"CPEP(SE)IE=26.47 CB #8701, TYPE I RIM EL=33.12 6"PVC(N,E)IE=31.22 12"CPEP(N)IE=30.97 ? 12"CPEP(NE)IE=26.32 ? ? ? ? APP R O X . L O C . F R O M CIT Y R E C O R D S (TY P . F O R A L L U T I L I T I E S ) 46.8 75.3 25. 1 20.4 20. 1 20. 6 7.9 9.8 25. 8 27. 3 88. 6 106 . 9 112 . 9 FEMA 100 YR FLOODPLAIN APPROX. LOCATION FEMA 100 YR FLOODPLAIN APPROX. LOCATION FEMA 100 YR FLOODPLAIN APPROX. LOCATION N0 1 ° 1 4 ' 0 9 " W 3 1 0 . 5 8 TPN 32240 5 9 1 0 9 CITY OF R E N T O N SD SD SD P P P P P W W W W W W W W W W W W W W W W W W W W W W W W W CM CM G W W W 6'CL F 6'C L F 6' C L F 6'CLF 6'CL F 6'CL F 6'CL F 6'CL F MAY CREEK TRAIL MAY CREEK TRAIL HABITAT INFO RENTON PARK RULES ALL ANIMALS ON LEASH 0.7 0.7 0.3 0.5 FENCE CROSSES PL 0.2 FENCE CROSSES PL 0.2 FENCE CROSSES PL 0.7 FENCE CROSSES PL 0.8 1.4 FENCE CROSSES PL 0.8 0.5 0.2 0.1 4.9 4.9 5.0 4.9 4.9 5.0 7.4 CONTAINER FILTER AND PUMP CONTAINERS 2 CONTAINERS STORAGE BUILDING CO N T A I N E R CON T A I N E R CON T A I N E R 2 CO N T A I N E R S 4 C O N T A I N E R S 3 CONTAINERS 6 S T O R A G E CO N T A I N E R S 2 CO N T A I N E R S FREESTANDING ECO-BLOCK WALL FREESTANDING ECO-BLOCK WALL FREESTANDING ECO-BLOCK WALL FREESTANDING ECO-BLOCK WALL FREESTANDING ECO-BLOCK WALL FREESTANDING ECO-BLOCK WALL 2 CONTAINERS FILTER AND PUMP CONTAINERS FVC VERTICAL CONDUIT WITH OUTLETS ON WOOD PANEL 34.7 PVMT WIDTH 13 14 14 20 30 D/W CURB CUT 10' BSBL 30.0 7 DATE OF SURVEY REVISIONS DRAWN PROJECT MANAGER PROJECT NO. SHEET OF DESIGN 12100 NE 195TH STREET, SUITE 300 Bothell, Washington 98011 425.885.7877 4 4 MAY 15, 2026 JEREMY REEFF LAFE HERMANSEN NE1/4, NW1/4 OF SEC. 32 AND SE1/4, SW1/4 OF SEC 29 ALL IN, TWP. 24 N., RGE. 5 E., W.M. ADDRESS CLIENT COMMENTS 10/27/2025 ADDRESS CLIENT COMMENTS 4/27/2026 ADDRESS CLIENT COMMENTS 5/15/2026 SEE SHEET 3 OF 4 5-15-26 0 SCALE: 1" = 402010 20' IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 ERC/HEX CONDITIONS OF APPROVALC1.03 C 1 . 0 3 T E D - 4 0 - 4 2 7 5 R-427503 ’ ’ “ ” ’ ERC CONDITIONS OF APPROVAL HEX CONDITIONS OF APPROVAL ” ’ – – – ’ ’ ’ ’ DEVELOPMENT ENGINEERING yqi 06/09/2026 0;FRONT 0;REAR 0;ELEV. No. 1 L-1 REF COPIE R KEY TRAC K 0;REAR 0;ELEV. No. 1 3C 3B 3C 3B 3B 3A 3B 3A 0;ELEV. No. 1 0;ELEV. No. 20;COP0;COP C BUILD I N G 1 BUILD I N G 2 BUILD I N G 3 NE 43RD ST C C C G XX /// // / /// /// /// / / / /// X X X X X X X X X /// /// /// /// /// /// /// ////// // / /// /// /// /// // / // / // / /// /// /// /// /// /// /// /// /// /// X 2 2 "W 9 1 6 .7 3 M E A S (9 1 6 .7 2 R 1 ) BASIS OF B E A R I N G S P E R R 1 146.36 X-LI N E P E R ( R 2 ) G G G G G G G G G BUR L I N G T O N N O R T H E R N - S A N T A F E R R (RI G H T - O F - W A Y ) N 0 1 ° 1 4 ' 0 9 " W 9 0 0 . 2 3 N3 0 ° 5 4 ' 5 7 " E I N T E R S T A T E 4 0 5 125.00 80.00 (P U B L I C ) 30' LA K E W A S H I N G T O N B O U L E V A R D R=1145.92 Δ=53°16'28" L=1065.49 I N T E R S T A T E 4 0 5 TPN 3 2 2 4 0 5 9 1 0 9 CITY O F R E N T O N PARCE L B TPN 32 2 4 0 5 9 0 4 9 KENNY D A L E G A T E W A Y L L C P P P P P P P P P P P P CM CM CM CM CM CM CM CM CM CM CM G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G P P P P P CM CM CM GOV. LOT 5 GOV. LO T 1 10' BSBL N3 0 ° 5 4 ' 5 7 " E ROAD A R O A D C L W B L V D N R O A D B ROAD A IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 HORIZONTAL CONTROL PLAN C1.04 C 1 . 0 4 T E D - 4 0 - 4 2 7 5 R-427504 Note: all overhead power onsite and in the right of way fronting the project site shall be undergrounded unless approved otherwise by the city. Condition of approval: 2)The Street Modification Land Use Permit (LUA26-000165) to retain the existing power distribution and telecom lines must be approved and all conditions of the land user permit shall be met prior to any frontage improvements along Lake Washington Blvd N. DEVELOPMENT ENGINEERING yqi 06/09/2026 C C G W W /// /// /// /// /// /// / / / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// // / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OHP T OHP T OHP T OHP T OHP T OHP T OH P T OH P T OH P T SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W X-L I N E P E R ( R 2 ) G G G G G G G G G G G G G G N3 0 ° 5 4 ' 5 7 " E 80.00 36 38 36 3 8 34 30 R=1145.92 Δ=53°16'28" L=1065.49 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W P P P P P W W W W W W W W W W P P W W W W W W W W CM CM CM CM CM CM CM CM CM CM CM CM CM CM G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G CM CM CM CM CM CM W W W W CM CM STOR M D R A I N A G E E S M T GOV. L O T 5 GOV. L O T 1 50.0 0 L-1 REF COP I E R KEY TRA C K C LA K E W A S H I N G T O N B L V D N ROAD A BUILD I N G 2 BUILD I N G 1 NE 43RD ST IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 SITE PLAN C1.05 C 1 . 0 5 T E D - 4 0 - 4 2 7 5 R-427505 KEY MAP S E E S H E E T C 1 . 0 6 SEE SHEET C1.08 SITE LEGEND DEVELOPMENT ENGINEERING yqi 06/09/2026 P P P P P P X // / / / / /// /// / / / // / / // / / / / // /// /// /// /// /// /// /// /// /// /// /// /// / / / // / / / / / / / // / // / / / / // / / / / / / / // / /// /// /// /// /// /// /// /// / / / / / / / / / / / / / / / /// /// /// /// /// /// / // / / / /// /// /// /// /// /// /// /// /// /// /// /// /// / / / / / / / / / / / / / // /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// / OH P T OH P T OH P T OH P T OHP T OHP T OHP T OHP T OHP T OHP T X O H P O H P O H P OH P O H P O H P OH P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHP OHP OHP OHP OHP OHP OHP OHP OHP SD SD SD SD SD SD SD SD SD SD OHP T P P P P P S S S S 20' PU B L I C U T I L I T I E S E S M T REC N O 7 5 1 0 0 8 0 7 3 8 N88°48 ' 2 2 " W 9 1 6 . 7 3 M E A S ( 9 1 6 . 7 2 R 1 ) BASIS O F B E A R I N G S P E R R 1 146.36 VACAT E D N E 4 4 T H S T ( S E 8 0 T H S T ) REC. N O . 7 6 0 2 2 6 0 4 2 7 I N T E R S T A T E 4 0 5 / / / / / / / // / / / // / / / / 36 40 34 36 38 32 34 36 38 38 3 2 34 3 2 34 34 I N T E R S T A T E 4 0 5 P P P P P P P P P P P P P P P P P W W W W W W W W W W W W W W W W W W W W W W P P P P P P P P P P P P PW W W W W W W W P P P P STORM D R A I N A G E E S M T REC N O 7 8 1 1 2 2 1 0 7 1 17 14 10' BSBL 10' BSBL 50.0 0 L-1 REF COP I E R KEY TRA C K 0;ELEV. No. 1 0;ELEV. No. 2 0;COP 0;COP BUILD I N G 1 LA K E W A S H I N G T O N B L V D N ROAD A ROAD A R O A D C ROAD D BUILD I N G 2 BUILD I N G 2 BUILD I N G 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 SITE PLAN C1.06 C 1 . 0 6 T E D - 4 0 - 4 2 7 5 R-427506 KEY MAP S E E S H E E T C 1 . 0 5 SEE SHEET C1.07 SITE LEGEND DEVELOPMENT ENGINEERING yqi 06/09/2026 XXXXX OH P OH P OH P OH P OH P OH P OH P X X X X X X X X X X O H P OH P O H P OH P O H P OH P OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP O H P O H P O H P O H P O H P O H P O H P O H P SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S W SD W XX W W 20' PU B L I C U T I L I T I E S E S M T REC N O 7 5 1 0 0 8 0 7 3 8 20' PU B L I C U T I L I T I E S E S M T REC N O 7 5 1 0 0 8 0 7 3 8 10' WID E S E W E R E A S E M E N T SS SS SS SS SS SS SS SS SS SS SS SS 125.00 32 34 34 36 3 6 36 36 38 34 34 34 36 FEMA 1 0 0 Y R F L O O D P L A I N APPRO X . L O C A T I O N W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 14 14 10' BSBL 0;REAR 0;ELEV. No. 1 3 C 3 B 3C 3B 3 B 3 A 3 B 3 A BUILD I N G 3 R O A D A ROAD A R O A D B IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 SITE PLAN C1.07 C 1 . 0 7 T E D - 4 0 - 4 2 7 5 R-427507 KEY MAP S E E S H E E T C 1 . 0 8 SEE SHEET C1.06 SITE LEGEND DEVELOPMENT ENGINEERING yqi 06/09/2026 C S X X XX X X XX X X /// /// /// /// ////// /// /// /// //////////// /// /// /// X X X X X X X X X X X X X X X X X X /// /// /// /// /// /// /// /// // / // / // / /// /// /// /// /// /// /// / // /// /// OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SDSD SD SD W W W W W W W W W W SD SD SD SD SD 20' PU B L I C U T I L I T I E S E S M T REC N O 7 5 1 0 0 8 0 7 3 8 G G G SS SS SS SS SS SS SS SS SS SS SS SS CONV E Y E D T O C I T Y O F R E N T O N REC. N O . 2 0 1 1 0 4 1 5 0 0 0 1 4 0 BU R L I N G T O N N O R T H E R N - S A N T A F E R R (R I G H T - O F - W A Y ) (P U B L I C ) DRAIN A G E E S M T REC N O 2 0 1 1 0 3 0 7 0 0 1 4 0 2 32 32 32 34 32 34 34 2830 28 30 34 3 2 34 3 4 28 30 32 32 30 30 FEMA 1 0 0 Y R F L O O D P L A I N APPRO X . L O C A T I O N FEMA 1 0 0 Y R F L O O D P L A I N APPRO X . L O C A T I O N 30' SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SD SD SD SD SD P P P P P W W W W W W W W W W P P P P P P P P P P P W W WW W W W W W W W W W W CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W W CM P 14 20 30.07 N3 0 ° 5 4 ' 5 7 " E 0;FRONT 0;REAR 0;ELEV. No. 1 REF 3C 3B BUILD I N G 2 ROAD A R O A D B R O A D B L A K E W A S H I N G T O N B L V D N . IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 SITE PLAN C1.08 C 1 . 0 8 T E D - 4 0 - 4 2 7 5 R-427508 KEY MAP S E E S H E E T C 1 . 0 7 SEE SHEET C1.06 SITE LEGEND DEVELOPMENT ENGINEERING yqi 06/09/2026 0;FRONT 0;REAR 0;ELEV. No. 1 L-1 REF COPIE R KEY TRAC K 0;REAR 0;ELEV. No. 1 3C 3B 3C 3B 3B 3A 3B 3A 0;ELEV. No. 1 0;ELEV. No. 20;COP0;COP C LA K E W A S H I N G T O N B L V D N ROAD A NE 43RD ST C C C G W W S XX // / /// /// /// / / / / / /// X X X X X /// /// /// /// /// /// /// ////// // / /// /// /// /// // / // / // / /// /// /// /// /// /// /// /// /// /// OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OHP T OHP T OH P T OH P T OH P T SD SD SD SD SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SD OHP T OHP T OHP T S S W W W W W W W W W W W W W W W W X 20' PUB L I C U T I L I T I E S E S M T REC NO 7 5 1 0 0 8 0 7 3 8 2 2 "W 9 1 6 .7 3 M E A S (9 1 6 .7 2 R 1 ) BASIS OF B E A R I N G S P E R R 1 146.36 X-LI N E P E R ( R 2 ) G G G G G G G G G 10' WIDE S E W E R E A S E M E N T REC. NO . 7 1 0 6 2 3 0 5 2 9 BUR L I N G T O N N O R T H E R N - S A N T A F E R R (RI G H T - O F - W A Y ) I N T E R S T A T E 4 0 5 (P U B L I C ) LA K E W A S H I N G T O N B O U L E V A R D I N T E R S T A T E 4 0 5 TPN 3 2 2 4 0 5 9 1 0 9 CITY O F R E N T O N SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SD W W P P P P P P P P W W W W W W W P P P P W W W W W W W CM CM CM CM CM CM CM CM CM CM CM G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W P P P P P CM CM W CM 14 GOV. LOT 5 GOV. LO T 1 10' BSBL 50.0 0 30.07 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 COMPOSITE UTILITY PLAN C1.09 C 1 . 0 9 STORM LEGEND SEWER LEGEND WATER LEGEND T E D - 4 0 - 4 2 7 5 W T R - 2 7 - 4 2 7 5 W W P - 2 7 - 4 2 7 5 R-427509 W-27502 S-427502 DEVELOPMENT ENGINEERING yqi 06/09/2026 C 1513 1514 1515 1516 1517 1518 1519 1520 1521 1522 1523 1524 1525 1526 1527 1528 1529 1530 1531 15321533 1534 1535 1536 1537 1539 1540 15411542 1545 2358 2359 100000 100001 100002 100003 100004 100006 C C G W W /// /// /// /// /// /// / / / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OHP T OHP T OHP T OHP T OHP T OHP T OH P T OH P T OH P T SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W X-L I N E P E R ( R 2 ) G G G G G G G G G G G G G G N3 0 ° 5 4 ' 5 7 " E 80.00 36 38 36 3 8 34 30 85.4 12 . 0 15.9 15 . 0 15.9 15 . 0 8. 2 28.1 8. 2 28.1 28.6 22.6 19.4 R=1145.92 Δ=53°16'28" L=1065.49 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W P P P P P W W W W W W W W W W P P W W W W W W W W CM CM CM CM CM CM CM CM CM CM CM CM CM CM G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G CM CM CM CM CM CM W W W W CM CM TRAIL C R O S S I N G AHEAD CONTA I N E R FV C FV C 49.9 PVMT W I D T H ARROW ( W ) ARROW N W WATER M A R K E R " C . O . R . W . " GAS P A I N T C R O S S E S ARRO W S ( W ) "UNKN O W N G P R " STOR M D R A I N A G E E S M T GOV. L O T 5 GOV. L O T 1 50.0 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 TEMPORARY EROSION & SEDIMENTATION CONTROL PLAN C2.01 C 2 . 0 1 T E D - 4 0 - 4 2 7 5 R-427510 KEY MAP S E E S H E E T C 2 . 0 1 SEE SHEET C2.01 EROSION LEGEND DEVELOPMENT ENGINEERING yqi 06/09/2026 1513 1515 1518 1519 1521 1523 1525 1526 1527 1528 1529 1531 1532 1533 1534 1535 1536 1537 1539 1540 15411542 1545 1932 1964 1975 2358 2359 100000 100001 100002 100003 100004 100005 100006 100007 100008 100009 100010 100011 100012 100013 10001 5 100016 100029 100030 P P P P P P X // / / / / /// /// / / / // / / // / / / / // /// /// /// /// /// /// /// /// /// /// /// /// / / / // / / / / / / / // / // / / / / // / / / / / / / // / /// /// /// /// /// /// /// /// / / / / / / / / / / / / / / / /// /// /// /// /// /// / // / / / /// /// /// /// /// /// /// /// /// /// /// /// /// / / / / / / / / / / / / / // /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// / OH P T OH P T OH P T OH P T OHP T OHP T OHP T OHP T OHP T OHP T X O H P O H P O H P OH P O H P O H P OH P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHP OHP OHP OHP OHP OHP OHP OHP OHP SD SD SD SD SD SD SD SD SD SD OHP T P P P P P S S S S 20' PU B L I C U T I L I T I E S E S M T REC N O 7 5 1 0 0 8 0 7 3 8 N88°48 ' 2 2 " W 9 1 6 . 7 3 M E A S ( 9 1 6 . 7 2 R 1 ) BASIS O F B E A R I N G S P E R R 1 146.36 VACAT E D N E 4 4 T H S T ( S E 8 0 T H S T ) REC. N O . 7 6 0 2 2 6 0 4 2 7 I N T E R S T A T E 4 0 5 / / / / / / / // / / / // / / / / 36 40 34 36 38 32 34 36 38 38 3 2 34 3 2 34 34 85.4 8.0 19 . 8 19 . 8 48.2 5 9 . 5 48.2 5 9 . 5 60.3 35 . 9 5 9 . 7 59.6 5 9 . 7 59.6 52 . 2 12.0 5 2 . 2 12.0 12.1 12 . 0 19.8 12 . 0 19.8 15.9 15 . 0 15.9 15 . 0 8. 2 28.1 8. 2 28.1 8.0 19 . 8 8.0 19 . 8 1 3 . 9 60.2 1 3 . 9 60.2 90.4 99.4 28.6 22.6 19.4 I N T E R S T A T E 4 0 5 PARCE L A TPN 32 2 4 0 5 9 0 4 9 KENN Y D A L E G A T E W A Y L L C PARCE L B TPN 32 2 4 0 5 9 0 4 9 KENN Y D A L E G A T E W A Y L L C P P P P P P P P P P P P P P P P P W W W W W W W W W W W W W W W W W W W W W W P P P P P P P P P P P P PW W W W W W W W P P P P YIELD T O H E A V Y EQUIP M E N T 4.8 4.9 4.9 4.6 4.4 5.0 4.8 4.8 JOB S H A C K JOB S H A C K JOB S H A C K JOB S H A C K J O B S H A C K FREES T A N D I N G ECO-B L O C K W A L L FREES T A N D I N G ECO-B L O C K W A L L FREES T A N D I N G ECO-B L O C K W A L L FREES T A N D I N G ECO-B L O C K W A L L FREES T A N D I N G ECO-B L O C K W A L L FREES T A N D I N G ECO-B L O C K W A L L FREES T A N D I N G ECO-B L O C K W A L L CONTA I N E R 2 CON T A I N E R S COVER E D POWE R B O X E S 6'CLF 5 MPH OVERH E A D POWE R L I N E S WASHO U T PAD WASHO U T PAD W A T E R PUMP ARROW ( E ) ARRO W ( W ) ARROW ( S W ) THROU G H B L D G STORM D R A I N A G E E S M T REC N O 7 8 1 1 2 2 1 0 7 1 17 14 10' BSBL 10' BSBL 50.0 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 C2.02 C 2 . 0 2 T E D - 4 0 - 4 2 7 5 R-427511 KEY MAP S E E S H E E T C 2 . 0 1 SEE SHEET C2.03 TEMPORARY EROSION & SEDIMENTATION CONTROL PLAN EROSION LEGEND DEVELOPMENT ENGINEERING yqi 06/09/2026 1318 1319 1746 1747 1748 1749 1750 1751 1756 1757 1758 1759 1760 1761 1765 1766 1767 1768 1771 1772 1773 1776 1778 1779 1780 1784 1785 1786 1787 1788 1789 1790 1791 1792 1793 1822 1823 1824 1825 1829 1830 1831 1837 1838 1849 1850 1851 1852 1853 1854 1855 1856 1859 1860 1861 1862 1863 1864 100022 100023 100024 100025 100027 100028 XXXXX OH P OH P OH P OH P OH P OH P OH P X X X X X X X X X X O H P OH P O H P OH P O H P OH P OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP O H P O H P O H P O H P O H P O H P O H P O H P SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S W SD W XX W W 20' PU B L I C U T I L I T I E S E S M T REC N O 7 5 1 0 0 8 0 7 3 8 20' PU B L I C U T I L I T I E S E S M T REC N O 7 5 1 0 0 8 0 7 3 8 10' WID E S E W E R E A S E M E N T SS SS SS SS SS SS SS SS SS SS SS SS 125.00 32 34 34 36 3 6 36 36 38 34 34 34 36 312.0 61 . 0 312.0 61 . 0 8. 1 19.5 8.1 19.5 8. 0 31.0 8. 0 31.0 8. 0 19.8 7. 9 19.8 8. 0 40.5 8. 0 40.5 16 . 0 39.8 16 . 0 39.8 16 . 0 28.3 28.3 60.3 3 5 . 9 60.3 5 6 . 1 5 6 . 1 12.1 16.0 9 6 . 8 16.0 96 . 8 8. 0 39.6 8. 0 39.6 46.8 75.3 25 . 1 20.4 20 . 1 20 . 6 7.99. 8 25 . 8 27 . 3 88 . 6 FEMA 1 0 0 Y R F L O O D P L A I N APPRO X . L O C A T I O N W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 6'CLF 6'CLF 0.2 FENCE C R O S S E S P L 0.2 FENCE C R O S S E S P L 0.7 FENC E C R O S S E S P L 0.8 1.4 FENCE C R O S S E S P L 0.8 0.5 0.2 0.1 4.9 4.9 5.0 4.9 4.9 5.0 7.4 CONTA I N E R FILTER A N D P U M P CONT A I N E R S 2 CON T A I N E R S STOR A G E B U I L D I N G CONTAINER CONTAINER CONTAINER2 CONTAINERS 4 CONTAINERS 3 CON T A I N E R S 6 S T O R A G E CO N T A I N E R S 2 CONTAINERS JOB S H A C K FREES T A N D I N G ECO-B L O C K W A L L FREES T A N D I N G ECO-B L O C K W A L L FREES T A N D I N G ECO-B L O C K W A L L FREES T A N D I N G ECO-B L O C K W A L L FREES T A N D I N G ECO-B L O C K W A L L FREES T A N D I N G ECO-B L O C K W A L L FREES T A N D I N G ECO-B L O C K W A L L J O B S H A C K 14 14 10' BSBL IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 C2.03 C 2 . 0 3 T E D - 4 0 - 4 2 7 5 R-427512 KEY MAP S E E S H E E T C 2 . 0 4 SEE SHEET C2.02 TEMPORARY EROSION & SEDIMENTATION CONTROL PLAN EROSION LEGEND DEVELOPMENT ENGINEERING yqi 06/09/2026 1307 1308 1309 1310 1311 1312 1313 1314 1315 1316 1317 1318 1319 1509 1510 1511 1512 1513 1514 1756 1757 2480 2481 2482 2483 2484 100017 100018 100019 100020 100021 100023 C S X X XX X X XX X X /// /// /// /// ////// /// /// /// //////////// /// /// /// X X X X X X X X X X X X X X X X X X /// /// /// /// /// /// /// /// // / // / // / /// /// /// /// /// /// /// / // /// /// OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SDSD SD SD W W W W W W W W W W SD SD SD SD SD 20' PU B L I C U T I L I T I E S E S M T REC N O 7 5 1 0 0 8 0 7 3 8 G G G SS SS SS SS SS SS SS SS SS SS SS SS CONV E Y E D T O C I T Y O F R E N T O N REC. N O . 2 0 1 1 0 4 1 5 0 0 0 1 4 0 BU R L I N G T O N N O R T H E R N - S A N T A F E R R (R I G H T - O F - W A Y ) (P U B L I C ) DRAIN A G E E S M T REC N O 2 0 1 1 0 3 0 7 0 0 1 4 0 2 32 32 32 34 32 34 34 2830 28 30 34 3 2 34 3 4 28 30 32 32 30 30 61 . 0 16 . 0 39.8 16 . 0 39.8 16 . 0 28.3 16 . 0 28.3 20.08. 3 20.0 8. 3 20.0 16 . 0 20.0 16 . 0 28 . 1 8.0 28 . 1 8.0 32 1 . 9 85.4 32 1 . 9 8.0 19 . 8 8.0 19 . 8 60.3 60.3 35 . 9 8.0 88 . 6 14.9 106.9 11 2 . 9 FEMA 1 0 0 Y R F L O O D P L A I N APPRO X . L O C A T I O N FEMA 1 0 0 Y R F L O O D P L A I N APPRO X . L O C A T I O N 30' LA K E W A S H I N G T O N B O U L E V A R D SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SD SD SD SD SD P P P P P W W W W W W W W W W P P P P P P P P P P P W W WW W W W W W W W W W W CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W W CM P 6'CLF 6'C L F 6'CL F 6'CLF 6'CLF 6'CLF TRAIL C R O S S I N G AHEAD ROAD W O R K AHEAD MAY C R E E K TRAIL MAY CR E E K T R A I L HABITA T I N F O RENTO N P A R K 25 MP H NO PA R K I N G ON PAV E M E N T 0.7 0.70.3 0.5 FENCE C R O S S E S P L 0.2 FENCE C R O S S E S P L 4 CONTAINERS 3 CON T A I N E R S OVERH E A D WATER T R U C K REFILL S T A T I O N JOB S H A C K STORA G E B U I L D I N G CONTA I N E R 2 CON T A I N E R S FILTER A N D P U M P CONTA I N E R S FV C FV C FV C VERTI C A L C O N D U I T WITH O U T L E T S O N WOOD P A N E L VERTIC A L C O N D U I T WITH O U T L E T S O N WOOD P A N E L 34.7 PVMT W I D T H 37.5 PVMT W I D T H ARROW ( S W ) THROU G H B L D G "UNKN O W N GAS P A I N T M E R G E S "LV" "GPR" "LV/LS " "HP" ARROW ( S ) ARRO W ( S ) 14 20 D/W CURB C U T 30.07 N3 0 ° 5 4 ' 5 7 " E IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 C2.04 C 2 . 0 4 T E D - 4 0 - 4 2 7 5 R-427513 KEY MAP S E E S H E E T C 2 . 0 3 SEE SHEET C2.02 TEMPORARY EROSION & SEDIMENTATION CONTROL PLAN EROSION LEGEND DEVELOPMENT ENGINEERING yqi 06/09/2026 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 TEMPORARY EROSION & SEDIMENTATION CONTROL NOTES & DETAILS C2.31 C 2 . 3 1 T E D - 4 0 - 4 2 7 5 R-427514 CONSTRUCTION SEQUENCE GENERAL STOCKPILE NOTES STORMWATER POLLUTION PREVENTION NOTES DEWATERING CONTROL DUST CONTROL PERMANENT COVER WET WEATHER CONSTRUCTION NOTE: TEMPORARY COVER MAINTENANCE DEVELOPMENT ENGINEERING yqi 06/09/2026 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 TEMPORARY EROSION & SEDIMENTATION CONTROL DETAILS C2.32 C 2 . 3 2 T E D - 4 0 - 4 2 7 5 R-427515 DEVELOPMENT ENGINEERING yqi 06/09/2026 L-1 REF COP I E R KEY TRA C K C LW B L V D N ROAD A BUILDING 1 BUILDING 2 C C G W W /// /// /// /// /// /// / / / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OHP T OHP T OHP T OHP T OHP T OHP T OH P T OH P T OH P T SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W X-L I N E P E R ( R 2 ) G G G G G G G G G G G G G G N3 0 ° 5 4 ' 5 7 " E 80.00 R=1145.92 Δ=53°16'28" L=1065.49 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W P P P P P W W W W W W W W W W P P W W W W W W W W CM CM CM CM CM CM CM CM CM CM CM CM CM CM G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G CM CM CM CM CM CM W W W W CM CM STOR M D R A I N A G E E S M T GOV. L O T 5 GOV. L O T 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 GRADING PLAN C3.01 C 3 . 0 1 T E D - 4 0 - 4 2 7 5 R-427516 KEY MAP S E E S H E E T C 3 . 0 2 SEE SHEET C3.03 SURFACE LEGEND D D DEVELOPMENT ENGINEERING yqi 06/09/2026 L-1 REF COP I E R KEY TRA C K 0;ELEV. No. 1 0;ELEV. No. 2 0;COP 0;COP LW B L V D N ROAD A ROAD A R O A D C ROAD D R O A D B BUILDING 1 BUILDING 1 BUILDING 2 BUILDING 3 P P P P P P X / / / / / / /// /// / / / // / / / / / / / / / / /// /// /// /// /// /// /// /// /// /// /// /// // / // / / / / / / / / / / / // / / / / // // / / / / /// /// /// // / /// /// /// /// /// / / / / / / / / / // / / / / /// / // /// /// /// /// // / / // /// /// /// /// /// /// /// /// /// /// /// /// // / / / / / / / / / / / / / / / / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// OH P T OH P T OH P T OH P T OHP T OHP T OHP T OHP T OHP T OHP T X O H P O H P O H P OH P O H P O H P OH P O H P O H P O H P O H P O H P O H P O H P OH P O H P OHP OHP OHP OHP OHP OHP OHP OHP OHP SD SD SD SD SD SD SD SD SD SD OHP T P P P P P S S S S 20' PU B L I C U T I L I T I E S E S M T REC N O 7 5 1 0 0 8 0 7 3 8 N88°48 ' 2 2 " W 9 1 6 . 7 3 M E A S ( 9 1 6 . 7 2 R 1 ) BASIS O F B E A R I N G S P E R R 1 146.36 VACAT E D N E 4 4 T H S T ( S E 8 0 T H S T ) REC. N O . 7 6 0 2 2 6 0 4 2 7 I N T E R S T A T E 4 0 5 / / / // / / // / / / /// / / / I N T E R S T A T E 4 0 5 PARCE L A TPN 32 2 4 0 5 9 0 4 9 KENN Y D A L E G A T E W A Y L L C PARCE L B TPN 3 2 2 4 0 5 9 0 4 9 KENN Y D A L E G A T E W A Y L L C P P P P P P P P P P P P P P P P P W W W W W W W W W W W W W W W W W W W W W W P P P P P P P P P P P P PW W W W W W W W W P P P P STORM D R A I N A G E E S M T REC N O 7 8 1 1 2 2 1 0 7 1 17 14 10' BSBL 10' BSBL IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 GRADING PLAN C3.02 C 3 . 0 1 T E D - 0 4 - 4 2 7 5 R-427517 KEY MAP S E E S H E E T C 4 . 0 1 SEE SHEET C3.03 SURFACE LEGEND B B A A B B B B DEVELOPMENT ENGINEERING yqi 06/09/2026 0;REAR 0;ELEV. No. 1 3 C 3 B 3C 3B 3 B 3 A 3 B 3 A ROAD A R O A D B BUILDING 3 BUILDING 3 XXXXX OH P OH P OH P OH P OH P OH P OH P X X X X X X X X X X O H P OH P O H P OH P O H P OH P OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP O H P O H P O H P O H P O H P O H P O H P O H P SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S W SD W XX W W 20' PU B L I C U T I L I T I E S E S M T REC N O 7 5 1 0 0 8 0 7 3 8 20' PU B L I C U T I L I T I E S E S M T REC N O 7 5 1 0 0 8 0 7 3 8 10' WID E S E W E R E A S E M E N T SS SS SS SS SS SS SS SS SS SS SS SS 125.00 FEMA 1 0 0 Y R F L O O D P L A I N APPRO X . L O C A T I O N W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 14 14 10' BSBL IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 GRADING PLAN C3.03 C 3 . 0 3 T E D - 4 0 - 4 2 7 5 R-427518 KEY MAP S E E S H E E T C 3 . 0 4 SEE SHEET C3.02 SURFACE LEGEND B B C C DEVELOPMENT ENGINEERING yqi 06/09/2026 C S X X XX X X XX X X /// /// /// /// ////// /// /// /// //////////// /// /// /// X X X X X X X X X X X X X X X X X X /// /// /// /// /// /// /// /// // / // / // / /// /// /// /// /// /// /// / // /// /// OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SDSD SD SD W W W W W W W W W W SD SD SD SD SD 20' PU B L I C U T I L I T I E S E S M T REC N O 7 5 1 0 0 8 0 7 3 8 G G G SS SS SS SS SS SS SS SS SS SS SS SS CONV E Y E D T O C I T Y O F R E N T O N REC. N O . 2 0 1 1 0 4 1 5 0 0 0 1 4 0 BU R L I N G T O N N O R T H E R N - S A N T A F E R R (R I G H T - O F - W A Y ) (P U B L I C ) DRAIN A G E E S M T REC N O 2 0 1 1 0 3 0 7 0 0 1 4 0 2 FEMA 1 0 0 Y R F L O O D P L A I N APPRO X . L O C A T I O N FEMA 1 0 0 Y R F L O O D P L A I N APPRO X . L O C A T I O N 30' LA K E W A S H I N G T O N B O U L E V A R D SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SD SD SD SD SD P P P P P W W W W W W W W W W P P P P P P P P P P P W W WW W W W W W W W W W W CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W W CM P 14 20 N3 0 ° 5 4 ' 5 7 " E 0;FRONT 0;REAR 0;ELEV. No. 1 REF 3C 3B ROAD A R O A D B R O A D B BUILDING 2 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 GRADING PLAN C3.04 C 3 . 0 4 T E D - 4 0 - 4 2 7 5 R-427519 KEY MAP S E E S H E E T C 3 . 0 3 SEE SHEET C3.02 SURFACE LEGEND C C B B B B DEVELOPMENT ENGINEERING yqi 06/09/2026 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 ROAD SECTIONS C3.31 C 3 . 3 1 T E D - 4 0 - 4 2 7 5 R-427520 SECTION A-A SURFACING SECTION ASPHALT PAVEMENT SURFACING SECTION WALKWAY SECTION B-B SECTION C-C SECTION D-D DEVELOPMENT ENGINEERING yqi 06/09/2026 C LW B L V D N ROAD A IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 GRADING DETAILS C3.32 C 3 . 3 2 T E D - 0 4 - 4 2 7 5 R-427521 KEY MAP SEE SHEET C3.03 GRADING DETAIL #1 GRADING DETAIL #2 GRADING DETAIL #3 GRADING DETAIL #4 GRADING DETAIL #5 GRADING DETAIL #6 DEVELOPMENT ENGINEERING yqi 06/09/2026 R O A D B IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 GRADING DETAILS C3.33 C 3 . 3 3 T E D - 0 4 - 4 2 7 5 R-427522 SEE SHEET C3.03 GRADING DETAIL #7 GRADING DETAIL #8 GRADING DETAIL #9 GRADING DETAIL #10 GRADING DETAIL #11 KEY MAP DEVELOPMENT ENGINEERING yqi 06/09/2026 C C G W W /// /// /// /// /// /// / / / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OHP T OHP T OHP T OHP T OHP T OHP T OH P T OH P T OH P T SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W X-L I N E P E R ( R 2 ) G G G G G G G G G G G G G G N3 0 ° 5 4 ' 5 7 " E 80.00 36 38 36 3 8 34 30 SDMH # 8 2 4 9 , T Y P E I I RIM EL = 3 2 . 0 0 18"CP E P ( S E ) I E = 2 9 . 3 0 24"CPE P ( S W ) I E = 2 6 . 6 0 24"CP E P ( N E ) I E = 2 6 . 3 0 18"CP E P ( N W ) I E = 2 6 . 8 3 18"CP E P ( N W ) I E = 2 6 . 8 4 12"CP E P ( N W ) I E = 2 7 . 7 9 CB #82 4 5 , T Y P E I RIM EL = 3 2 . 7 5 24"CP E P ( N E ) I E = 2 6 . 7 5 24"CP E P ( S W ) I E = 2 6 . 4 5 12"CPE P ( S E ) I E = 2 6 . 4 5 12"CP E P ( E ) I E = 2 7 . 2 7 CB #85 3 4 , T Y P E I RIM EL = 2 9 . 4 3 12"CP E P ( W ) I E = 2 5 . 9 3 ? CB #85 3 5 , T Y P E I RIM EL = 2 9 . 8 2 24"CP E P ( N E ) I E = 2 6 . 5 2 24"CO N C ( S W ) I E = 2 6 . 4 2 R=1145.92 Δ=53°16'28" L=1065.49 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W P P P P P W W W W W W W W W W P P W W W W W W W W CM CM CM CM CM CM CM CM CM CM CM CM CM CM G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G CM CM CM CM CM CM W W W W CM CM STOR M D R A I N A G E E S M T GOV. L O T 5 GOV. L O T 1 L-1 REF COP I E R KEY TRA C K C BUILDING 1 BUILDING 2 LW B L V D N ROAD A LA K E W A S H I N G T O N B L V D N 2358 2359 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 ROAD & STORM DRAINAGE PLANC4.01 C 4 . 0 1 T E D - 4 0 - 4 2 7 5 R-427523 STORM LEGEND KEY MAP S E E S H E E T C 4 . 0 2 SEE SHEET C4.03 STANDARD NOTES DEVELOPMENT ENGINEERING yqi 06/09/2026 P P P P P P X /// / / / / // /// / / / // / / // / / / / / / /// /// /// /// /// /// /// /// /// /// /// /// // / // / / / / / / / // / / // / / / / // // / / / / /// /// /// /// /// /// /// /// /// /// / / / / / / / / / / / / / / / /// // / /// /// /// /// // / / / / /// /// /// /// /// /// /// /// /// /// /// /// /// / / / / / / / / / / / / / // /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// / OH P T OH P T OH P T OH P T OHP T OHP T OHP T OHP T OHP T OHP T X O H P O H P O H P OH P O H P O H P OH P O H P O H P O H P O H P O H P O H P O H P OH P O H P OHP OHP OHP OHP OHP OHP OHP OHP OHP SD SD SD SD SD SD SD SD SD SD OHP T P P P P P S S S S 20' PU B L I C U T I L I T I E S E S M T REC N O 7 5 1 0 0 8 0 7 3 8 N88°48 ' 2 2 " W 9 1 6 . 7 3 M E A S ( 9 1 6 . 7 2 R 1 ) BASIS O F B E A R I N G S P E R R 1 146.36 VACAT E D N E 4 4 T H S T ( S E 8 0 T H S T ) REC. N O . 7 6 0 2 2 6 0 4 2 7 I N T E R S T A T E 4 0 5 / / / // / / // / / / // / / / / 36 40 40 34 36 38 32 34 36 38 38 3 2 34 32 34 34 SDMH # 8 2 4 9 , T Y P E I I RIM EL = 3 2 . 0 0 18"CPE P ( S E ) I E = 2 9 . 3 0 24"CP E P ( S W ) I E = 2 6 . 6 0 24"CPE P ( N E ) I E = 2 6 . 3 0 18"CP E P ( N W ) I E = 2 6 . 8 4 12"CPE P ( N W ) I E = 2 7 . 7 9 CB #82 4 5 , T Y P E I RIM EL = 3 2 . 7 5 24"CP E P ( N E ) I E = 2 6 . 7 5 24"CPE P ( S W ) I E = 2 6 . 4 5 12"CP E P ( S E ) I E = 2 6 . 4 5 12"CP E P ( E ) I E = 2 7 . 2 7 SDMH # 8 5 3 2 , T Y P E I I RIM EL = 4 0 . 6 4 12"CO N C ( N E ) I E = 2 7 . 0 0 18"CO N C ( N W ) I E = 2 6 . 6 9 CB #85 3 4 , T Y P E I RIM EL = 2 9 . 4 3 12"CPE P ( W ) I E = 2 5 . 9 3 SSMH # 8 5 3 6 RIM EL = 3 0 . 0 6 6"PVC ( E ) I E = 2 6 . 3 6 6"PVC ( S ) I E = 2 6 . 3 0 ? ? ? CB #85 3 5 , T Y P E I RIM EL = 2 9 . 8 2 24"CP E P ( N E ) I E = 2 6 . 5 2 24"CO N C ( S W ) I E = 2 6 . 4 2 I N T E R S T A T E 4 0 5 PARCE L A TPN 32 2 4 0 5 9 0 4 9 KENN Y D A L E G A T E W A Y L L C PARCE L B TPN 3 2 2 4 0 5 9 0 4 9 KENN Y D A L E G A T E W A Y L L C P P P P P P P P P P P P P P P P P W W W W W W W W W W W W W W W W W W W W W W P P P P P P P P P P P P P P P P PW W W W W W W W P P P P STORM D R A I N A G E E S M T REC N O 7 8 1 1 2 2 1 0 7 1 17 14 10' BSBL 10' BSBL L-1 REF COP I E R KEY TRA C K 0;ELEV. No. 1 0;ELEV. No. 2 0;COP 0;COP BUILDING 1 BUILDING 1 BUILDING 2 BUILDING 3 ROAD A ROAD A R O A D B LA K E W A S H I N G T O N B L V D N ROAD D R O A D C 1964 1975 2358 2359 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 ROAD & STORM DRAINAGE PLANC4.02 C 4 . 0 2 T E D - 4 0 - 4 2 7 5 R-427524 STORM LEGEND KEY MAP S E E S H E E T C 4 . 0 1 SEE SHEET C4.03 STANDARD NOTES DEVELOPMENT ENGINEERING yqi 06/09/2026 XXXXX OH P OH P OH P OH P OH P OH P OH P X X X X X X X X X X O H P OH P O H P OH P O H P OH P OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP O H P O H P O H P O H P O H P O H P O H P O H P SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S W SD W XX W W 20' PU B L I C U T I L I T I E S E S M T REC N O 7 5 1 0 0 8 0 7 3 8 20' PU B L I C U T I L I T I E S E S M T REC N O 7 5 1 0 0 8 0 7 3 8 10' WID E S E W E R E A S E M E N T SS SS SS SS SS SS SS SS SS SS SS SS 125.00 32 34 34 36 3 6 36 36 38 34 34 34 36 CB #87 0 1 , T Y P E I RIM EL = 3 3 . 1 2 6"PVC ( N , E ) I E = 3 1 . 2 2 12"CPE P ( N ) I E = 3 0 . 9 7 ? AP P R O X . L O C . F R O M CI T Y R E C O R D S (T Y P . F O R A L L U T I L I T I E S ) FEMA 1 0 0 Y R F L O O D P L A I N APPRO X . L O C A T I O N W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 14 14 10' BSBL 0;REAR 0;ELEV. No. 1 3 C 3 B 3C 3B 3 B 3 A 3 B 3 A BUILDING 3 BUILDING 3 R O A D A ROAD A R O A D B 1318 1757 1759 1760 1761 1765 1767 1771 1773 1776 1778 1779 1780 1829 1831 1837 1838 1849 1850 1851 1854 1855 1856 1862 1863 1864 100023 100024 100025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 ROAD & STORM DRAINAGE PLANC4.03 C 4 . 0 3 T E D - 4 0 - 4 2 7 5 R-427525 STORM LEGEND KEY MAP S E E S H E E T C 4 . 0 4 SEE SHEET C4.02 STANDARD NOTES DEVELOPMENT ENGINEERING yqi 06/09/2026 C S X X XX X X XX X X /// /// /// /// ////// /// /// /// //////////// /// /// /// X X X X X X X X X X X X X X X X X X /// /// /// // / /// /// /// /// // / // / // / /// /// /// /// /// /// /// /// /// /// OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SDSD SD SD W W W W W W W W W W SD SD SD SD SD 20' PU B L I C U T I L I T I E S E S M T REC N O 7 5 1 0 0 8 0 7 3 8 G G G SS SS SS SS SS SS SS SS SS SS SS SS CONV E Y E D T O C I T Y O F R E N T O N REC. N O . 2 0 1 1 0 4 1 5 0 0 0 1 4 0 BU R L I N G T O N N O R T H E R N - S A N T A F E R R (R I G H T - O F - W A Y ) (P U B L I C ) DRAIN A G E E S M T REC N O 2 0 1 1 0 3 0 7 0 0 1 4 0 2 32 32 32 34 32 34 34 2830 28 30 34 3 2 34 3 4 28 30 32 32 30 30 SDMH # 8 2 5 7 , T Y P E I I RIM EL = 3 2 . 9 4 12"CP E P ( S E ) I E = 2 7 . 4 4 24"CP E P ( N E , S W ) I E = 2 6 . 3 4 CONTR O L S T R U C T U R E 12"CP E P ( N W ) I E = 2 6 . 2 9 SDMH # 8 2 5 4 , T Y P E I I RIM EL = 3 2 . 5 6 12"CPE P ( N W ) I E = 2 7 . 4 6 24"CP E P ( N E ) I E = 2 6 . 5 6 24"CPE P ( S W ) I E = 2 6 . 4 6 CB #82 5 3 , T Y P E I RIM EL = 3 2 . 0 1 12"CPE P ( S E ) I E = 2 9 . 0 1 SDMH # 8 2 5 1 , T Y P E I I RIM EL = 3 2 . 2 1 24"CP E P ( S E ) I E = 2 6 . 4 1 24"CPE P ( N E ) I E = 2 6 . 2 1 24"CP E P ( S W ) I E = 2 5 . 4 1 18"CPE P ( N W ) I E = 2 6 . 8 3 SSMH # 8 2 6 4 RIM EL = 3 3 . 8 6 36"CO N C ( S E ) I E = 2 2 . 2 2 36"CO N C ( S W ) I E = 2 2 . 1 2 CB #83 4 2 , T Y P E I RIM EL = 3 0 . 7 3 18"PV C ( W ) I E = 2 6 . 8 3 18"CPE P ( N ) I E = 2 6 . 8 3 CB #83 4 3 , T Y P E I RIM EL = 2 9 . 9 6 12"CPE P ( E ) I E = 2 7 . 5 6 18"CP E P ( S ) I E = 2 6 . 9 6 18"CP E P ( N ) I E = 2 6 . 6 1 CB #87 1 2 , T Y P E I RIM EL = 2 9 . 9 7 18"PVC ( S ) I E = 2 6 . 4 7 12"CP E P ( S E ) I E = 2 6 . 4 7 SDMH # 8 5 3 9 , T Y P E I I RIM EL = 2 8 . 7 8 12"CO N C ( S ) I E = 1 5 . 3 8 CB #87 0 1 , T Y P E I RIM EL = 3 3 . 1 2 6"PVC ( N , E ) I E = 3 1 . 2 2 12"CP E P ( N ) I E = 3 0 . 9 7 ? 12"CPE P ( N E ) I E = 2 6 . 3 2 ? ? ? ? AP P R O X . L O C . F R O M CIT Y R E C O R D S (T Y P . F O R A L L U T I L I T I E S ) FEMA 1 0 0 Y R F L O O D P L A I N APPRO X . L O C A T I O N FEMA 1 0 0 Y R F L O O D P L A I N APPRO X . L O C A T I O N 30' LA K E W A S H I N G T O N B O U L E V A R D SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS CB TYP 2 RIM:34 . 5 1 IE(NE ) : 2 5 . 8 1 2 4 " C O N C IE(E):2 6 . 4 1 1 8 " A D S IE(SW ) : 2 6 . 7 1 2 4 " A D S BTM:25 . 7 1 SD SD SD SD SD SD P P P P P W W W W W W W W W W P P P P P P P P P P P W W WW W W W W W W W W W W CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W W CM P 14 20 N3 0 ° 5 4 ' 5 7 " E 0;FRONT 0;REAR 0;ELEV. No. 1 REF 3C 3B BUILDING 2 BUILDING 2 L W B L V D N ROAD A R O A D B R O A D B 1307 1309 1312 1313 1315 1318 1757 2480 2481 2482 2483 2484 100023 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 ROAD & STORM DRAINAGE PLANC4.04 C 4 . 0 4 T E D - 4 0 - 4 2 7 5 R-427526 STORM LEGEND KEY MAP S E E S H E E T C 4 . 0 3 SEE SHEET C4.02 STANDARD NOTES DEVELOPMENT ENGINEERING yqi 06/09/2026 20 30 40 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 ROAD A 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 ROAD & STORM DRAINAGE PROFILESC4.21 C 4 . 2 1 T E D - 4 0 - 4 2 7 5 R-427527 F O R C O N T I N U A T I O N S E E B E L O W F O R C O N T I N U A T I O N S E E A B O V E F O R C O N T I N U A T I O N S E E C 4 . 2 2 STANDARD NOTES DEVELOPMENT ENGINEERING yqi 06/09/2026 ROAD B 20 30 40 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+20 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 ROAD & STORM DRAINAGE PROFILESC4.22 C 4 . 2 2 T E D - 4 0 - 4 2 7 5 R-427528 F O R C O N T I N U A T I O N S E E C 4 . 2 1 STANDARD NOTES DEVELOPMENT ENGINEERING yqi 06/09/2026 ROAD C 20 30 40 20 30 40 40+00 40+50 41+00 41+30 ROAD D 20 30 40 20 30 40 50+00 50+50 51+00 51+50 51+90 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 ROAD & STORM DRAINAGE PROFILESC4.23 C 4 . 2 3 T E D - 4 0 - 4 2 7 5 R-427529 STANDARD NOTES DEVELOPMENT ENGINEERING yqi 06/09/2026 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 ROAD & STORM DETAILS C4.31 C 4 . 3 1 T E D - 4 0 - 4 2 7 5 R-427530 SURFACING SECTION ASPHALT PAVEMENT SURFACING SECTION WALKWAY DEVELOPMENT ENGINEERING yqi 06/09/2026 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 ROAD & STORM DETAILS C4.32 C 4 . 3 2 T E D - 4 0 - 4 2 7 5 R-427531 DEVELOPMENT ENGINEERING yqi 06/09/2026 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 STORM DRAINAGE DETAILS C4.33 C 4 . 3 3 T E D - 4 0 - 4 2 7 5 R-427532 DEVELOPMENT ENGINEERING yqi 06/09/2026 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 STORM DRAINAGE DETAILS C4.34 C 4 . 3 4 T E D - 4 0 - 4 2 7 5 R-427533 DEVELOPMENT ENGINEERING yqi 06/09/2026 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 STORM DRAINAGE DETAILS C4.35 C 4 . 3 5 T E D - 4 0 - 4 2 7 5 R-427534 DEVELOPMENT ENGINEERING yqi 06/09/2026 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 STORM DRAINAGE DETAILS C4.36 C 4 . 3 6 T E D - 4 0 - 4 2 7 5 R-427535 DEVELOPMENT ENGINEERING yqi 06/09/2026 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 STORM DRAINAGE DETAILS C4.37 C 4 . 3 7 T E D - 4 0 - 4 2 7 5 R-427536 DEVELOPMENT ENGINEERING yqi 06/09/2026 P P P P P P P R O A D B P P P P P P P P /// /// /// ////// // / / / / / / / / / / / / / / / / / / / / / // / / O H P OHP OHP OHP OHP OHP OHP OHP VACAT E D N E 4 4 T H S T ( S E 8 0 T H S T ) P P P 20' PU B L I C U T I L I T I E S E S M T W W W W W W W 1831 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 ROAD & STORM DRAINAGE PLANC4.38 C 4 . 0 4 T E D - 4 0 - 4 2 7 5 R-427537 STORM LEGEND KEY MAP BIORETENTION CELL DETAIL #2 BIORETENTION CELL DETAIL #1 BIORETENTION CELL DETAIL #3 BIORETENTION SECTION DETAIL DEVELOPMENT ENGINEERING yqi 06/09/2026 C C G W W /// /// /// /// /// /// / / / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OHP T OHP T OHP T OHP T OHP T OHP T OH P T OH P T OH P T SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W X-L I N E P E R ( R 2 ) G G G G G G G G G G G G G G 36 38 36 3 8 34 30 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W P P P P P W W W W W W W W W W P P W W W W W W W W CM CM CM CM CM CM CM CM CM CM CM CM CM CM G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G CM CM CM CM CM CM W W W W CM CM STOR M D R A I N A G E E S M T GOV. L O T 5 GOV. L O T 1 L-1 REF COP I E R KEY TRA C K C BUILDING 1 BUILDING 2 2358 2359 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 WASTEWATER & WATER PLAN C5.01 C 5 . 0 1 W T R - 2 7 - 4 2 7 5 W-427503S-427503 KEY MAP S E E S H E E T C 5 . 0 2 SEE SHEET C5.04 SEWER LEGEND WATER LEGEND GENERAL NOTES W W P - 2 7 - 4 2 7 5 WASTEWATER UTILITY Mbenoit 06/03/2026 PIPE AND FITTINGS W (E)W (E)W (E) REMOVE EXISTING 12"x6" CROSS AND 6" VALVES AND CONNECT TO EXIST. 12" WATER 25 LF 12" DI TO BE ABANDONED IN PLACE TO BE ABANDONED IN PLACE INSTALL 12" MJ PLUG ON EXISTING 12" VALVE(BY CITY FORCES)CAP AND ABANDON EXISTING 12" PIPE WATER UTILITY ABDOUL GAFOUR 06/09/2026 DEVELOPMENT ENGINEERING yqi 06/09/2026 P P P P P P X // / / / / /// /// / / / // / / // / / / / // /// /// /// /// /// /// /// /// /// /// /// /// / / / // / / / / / / / // / // / / / / // / / / / / / / // / /// /// /// /// /// /// /// /// / / / / / / / / / / / / / / / /// /// /// /// /// /// / // / / / /// /// /// /// /// /// /// /// /// /// /// /// /// / / / / / / / / / / / / / // /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// / OH P T OH P T OH P T OH P T OHP T OHP T OHP T OHP T OHP T OHP T X O H P O H P O H P OH P O H P O H P OH P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHP OHP OHP OHP OHP OHP OHP OHP OHP SD SD SD SD SD SD SD SD SD SD OHP T P P P P P S S S S 20' PU B L I C U T I L I T I E S E S M T REC N O 7 5 1 0 0 8 0 7 3 8 N88°48 ' 2 2 " W 9 1 6 . 7 3 M E A S ( 9 1 6 . 7 2 R 1 ) BASIS O F B E A R I N G S P E R R 1 146.36 VACAT E D N E 4 4 T H S T ( S E 8 0 T H S T ) REC. N O . 7 6 0 2 2 6 0 4 2 7 I N T E R S T A T E 4 0 5 / / / / / / / // / / / // / / / / 36 40 34 36 38 32 34 36 38 38 3 2 34 3 2 34 34 I N T E R S T A T E 4 0 5 PARCE L A TPN 32 2 4 0 5 9 0 4 9 KENN Y D A L E G A T E W A Y L L C PARCE L B TPN 32 2 4 0 5 9 0 4 9 KENN Y D A L E G A T E W A Y L L C P P P P P P P P P P P P P P P P P W W W W W W W W W W W W W W W W W W W W W W P P P P P P P P P P P P PW W W W W W W W P P P P STORM D R A I N A G E E S M T REC N O 7 8 1 1 2 2 1 0 7 1 17 14 10' BSBL 10' BSBL L-1 REF COP I E R KEY TRA C K 0;ELEV. No. 1 0;ELEV. No. 2 0;COP 0;COP BUILDING 1 BUILDING 1 BUILDING 2 BUILDING 3 1964 1975 2358 2359 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 C5.02 C 5 . 0 2 W-427504S-427504 KEY MAP S E E S H E E T C 5 . 0 1 SEE SHEET C5.03 WASTEWATER & WATER PLAN SEWER LEGEND WATER LEGEND W T R - 2 7 - 4 2 7 5 W W P - 2 7 - 4 2 7 5 WASTEWATER UTILITY Mbenoit 06/03/2026 6" DCDA AND 4" WATER UTILITY ABDOUL GAFOUR 06/09/2026 DEVELOPMENT ENGINEERING yqi 06/09/2026 XXXXX OH P OH P OH P OH P OH P OH P OH P X X X X X X X X X X O H P OH P O H P OH P O H P OH P OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP O H P O H P O H P O H P O H P O H P O H P O H P SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S W SD W XX W W 20' PU B L I C U T I L I T I E S E S M T REC N O 7 5 1 0 0 8 0 7 3 8 20' PU B L I C U T I L I T I E S E S M T REC N O 7 5 1 0 0 8 0 7 3 8 10' WID E S E W E R E A S E M E N T SS SS SS SS SS SS SS SS SS SS SS SS 32 34 34 36 3 6 36 36 38 34 34 34 36 FEMA 1 0 0 Y R F L O O D P L A I N APPRO X . L O C A T I O N W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 14 14 10' BSBL 0;REAR 0;ELEV. No. 1 3 C 3 B 3C 3B 3 B 3 A 3 B 3 A BUILDING 3 BUILDING 3 1318 1757 1759 1760 1761 1765 1767 1771 1773 1776 1778 1779 1780 1829 1831 1837 1838 1849 1850 1851 1854 1855 1856 1862 1863 1864 100023 100024 100025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 C5.03 C 5 . 0 3 W-427505S-427505 KEY MAP S E E S H E E T C 5 . 0 4 SEE SHEET C5.02 WASTEWATER & WATER PLAN SEWER LEGEND WATER LEGEND W T R - 2 7 - 4 2 7 5 W W P - 2 7 - 4 2 7 5 WASTEWATER UTILITY Mbenoit 06/03/2026 new 1.5'' irrigation meter w/dcva. see irrigation plan for details. 6" DCDA AND 4" E X I S T 1 2 " D I W WATER UTILITY ABDOUL GAFOUR 06/09/2026 DEVELOPMENT ENGINEERING yqi 06/09/2026 C S X X XX X X XX X X /// /// /// /// ////// /// /// /// //////////// /// /// /// X X X X X X X X X X X X X X X X X X /// /// /// /// /// /// /// /// // / // / // / /// /// /// /// /// /// /// / // /// /// OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T OH P T SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SDSD SD SD W W W W W W W W W W SD SD SD SD SD 20' PU B L I C U T I L I T I E S E S M T REC N O 7 5 1 0 0 8 0 7 3 8 G G G SS SS SS SS SS SS SS SS SS SS SS SS CONV E Y E D T O C I T Y O F R E N T O N REC. N O . 2 0 1 1 0 4 1 5 0 0 0 1 4 0 BU R L I N G T O N N O R T H E R N - S A N T A F E R R (R I G H T - O F - W A Y ) (P U B L I C ) DRAIN A G E E S M T REC N O 2 0 1 1 0 3 0 7 0 0 1 4 0 2 32 32 32 34 32 34 34 2830 28 30 34 3 2 34 3 4 28 30 32 32 30 30 FEMA 1 0 0 Y R F L O O D P L A I N APPRO X . L O C A T I O N FEMA 1 0 0 Y R F L O O D P L A I N APPRO X . L O C A T I O N LA K E W A S H I N G T O N B O U L E V A R D SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SD SD SD SD SD P P P P P W W W W W W W W W W P P P P P P P P P P P W W WW W W W W W W W W W W CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W W CM P 14 20 0;FRONT 0;REAR 0;ELEV. No. 1 REF 3C 3B BUILDING 2 1307 1309 1312 1313 1315 1318 1757 2480 2481 2482 2483 2484 100023 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 C5.04 C 5 . 0 4 W-427506S-427506 KEY MAP S E E S H E E T C 5 . 0 3 SEE SHEET C5.02 WASTEWATER & WATER PLAN SEWER LEGEND WATER LEGEND W T R - 2 7 - 4 2 7 5 W W P - 2 7 - 4 2 7 5 WASTEWATER UTILITY Mbenoit 06/03/2026 6" DCDA AND 4" WATER UTILITY ABDOUL GAFOUR 06/09/2026 DEVELOPMENT ENGINEERING yqi 06/09/2026 20 30 40 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 ROAD A ROAD A 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 WASTEWATER & WATER PROFILESC5.21 C 5 . 2 1 W-427507S-427507 F O R C O N T I N U A T I O N S E E B E L O W F O R C O N T I N U A T I O N S E E A B O V E F O R C O N T I N U A T I O N S E E C 5 . 2 2 W T R - 2 7 - 4 2 7 5 W W P - 2 7 - 4 2 7 5 WASTEWATER UTILITY Mbenoit 06/03/2026 WATER UTILITY ABDOUL GAFOUR 06/09/2026 DEVELOPMENT ENGINEERING yqi 06/09/2026 ROAD B 20 30 40 20 30 40 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+20 20 30 40 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 25+75 ROAD A IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 WASTEWATER & WATER PROFILES C5.22 C 5 . 2 2 R-427508S-427508 F O R C O N T I N U A T I O N S E E C 5 . 2 1 W T R - 2 7 - 4 2 7 5 W W P - 2 7 - 4 2 7 5 WASTEWATER UTILITY Mbenoit 06/03/2026 WATER UTILITY ABDOUL GAFOUR 06/09/2026 DEVELOPMENT ENGINEERING yqi 06/09/2026 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 SANITARY SEWER DETAILS C5.31 C 5 . 3 1 W W P - 2 7 - 4 2 7 5 S-427509 WASTEWATER UTILITY Mbenoit 06/03/2026 DEVELOPMENT ENGINEERING yqi 06/09/2026 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 SANITARY SEWER DETAILS C5.32 C 5 . 3 2 W W P - 2 7 - 4 2 7 5 S-427510 WASTEWATER UTILITY Mbenoit 06/03/2026 water and WATER UTILITY ABDOUL GAFOUR 06/09/2026 DEVELOPMENT ENGINEERING yqi 06/09/2026 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 WATER DETAILS C5.33 C 5 . 3 3 W T R - 2 7 - 4 2 7 5 W-427509 WATER UTILITY ABDOUL GAFOUR 06/09/2026 10. RECYCLED CONCRETE AGGREGATE SHALL NOT BE USED AS BEDDING OR BACKFILL MATERIALS FOR WATER MAINS AND WATER SERVICES DEVELOPMENT ENGINEERING yqi 06/09/2026 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY K E N N Y D A L E G A T E W A Y K E N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C : 2 2 0 0 6 3 9 5 L U A : 2 2 - 0 0 0 0 1 1 P R : 2 2 - 0 0 0 0 1 9 WATER DETAILS C5.34 C 5 . 3 4 W T R - 2 7 - 4 2 7 5 W-427510 WATER UTILITY ABDOUL GAFOUR 06/09/2026 DEVELOPMENT ENGINEERING yqi 06/09/2026 1307 1308 1309 1310 1311 1312 1313 1314 1315 1316 1317 1318 1319 1509 1510 1511 1512 1513 1514 1515 1516 1517 1518 1519 1520 1521 1522 1523 1524 1525 1526 1527 152815291530 1531 15321533 1534 1535 1536 15371539 1540 1541 1542 1545 1746 1747 1748 1749 1750 1751 1756 1757 1758 17591760 1761 1765 1766 1767 1768 1770 1771 1772 1773 1776 1778 1779 1780 1784 1785 1786 1787 1788 1789 1790 1791 1792 1793 1822 1823 1824 1825 1829 1830 1831 1837 1838 1849 1850 1851 1852 1853 1854 1855 1856 1859 1860 1861 1862 1863 1864 1932 1964 1975 2358 2359 2480 2481 2482 2483 2484 100000 100001 100002 100003 100004 100005 100006 100007 100008 100009 100010100011 100012 100013 100015 100016 100017 100018 100019 100020 100021 100022 100023 100024 100025 100026 100027 100028 100029 100030 0;FRONT 0;REAR 0;ELEV. No. 1 L-1 REF COPIER KEY TRACK 0;REAR 0;ELEV. No. 1 3C 3B 3C 3B 3B 3A 3B 3A 0;ELEV. N o . 1 0;ELEV. No. 2 0;COP 0;COP 4/ 2 1 / 2 0 2 6 1 : 1 3 P M J: \ 2 0 1 9 \ 1 9 0 3 0 \ L A N D S C A P E \ F I N A L \ S H E E T S \ 1 9 0 3 0 L 1 . 0 1 . D W G IN COMPLIANCE WITH CITY OF RENTON STANDARDS DESIGN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING KENNYDALE GATEWAY KE N N Y D A L E G A T E W A Y KE N N Y D A L E G A T E W A Y 1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 C: 2 2 0 0 6 3 9 5 LU A : 2 2 - 0 0 0 0 1 1 PR : 2 2 - 0 0 0 0 1 9 LANDMARK TREE TO BE REMOVED SIGNIFICANT TREE TO BE REMOVED SIGNIFICANT TREE TO REMAIN LEGEND EXISTING SIGNIFICANT TREE TO REMAIN (TYP.), TREE RETENTION SUMMARY TREE RETENTION NOTES TREE RETENTION PLANL1.01 EXISTING SIGNIFICANT TREE TO BE REMOVED (TYP.) OFF-SITE TREE (TYP.) NON-REGULATED TREE (TYP.) EXISTING LANDMARK TREE TO BE REMOVED PROPERTY LINE (TYP.) NON-REGULATED TREE (TO BE REMOVED) TOTAL NUMBER OF VIABLE TREES IN DEVELOPABLE AREA*:38 REQUIRED NUMBER OF TREES TO REMAIN (30%, PER RMC4-4-130.H.1.iii): 11 PROPOSED NUMBER OF TREES TO REMAIN: 5 PROPOSED NUMBER OF TREES IMPACTED:1 REQUIRED NUMBER OF REPLACEMENT TREES: 311 CREDITS * TREES IN POOR HEALTH AND PUBLIC STREETS ARE EXCLUDED. SEE TREE RETENTION WORKSHEET FOR DETAILS ON CALCULATION. SEE ARBORIST REPORT FOR DETAILED TREE INFORMATION. SEE TREE RETENTION WORKSHEET FOR FURTHER DETAIL. 1. SEE ARBORIST REPORT FOR ADDITIONAL DETAILS REGARDING TREE DESCRIPTIONS & CONDITIONS. 2. OFF-SITE TREES ARE SHOWN ONLY FOR PROTECTION OF EACH TREE. THE LOCATION AND SIZE OF THE TREES ARE FOR REFERENCE ONLY. 3. SEE LANDSCAPE PLANS BY BERGER PARTNERSHIP FOR FURTHER DETAIL ON REPLACEMENT TREE SPECIES, SIZE, AND QUANTITY. OFFSITE TREE (TO REMAIN, LOCATION AND DRIPLINE ARE SHOWN FOR PROTECTION DURING CONSTRUCTION ACTIVITIES) R.O.W. DEDICATION (TYP.) TREE INVENTORY EXISTING SIGNIFICANT TREE TO BE IMPACTED (TYP.), SIGNIFICANT TREE TO BE IMPACTED TE D - 4 0 - 4 2 7 5 R-427528TREE PROTECTION FENCING (TYP.), CURRENT PLANNING Clark Close 06/02/2026 IN COMPLIANCE WITH CITY OF RENTON STANDARDS KENNYDALE GATEWAY KE N N Y D A L E G A T E W A Y KE N N Y D A L E G A T E W A Y 4350 LAKE WASHINGTON BLVD N, RENTON, WA 98056 C: X X X X X X X X LU A : X X - X X X X X X PR : X X - X X X X X X TR O - 4 1 - 4 2 7 5 520 KIRKLAND WAY, SUITE 100KIRKLAND, WA, 98033 TRE92R TAKARA, 3E TAKARA#TENW&20 _ 2091383 T-427502 PAVEMENT MARKING PLAN 05-26-2026 S&ALE IN )EET 10 020 00 TRANSPORTATION OPERATION CBarnes 06/08/2026 DEVELOPMENT ENGINEERING yqi 06/09/2026 IN COMPLIANCE WITH CITY OF RENTON STANDARDS KENNYDALE GATEWAY KE N N Y D A L E G A T E W A Y KE N N Y D A L E G A T E W A Y 4350 LAKE WASHINGTON BLVD N, RENTON, WA 98056 C: X X X X X X X X LU A : X X - X X X X X X PR : X X - X X X X X X TR O - 4 1 - 4 2 7 5 520 KIRKLAND WAY, SUITE 100KIRKLAND, WA, 98033 TRE92R TAKARA, 3E TAKARA#TENW&20 _ 2091383 PAVEMENT MARKING PLAN 05-26-2026 T-427503 S&ALE IN )EET 10 020 00 TRANSPORTATION OPERATION CBarnes 06/08/2026 DEVELOPMENT ENGINEERING yqi 06/09/2026 IN COMPLIANCE WITH CITY OF RENTON STANDARDS KENNYDALE GATEWAY KE N N Y D A L E G A T E W A Y KE N N Y D A L E G A T E W A Y 4350 LAKE WASHINGTON BLVD N, RENTON, WA 98056 C: X X X X X X X X LU A : X X - X X X X X X PR : X X - X X X X X X TR O - 4 1 - 4 2 7 5 520 KIRKLAND WAY, SUITE 100KIRKLAND, WA, 98033 TRE92R TAKARA, 3E TAKARA#TENW&20 _ 2091383 T-427504 SIGNING PLAN 05-26-2026 S&ALE IN )EET 10 020 00 TRANSPORTATION OPERATION CBarnes 06/08/2026 DEVELOPMENT ENGINEERING yqi 06/09/2026 IN COMPLIANCE WITH CITY OF RENTON STANDARDS KENNYDALE GATEWAY KE N N Y D A L E G A T E W A Y KE N N Y D A L E G A T E W A Y 4350 LAKE WASHINGTON BLVD N, RENTON, WA 98056 C: X X X X X X X X LU A : X X - X X X X X X PR : X X - X X X X X X TR O - 4 1 - 4 2 7 5 520 KIRKLAND WAY, SUITE 100KIRKLAND, WA, 98033 TRE92R TAKARA, 3E TAKARA#TENW&20 _ 2091383 SIGNING PLAN 05-26-2026 T-427505 S&ALE IN )EET 10 020 00 TRANSPORTATION OPERATION CBarnes 06/08/2026 DEVELOPMENT ENGINEERING yqi 06/09/2026 IN COMPLIANCE WITH CITY OF RENTON STANDARDS KENNYDALE GATEWAY KE N N Y D A L E G A T E W A Y KE N N Y D A L E G A T E W A Y 4350 LAKE WASHINGTON BLVD N, RENTON, WA 98056 C: X X X X X X X X LU A : X X - X X X X X X PR : X X - X X X X X X TR O - 4 1 - 4 2 7 5 520 KIRKLAND WAY, SUITE 100KIRKLAND, WA, 98033 TRE92R TAKARA, 3E TAKARA#TENW&20 _ 2091383 SIGNING DETAILS N 43 Lake Wash RD ST Blvd N AHEAD X-ING TRAIL MOTOR NO VEHICLES ONLY NO PARKING ON PAVEMENT T-427506 05-26-2026 KCC.7.12.260 & 7.12.295 AUTHORIZED VEHICLES ONLY TRANSPORTATION OPERATION CBarnes 06/08/2026 DEVELOPMENT ENGINEERING yqi 06/09/2026 IN COMPLIANCE WITH CITY OF RENTON STANDARDS KENNYDALE GATEWAY KE N N Y D A L E G A T E W A Y KE N N Y D A L E G A T E W A Y 4350 LAKE WASHINGTON BLVD N, RENTON, WA 98056 C: X X X X X X X X LU A : X X - X X X X X X PR : X X - X X X X X X TR O - 4 1 - 4 2 7 5 520 KIRKLAND WAY, SUITE 100KIRKLAND, WA, 98033 TRE92R TAKARA, 3E TAKARA#TENW&20 _ 2091383 PAVEMENT MARKING & SIGNING DETAILS 05-26-2026 T-427507 TRANSPORTATION OPERATION CBarnes 06/08/2026 DEVELOPMENT ENGINEERING yqi 06/09/2026 IN COMPLIANCE WITH CITY OF RENTON STANDARDS KENNYDALE GATEWAY KE N N Y D A L E G A T E W A Y KE N N Y D A L E G A T E W A Y 4350 LAKE WASHINGTON BLVD N, RENTON, WA 98056 C: X X X X X X X X LU A : X X - X X X X X X PR : X X - X X X X X X TR O - 4 1 - 4 2 7 5 520 KIRKLAND WAY, SUITE 100KIRKLAND, WA, 98033 TRE92R TAKARA, 3E TAKARA#TENW&20 _ 2091383 PAVEMENT MARKING & SIGNING DETAILS 05-26-2026 T-427508 TRANSPORTATION OPERATION CBarnes 06/08/2026 DEVELOPMENT ENGINEERING yqi 06/09/2026 OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP C IN COMPLIANCE WITH CITY OF RENTON STANDARDS KENNYDALE GATEWAY KE N N Y D A L E G A T E W A Y KE N N Y D A L E G A T E W A Y 4350 LAKE WASHINGTON BLVD N, RENTON, WA 98056 C: X X X X X X X X LU A : X X - X X X X X X PR : X X - X X X X X X TR O - 4 1 - 4 2 7 5 520 KIRKLAND WAY, SUITE 100KIRKLAND, WA, 98033 TRE92R TAKARA, 3E TAKARA#TENW&20 _ 2091383 ILLUMINATION PLAN 05-26-2026 T-427509 S&ALE IN )EET 10 020 00 TRANSPORTATION OPERATION CBarnes 06/08/2026 DEVELOPMENT ENGINEERING yqi 06/09/2026 OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OHP OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OHP OH P OH P OH P OH P OH P OH P OH P OH P OH P OHP OH P OH P OHPOHPOHPOHPOHPOHPOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPOHP OHPOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP O H P O H P O H P O H P L-1 0;ELEV. N o . 1 0;ELEV. N o . 2 0;COP 0;COP C C C C IN COMPLIANCE WITH CITY OF RENTON STANDARDS KENNYDALE GATEWAY KE N N Y D A L E G A T E W A Y KE N N Y D A L E G A T E W A Y 4350 LAKE WASHINGTON BLVD N, RENTON, WA 98056 C: X X X X X X X X LU A : X X - X X X X X X PR : X X - X X X X X X TR O - 4 1 - 4 2 7 5 520 KIRKLAND WAY, SUITE 100KIRKLAND, WA, 98033 TRE92R TAKARA, 3E TAKARA#TENW&20 _ 2091383 ILLUMINATION PLAN 05-26-2026 T-427510 S&ALE IN )EET 10 020 00 TRANSPORTATION OPERATION CBarnes 06/08/2026 DEVELOPMENT ENGINEERING yqi 06/09/2026 IN COMPLIANCE WITH CITY OF RENTON STANDARDS KENNYDALE GATEWAY KE N N Y D A L E G A T E W A Y KE N N Y D A L E G A T E W A Y 4350 LAKE WASHINGTON BLVD N, RENTON, WA 98056 C: X X X X X X X X LU A : X X - X X X X X X PR : X X - X X X X X X TR O - 4 1 - 4 2 7 5 520 KIRKLAND WAY, SUITE 100KIRKLAND, WA, 98033 TRE92R TAKARA, 3E TAKARA#TENW&20 _ 2091383 ILLUMINATION DETAILS 05-26-2026 T-427511 TRANSPORTATION OPERATION CBarnes 06/08/2026 DEVELOPMENT ENGINEERING yqi 06/09/2026 IN COMPLIANCE WITH CITY OF RENTON STANDARDS KENNYDALE GATEWAY KE N N Y D A L E G A T E W A Y KE N N Y D A L E G A T E W A Y 4350 LAKE WASHINGTON BLVD N, RENTON, WA 98056 C: X X X X X X X X LU A : X X - X X X X X X PR : X X - X X X X X X TR O - 4 1 - 4 2 7 5 520 KIRKLAND WAY, SUITE 100KIRKLAND, WA, 98033 TRE92R TAKARA, 3E TAKARA#TENW&20 _ 2091383 ILLUMINATION DETAILS 05-26-2026 T-427512 TRANSPORTATION OPERATION CBarnes 06/08/2026 DEVELOPMENT ENGINEERING yqi 06/09/2026 0.5 0.5 0.5 0.6 0.6 0.4 0.5 0.5 0.6 0.7 0.8 0.3 0.3 0.4 0.5 0.6 0.7 0.8 1.0 0.3 0.4 0.5 0.6 0.7 0.9 1.1 1.2 0.3 0.4 0.5 0.6 0.7 0.9 1.2 1.3 1.2 0.4 0.5 0.5 0.7 0.8 1.1 1.3 1.3 0.4 0.5 0.5 0.6 0.8 1.0 1.2 1.4 1.3 0.5 0.5 0.6 0.7 0.9 1.1 1.3 1.4 0.5 0.6 0.6 0.8 1.0 1.2 1.4 1.3 0.5 0.5 0.6 0.7 0.9 1.0 1.2 1.3 1.2 0.5 0.6 0.6 0.7 0.9 1.1 1.2 1.3 0.5 0.5 0.6 0.7 0.8 1.0 1.1 1.2 1.2 0.5 0.5 0.6 0.7 0.8 1.0 1.1 1.1 0.5 0.5 0.6 0.7 0.8 0.9 0.9 0.9 0.5 0.5 0.5 0.6 0.7 0.8 0.8 0.8 0.7 0.4 0.5 0.5 0.6 0.7 0.7 0.7 0.7 0.4 0.5 0.6 0.6 0.6 0.7 0.7 0.6 0.4 0.5 0.5 0.5 0.6 0.6 0.7 0.7 0.4 0.5 0.5 0.6 0.6 0.6 0.7 0.7 0.4 0.4 0.5 0.5 0.6 0.6 0.7 0.7 0.4 0.5 0.5 0.5 0.6 0.7 0.8 0.9 0.4 0.5 0.5 0.6 0.7 0.8 0.9 1.1 0.4 0.5 0.5 0.6 0.6 0.8 0.9 1.1 0.5 0.5 0.5 0.6 0.7 0.9 1.1 1.3 0.4 0.5 0.5 0.6 0.7 0.8 1.0 1.2 1.3 0.5 0.5 0.6 0.7 0.8 1.0 1.2 1.4 0.5 0.6 0.6 0.7 0.9 1.1 1.3 1.4 0.5 0.6 0.6 0.7 0.8 1.0 1.2 1.4 0.6 0.6 0.6 0.7 0.9 1.1 1.3 1.3 0.6 0.6 0.7 0.8 1.0 1.2 1.3 0.6 0.6 0.7 0.8 0.9 1.1 1.3 1.3 0.6 0.7 0.7 0.8 1.0 1.1 1.1 1.0 0.6 0.7 0.8 0.9 1.0 1.0 0.9 0.6 0.7 0.7 0.8 0.9 0.9 0.8 0.8 0.7 0.7 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1.0 1.0 1.0 1.1 1.1 1.2 1.2 1.2 1.1 1.3 1.3 1.3 1.4 1.4 1.4 1.6 1.5 1.5 1.6 2.0 1.7 1.7 1.7 1.8 2.1 1.7 1.7 1.7 1.8 2.1 2.6 1.8 1.8 1.8 2.1 2.4 1.8 1.8 1.8 1.9 2.1 2.6 3.8 1.8 1.7 1.7 1.8 2.0 2.4 1.7 1.6 1.6 1.6 1.6 1.5 0.4 0.5 0.5 0.5 0.6 0.6 0.6 0.7 0.7 0.9 0.8 0.8 0.9 0.9 0.9 1.0 0.9 0.9 1.0 0.9 0.9 1.1 1.0 0.9 1.0 0.9 0.9 0.9 0.8 0.8 0.9 0.8 0.7 0.8 0.7 0.6 0.8 0.7 0.6 0.7 0.6 0.5 0.5 0.5 0.4 0.5 0.5 0.4 0.5 0.5 0.4 0.6 0.5 0.5 0.6 0.5 0.5 0.6 0.6 0.6 0.8 0.7 0.7 0.9 0.8 0.8 1.0 0.9 0.9 1.1 1.0 0.9 1.0 0.9 0.9 1.1 1.0 0.9 1.1 0.9 0.9 1.1 1.0 0.9 1.0 0.9 0.8 0.9 0.8 0.7 0.9 0.7 0.6 0.7 0.6 0.5 0.7 0.6 0.5 0.5 0.5 0.4 0.5 0.5 0.4 0.6 0.6 0.5 0.8 0.8 0.7 1.0 1.1 1.1 1.5 1.5 1.4 1.9 1.9 2.5 2.5 2.2 3.7 3.0 2.5 4.6 4.0 3.2 4.6 3.7 2.8 4.2 3.1 2.1 4.4 3.0 2.3 2.9 2.2 1.5 2.2 1.7 1.2 0.9 1.8 1.3 1.1 0.9 1.5 1.2 1.0 0.9 1.3 1.1 1.0 0.9 1.2 1.1 1.0 1.1 1.0 0.9 1.0 0.9 1.0 1.1 1.0 0.9 1.0 0.9 0.8 0.9 0.8 0.9 0.7 0.6 0.7 0.6 0.5 0.7 0.5 0.5 0.6 0.4 0.4 0.6 0.5 0.4 0.4 0.5 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.8 0.5 0.6 0.7 0.8 0.5 0.6 0.7 0.8 0.6 0.7 0.8 0.7 0.8 1.0 0.6 0.7 0.9 0.7 0.8 1.1 0.8 1.0 1.2 0.7 0.9 1.1 0.8 0.9 1.2 0.7 0.8 1.0 0.7 0.9 1.1 0.7 0.9 0.6 0.8 0.9 0.6 0.7 0.5 0.6 0.7 0.5 0.6 0.5 0.5 0.6 0.5 0.5 0.6 0.4 0.4 0.5 0.4 0.4 0.5 0.4 0.4 0.5 0.4 0.4 0.5 0.3 0.4 0.4 0.3 0.4 0.5 0.3 0.4 0.4 0.3 0.4 0.5 0.3 0.4 0.5 0.4 0.4 0.6 0.7 0.4 0.4 0.5 0.7 0.7 2.6 1.5 1.5 1.7 1.9 1.4 1.3 1.3 1.3 1.5 1.7 1.9 1.4 1.3 1.2 1.2 1.1 1.2 1.4 1.7 1.8 1.4 1.2 1.1 1.1 1.0 1.1 1.2 1.4 1.6 1.6 1.1 1.1 1.0 1.0 1.0 1.1 1.3 1.4 1.6 1.5 1.0 1.0 1.0 0.9 0.9 1.0 1.1 1.3 1.5 1.6 1.4 0.9 0.9 0.9 0.9 0.9 1.0 1.2 1.4 1.6 1.5 0.8 0.9 0.9 0.9 0.9 1.0 1.1 1.3 1.5 1.6 1.4 0.8 0.9 0.9 0.9 0.9 1.1 1.2 1.4 1.6 1.5 1.3 0.8 0.9 0.9 0.9 1.0 1.1 1.3 1.6 1.6 1.4 0.8 0.8 0.9 0.9 1.0 1.1 1.3 1.5 1.6 1.4 1.1 0.8 0.9 0.9 1.0 1.1 1.2 1.4 1.5 1.5 1.2 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.4 1.4 1.3 1.0 0.8 0.8 0.9 1.0 1.1 1.3 1.3 1.3 1.4 1.2 0.7 0.8 0.8 0.9 1.0 1.2 1.3 1.3 1.4 1.3 1.2 0.7 0.8 0.9 1.0 1.2 1.3 1.4 1.5 1.5 1.5 1.3 0.7 0.8 0.9 0.9 1.1 1.3 1.4 1.5 1.6 1.8 1.7 1.3 0.8 0.8 0.8 0.9 1.0 1.1 1.4 1.4 1.6 1.8 2.1 1.7 1.2 0.7 0.7 0.8 0.9 0.9 1.0 1.2 1.3 1.5 1.7 2.1 2.2 1.6 1.0 0.7 0.7 0.8 0.9 0.9 1.0 1.0 1.3 1.4 1.6 2.0 2.1 1.8 1.3 0.9 0.7 0.8 0.9 0.9 0.9 1.0 1.1 1.4 1.5 1.7 1.8 1.9 1.5 1.1 0.8 IN COMPLIANCE WITH CITY OF RENTON STANDARDS KENNYDALE GATEWAY KE N N Y D A L E G A T E W A Y KE N N Y D A L E G A T E W A Y 4350 LAKE WASHINGTON BLVD N, RENTON, WA 98056 C: X X X X X X X X LU A : X X - X X X X X X PR : X X - X X X X X X TR O - 4 1 - 4 2 7 5 520 KIRKLAND WAY, SUITE 100KIRKLAND, WA, 98033 TRE92R TAKARA, 3E TAKARA#TENW&20 _ 2091383 PHOTOMETRIC CALCULATIONS 05-26-2026 T-427513 S&ALE IN )EET 10 020 00 There are existing street trees between the proposed luminairs and roadway, which appear to impact the lighting level analysis. either provide an updated photometric analysis to include the tree shading, or demonstrate how those trees are not impacting the lighting levels on the street. Condition of approval: 3) The photometric analysis shall be updated to assess existing street trees impact on the street lighting levels along Lake Washington Blvd N. Additional street lights shall be provided and/or the proposed street lights shall be relocated to meet the lighting level requirements per Renton Municipal Code (RMC) 4-6-060.I. No work shall occur along lake Washington Blvd N until the revised lighting plan and photometric analysis are provided and approved by development engineering project manager. 4) A structural analysis for the lighting pole foundations must be approved and provided by development engineering project manager prior to installation of the streetlights. TRANSPORTATION OPERATION CBarnes 06/08/2026 DEVELOPMENT ENGINEERING yqi 06/09/2026 L-1 0;ELEV. N o . 1 0;ELEV. N o . 2 0;COP 0;COP 1.8 2.0 0.9 0.7 0.6 0.7 0.6 0.5 0.4 0.7 0.5 0.5 0.7 0.7 0.6 0.6 0.6 0.4 0.4 1.1 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.4 1.4 1.5 1.6 1.5 1.4 1.1 0.9 0.5 0.4 0.4 0.4 0.4 2.0 2.2 2.3 2.2 1.9 1.5 1.1 0.8 0.4 0.5 0.6 0.7 0.9 1.1 2.4 2.8 2.9 2.5 1.8 1.2 0.8 0.6 0.5 0.6 0.8 1.0 1.2 1.7 2.4 3.1 3.4 3.4 3.8 3.8 2.9 1.8 1.1 0.7 1.1 1.3 1.8 2.6 3.7 4.4 4.2 4.0 2.2 1.4 0.6 0.5 0.4 0.8 0.6 0.5 0.4 1.1 0.9 0.8 0.6 0.5 0.4 1.1 1.0 0.8 0.6 0.5 0.4 1.1 1.0 0.8 0.6 0.5 1.3 1.2 1.0 0.8 0.6 1.4 1.3 1.1 0.9 1.8 1.7 1.5 1.2 2.1 2.1 1.7 2.8 2.6 3.7 3.1 4.3 3.3 4.2 3.5 2.6 4.0 3.1 4.0 3.2 2.4 2.8 2.7 2.1 1.7 1.8 1.6 1.3 1.2 1.3 1.2 1.1 1.2 1.2 1.1 1.2 1.4 1.2 1.5 1.7 1.2 1.6 2.0 2.5 1.7 2.4 3.3 2.3 0.5 0.5 0.6 0.5 0.5 0.6 0.4 0.4 0.5 0.4 0.4 0.5 0.4 0.4 0.5 0.4 0.4 0.5 0.3 0.4 0.4 0.3 0.4 0.5 0.3 0.4 0.4 0.3 0.4 0.5 0.3 0.4 0.5 0.4 0.4 0.6 0.7 0.4 0.4 0.5 0.7 0.7 0.5 0.6 0.7 0.5 0.7 0.7 0.8 0.9 1.0 1.1 1.2 1.2 1.4 1.5 1.6 2.0 2.1 2.6 2.9 3.1 3.8 3.2 3.5 4.2 3.6 4.1 4.3 3.1 3.9 4.9 1.9 2.8 3.7 4.2 1.4 1.7 2.3 2.7 0.8 1.2 1.6 1.9 1.1 1.2 1.3 1.9 2.6 3.7 4.6 4.5 4.5 1.0 1.1 1.3 1.6 2.0 2.9 3.9 4.3 4.1 4.3 4.3 3.5 2.4 1.7 1.3 0.9 0.9 1.1 1.3 1.5 1.9 2.5 3.2 3.5 3.4 3.5 3.4 3.0 2.2 1.7 1.3 1.2 1.0 0.9 0.8 0.9 1.7 1.4 1.2 1.0 0.9 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.6 0.6 0.7 0.7 0.6 0.6 0.8 0.9 0.9 0.9 0.9 1.1 1.2 1.4 1.6 1.5 1.3 0.8 0.9 0.9 0.9 1.0 1.1 1.3 1.6 1.6 1.4 0.8 0.8 0.9 0.9 1.0 1.1 1.3 1.5 1.6 1.4 1.1 0.8 0.9 0.9 1.0 1.1 1.2 1.4 1.5 1.5 1.2 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.4 1.4 1.3 1.0 0.8 0.8 0.9 1.0 1.1 1.3 1.3 1.3 1.4 1.2 0.7 0.8 0.8 0.9 1.0 1.2 1.3 1.3 1.4 1.3 1.2 0.7 0.8 0.9 1.0 1.2 1.3 1.4 1.5 1.5 1.5 1.3 0.7 0.8 0.9 0.9 1.1 1.3 1.4 1.5 1.6 1.8 1.7 1.3 0.8 0.6 0.5 0.8 0.8 0.9 1.0 1.1 1.4 1.4 1.6 1.8 2.1 1.7 1.2 0.7 1.2 1.0 0.8 0.7 0.6 0.7 0.8 0.9 0.9 1.0 1.2 1.3 1.5 1.7 2.1 2.2 1.6 1.0 0.7 0.7 0.8 1.9 1.6 1.4 1.2 1.0 0.8 0.7 0.5 0.8 0.9 0.9 1.0 1.0 1.3 1.4 1.6 2.0 2.1 1.8 1.3 0.9 0.7 0.7 0.7 0.8 1.0 1.2 1.5 1.8 2.1 2.1 1.9 1.7 1.6 1.4 1.3 1.1 0.9 0.8 0.6 0.8 0.9 0.9 0.9 1.0 1.1 1.4 1.5 1.7 1.8 1.9 1.5 1.1 0.8 0.7 0.8 0.9 1.1 1.3 1.6 1.8 1.8 1.8 1.6 1.5 1.5 1.4 1.3 1.1 1.0 0.8 0.9 0.9 0.9 1.0 1.1 1.2 1.3 1.5 1.6 1.7 1.6 1.2 1.0 0.9 0.9 1.0 1.2 1.4 1.6 1.7 1.7 1.6 1.4 1.4 1.4 1.3 1.2 1.1 0.9 1.0 1.0 1.0 1.0 1.0 1.3 1.4 1.5 1.5 1.5 1.3 1.1 1.0 1.0 1.1 1.3 1.5 1.6 1.6 1.6 1.4 1.3 1.3 1.3 1.3 1.2 1.0 1.0 0.9 0.9 1.0 1.0 1.2 1.4 1.5 1.5 1.4 1.4 1.2 1.1 1.1 1.2 1.3 1.5 1.5 1.5 1.5 1.4 1.3 1.3 1.4 1.4 0.9 0.8 0.9 1.0 1.1 1.1 1.3 1.4 1.4 1.4 1.4 1.3 1.2 1.2 1.2 1.3 1.5 1.5 1.5 1.5 1.4 1.3 1.4 1.4 0.9 0.9 0.9 1.0 1.1 1.2 1.3 1.4 1.4 1.4 1.4 1.4 1.3 1.3 1.3 1.3 1.4 1.5 1.5 1.5 1.4 1.3 1.3 1.0 0.9 1.1 1.2 1.3 1.3 1.3 1.4 1.4 1.4 1.4 1.4 1.4 1.3 1.3 1.3 1.4 1.5 1.5 1.5 1.4 1.3 1.3 1.2 1.1 1.2 1.4 1.4 1.4 1.3 1.4 1.4 1.4 1.4 1.4 1.4 1.3 1.3 1.4 1.4 1.5 1.5 1.5 1.5 1.4 1.4 1.5 1.4 1.4 1.5 1.5 1.4 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.4 1.4 1.5 1.5 1.6 1.7 1.6 1.5 1.5 1.7 1.6 1.6 1.6 1.5 1.4 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.4 1.5 1.5 1.5 1.7 1.8 1.8 1.7 1.6 1.9 1.8 1.7 1.6 1.5 1.4 1.3 1.2 1.2 1.2 1.3 1.2 1.2 1.3 1.4 1.5 1.5 1.5 1.6 1.7 1.8 1.8 1.8 2.0 1.9 1.7 1.6 1.5 1.4 1.3 1.3 1.2 1.2 1.3 1.3 1.2 1.3 1.3 1.4 1.4 1.4 1.5 1.6 1.7 1.8 2.0 2.2 2.0 1.8 1.7 1.6 1.5 1.4 1.4 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.4 1.4 1.4 1.4 1.5 1.6 1.8 2.1 2.0 2.0 1.9 1.8 1.6 1.6 1.5 1.5 1.4 1.4 1.4 1.4 1.4 1.4 1.3 1.3 1.4 1.4 1.4 1.4 1.4 1.5 1.7 2.0 1.8 1.9 2.0 2.0 1.8 1.7 1.6 1.6 1.6 1.5 1.5 1.4 1.5 1.4 1.4 1.4 1.3 1.4 1.4 1.4 1.4 1.4 1.6 1.7 1.8 1.9 1.4 1.6 1.9 2.0 2.0 1.9 1.8 1.7 1.7 1.6 1.6 1.5 1.5 1.4 1.4 1.4 1.4 1.3 1.3 1.4 1.4 1.4 1.4 1.6 1.7 1.7 1.6 1.3 1.3 1.6 1.8 2.0 2.0 2.0 1.9 1.9 1.8 1.7 1.6 1.6 1.5 1.5 1.5 1.5 1.4 1.3 1.3 1.4 1.4 1.4 1.5 1.6 1.6 1.6 1.4 1.2 1.3 1.3 1.2 1.3 1.6 1.8 2.0 2.1 2.1 2.0 2.0 1.9 1.8 1.7 1.7 1.7 1.6 1.6 1.6 1.5 1.4 1.4 1.4 1.4 1.4 1.5 1.6 1.6 1.5 1.2 1.0 1.4 1.4 1.4 1.3 1.4 1.6 1.8 2.0 2.0 2.1 2.0 2.0 1.9 1.8 1.7 1.7 1.7 1.7 1.7 1.6 1.5 1.4 1.4 1.4 1.5 1.5 1.5 1.5 1.5 1.4 1.2 0.9 0.7 1.3 1.4 1.5 1.5 1.4 1.4 1.4 1.6 1.7 1.9 2.0 2.0 2.0 2.0 1.9 1.8 1.7 1.7 1.7 1.7 1.7 1.7 1.6 1.5 1.4 1.4 1.4 1.5 1.5 1.5 1.4 1.3 1.1 0.9 0.7 0.6 1.0 1.2 1.4 1.5 1.5 1.5 1.4 1.3 1.4 1.5 1.6 1.8 1.9 2.0 2.1 2.1 2.0 1.9 1.8 1.8 1.8 1.8 1.8 1.7 1.6 1.4 1.3 1.3 1.4 1.4 1.4 1.4 1.3 1.2 1.1 0.9 0.7 0.6 0.8 1.0 1.1 1.2 1.3 1.3 1.3 1.3 1.3 1.2 1.3 1.3 1.4 1.6 1.8 1.9 2.1 2.1 2.1 2.1 2.0 2.0 2.0 2.0 1.9 1.7 1.6 1.4 1.3 1.2 1.2 1.2 1.3 1.2 1.2 1.1 1.0 0.9 0.8 0.7 0.8 0.8 1.0 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.2 1.2 1.3 1.4 1.6 1.8 2.0 2.2 2.3 2.4 2.3 2.3 2.1 2.0 1.8 1.6 1.4 1.3 1.2 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.0 1.0 0.9 0.8 0.9 1.0 0.9 1.0 1.1 1.0 1.0 0.9 0.9 1.0 1.0 1.0 1.0 1.1 1.1 1.1 1.2 1.3 2.3 1.9 1.6 1.4 1.2 1.1 1.1 1.0 1.0 1.0 1.0 1.1 1.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.1 1.0 1.0 0.9 0.9 0.8 0.8 0.9 0.9 0.9 0.9 0.9 1.1 1.0 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.1 1.1 1.1 1.1 1.1 1.2 1.3 1.4 1.6 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.9 0.9 1.0 1.1 1.1 1.2 1.2 1.3 1.3 1.3 1.4 1.5 1.7 2.2 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.9 1.0 1.0 1.1 1.3 1.4 1.5 1.5 1.5 1.5 1.6 1.7 0.6 0.6 0.8 0.9 1.0 1.1 1.3 1.5 1.7 1.7 1.7 1.6 1.6 0.6 0.9 1.0 1.1 1.3 1.5 1.8 1.8 1.7 1.7 0.9 1.0 1.2 1.4 1.7 1.8 1.8 0.9 1.1 1.3 1.5 1.7 1.9 1.0 1.2 1.3 1.5 1.1 1.2 IN COMPLIANCE WITH CITY OF RENTON STANDARDS KENNYDALE GATEWAY KE N N Y D A L E G A T E W A Y KE N N Y D A L E G A T E W A Y 4350 LAKE WASHINGTON BLVD N, RENTON, WA 98056 C: X X X X X X X X LU A : X X - X X X X X X PR : X X - X X X X X X TR O - 4 1 - 4 2 7 5 520 KIRKLAND WAY, SUITE 100KIRKLAND, WA, 98033 TRE92R TAKARA, 3E TAKARA#TENW&20 _ 2091383 PHOTOMETRIC CALCULATIONS 05-26-2026 T-427514 S&ALE IN )EET 10 020 00 TRANSPORTATION OPERATION CBarnes 06/08/2026 DEVELOPMENT ENGINEERING yqi 06/09/2026 OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP L-1 REF COPI E R KEY TRAC K C C C C IN COMPLIANCE WITH CITY OF RENTON STANDARDS KENNYDALE GATEWAY KE N N Y D A L E G A T E W A Y KE N N Y D A L E G A T E W A Y 4350 LAKE WASHINGTON BLVD N, RENTON, WA 98056 C: X X X X X X X X LU A : X X - X X X X X X PR : X X - X X X X X X TR O - 4 1 - 4 2 7 5 520 KIRKLAND WAY, SUITE 100KIRKLAND, WA, 98033 TRE92R TAKARA, 3E TAKARA#TENW&20 _ 2091383 RRFB PLAN 05-26-2026 T-427515 S&ALE IN )EET 10 020 00 WAIT FOR GAP PUSH BUTTON FOR WARNING LIGHTS IN TRAFFIC MAY NOT STOP USE CAUTION WHEN CROSSING CROSS TRAFFIC TRANSPORTATION OPERATION CBarnes 06/08/2026 DEVELOPMENT ENGINEERING yqi 06/09/2026 IN COMPLIANCE WITH CITY OF RENTON STANDARDS KENNYDALE GATEWAY KE N N Y D A L E G A T E W A Y KE N N Y D A L E G A T E W A Y 4350 LAKE WASHINGTON BLVD N, RENTON, WA 98056 C: X X X X X X X X LU A : X X - X X X X X X PR : X X - X X X X X X TR O - 4 1 - 4 2 7 5 520 KIRKLAND WAY, SUITE 100KIRKLAND, WA, 98033 TRE92R TAKARA, 3E TAKARA#TENW&20 _ 2091383 RRFB DETAILS 05-26-2026 T-427516 TRANSPORTATION OPERATION CBarnes 06/08/2026 DEVELOPMENT ENGINEERING yqi 06/09/2026 IN COMPLIANCE WITH CITY OF RENTON STANDARDS KENNYDALE GATEWAY KE N N Y D A L E G A T E W A Y KE N N Y D A L E G A T E W A Y 4350 LAKE WASHINGTON BLVD N, RENTON, WA 98056 C: X X X X X X X X LU A : X X - X X X X X X PR : X X - X X X X X X TR O - 4 1 - 4 2 7 5 520 KIRKLAND WAY, SUITE 100KIRKLAND, WA, 98033 TRE92R TAKARA, 3E TAKARA#TENW&20 _ 2091383 RRFB DETAILS 05-26-2026 T-427517 TRANSPORTATION OPERATION CBarnes 06/08/2026 DEVELOPMENT ENGINEERING yqi 06/09/2026 C C C G W W P P P P P PARCE L A TPN 32 2 4 0 5 9 0 4 9 KENNY D A L E G A T E W A Y L L C PARCE L B 01 3 012 01 1 01 0 00 9 01 6 01 5 01 4 01 8 017 019 020 021 024 008 007 006 005 004 003 002 HC 050 051 052 053 054 055 027028 03 8EV 03 9EV 040EV 04 1EV 04 2EV 035EV 03 6EV 03 7EV 03 4EV 04 3EV 04 4 045 03 3EV 03 2EV 049048047046 056 C 029030 HC LOADING 0;FRONT 0;REAR 0;ELEV. No. 1 022 023 02 6 02 5 001 057 C 058 C 031 VA N / H C EV 00 9 EV 00 8 EV 00 7 EV 00 6 EV 00 1 00 2 00 3 00 4 VA N / H C EV 01 0 EV 01 1 EV 0 1 2 EV 0 1 3 EV 0 1 4 EV 01 5 E V 01 6 E V 01 7 EV 01 8 EV 0 6 7 0 6 6 06 5 06 4 06 3 06 2 06 1 06 0 019 05 9 020021022023024025026027028029030031032033034035036037 058057056055054053052051050049048047046045044043 039 C 040 C 042 HC 041 C 00 5 EV 038 HC WA S H I N G T O N B L V D . I - 4 0 5 MAY CREEK PARK BUILDING 1 BUILDING 3 BUILDING 2 SCALE: OVERALL PLAN 1" = 30'1 00 30'60' SCALE: 1"=30'-0"NORTH L0.00 OVERALL PLAN SEE SHEET L1.04 L4.04 SEE SHEET L1.01 L4.01 SEE SHEET L1.02 L4.02 SEE SHEET L1.03 L4.03 SEE SHEET L1.05 L4.05 SEE SHEET L1.06 L4.06 SEE SHEET L1.09 L4.09 SEE SHEET L1.08 L4.08 SEE SHEET L1.07 L4.07 SEE SHEET L1.10 L4.10 DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 04.20.26 12.07.22 LL LL GB 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION G R E G O R Y E. BR O W E R N O . 545 EXP. 10 /1 4 /2 0 26 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T ECT SEE SHEET L1.11 L4.11 SEE SHEET L1.12 L4.12 CURRENT PLANNING Clark Close 06/02/2026 L1.00 LANDSCAPE NOTES AND LEGENDS ABBREVIATIONS: TC TOP OF CURB BC BOTTOM OF CURB TR TOP OF RAMP BR BOTTOM OF RAMP TW TOP OF WALL BW BOTTOM OF WALL DI TOP OF DRAIN INLET TF TOP OF FOOTING PA PLANTING AREA WL WATER LEVEL FG FINISH GRADE HP HIGH POINT LP LOW POINT TP TOP OF PAVING EJ EXPANSION JOINT EW EACH WAY TYP TYPICAL V.I.F.VERIFY IN FIELD SYMBOL LEGEND DETAIL KEYS LX.XX X LX.XX X SECTION/ELEVATION SYMBOL DETAIL NUMBER DETAIL SHEET DETAIL NUMBER DETAIL SHEET PAVING LEGEND Decorative River Rock CIP Concrete Paving Maintenance Strip Crushed Rock Surfacing Artificial Turf Pea Gravel Engineered Wood Fiber Surfacing - Play Area Engineered Wood Fiber Surfacing - Dog Park Special Paving Type 1: Precast Concrete Pavers, 24" x 48" x 2 1/2" Special Paving Type 2: Precast Concrete Pavers, 3" x 18" x 4" Special Paving Type 4: Concrete Plank Paving Special Paving Type 3: Precast Concrete Pavers, 3" x 18" x 4" DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 04.20.26 12.07.22 LL LL GB 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION G R E G O R Y E. BR O W E R N O . 545 EXP. 10 /1 4 /2 0 26 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T ECT CIP Concrete Paving - Vehicular CIP Concrete Paving - Permeable (Per Civil) CURRENT PLANNING Clark Close 06/02/2026 WA S H I N G T O N B L V D N BUILDING 1 PA PA PA PA PA PA PA PA 6 L3.01 MAINTENANCE STRIP, TYP. 1 L3.01 CONCRETE PAVING, TYP. PERMEABLE CONCRETE PAVING, REF. CIVIL ASPHALT PAVING, REF. CIVIL CONCRETE CURBS AND RAMPS, TYP., REF. CIVIL 5' 6'- 6 " 5'-23 4" 5'-73 4" 6'10 ' 13'-9" 12' PERMEABLE CONCRETE PAVING, REF. CIVIL SCALE: MATERIALS PLAN 1/8"=1'-0"1 00 8'16' SCALE: 1/8"=1'-0"NORTH L1.01 MATERIALS PLAN RE F . S H E E T L 1 . 0 2 REF. SHEET L1.03 DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 04.20.26 12.07.22 LL LL GB 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION G R E G O R Y E. BR O W E R N O . 545 EXP. 10 /1 4 /2 0 26 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T ECT CURRENT PLANNING Clark Close 06/02/2026 I - 4 0 5 BUILDING 1 PA PA PA PA PA PA PA PA PA 6 L3.01 MAINTENANCE STRIP, TYP. 2 L3.02 BBQ GRILL STATION (QTY. 1) PERMEABLE CONCRETE PAVING, REF. CIVIL ASPHALT PAVING, REF. CIVIL MOVEABLE FURNITURE, TYP., OWNER PROVIDED CONCRETE CURBS AND RAMPS, TYP., REF. CIVIL 5' 12' 5' 8'-4" SCALE: MATERIALS PLAN 1/8"=1'-0"1 00 8'16' SCALE: 1/8"=1'-0"NORTH L1.02 MATERIALS PLAN RE F . S H E E T L 1 . 0 1 REF. SHEET L1.04 RE F . S H E E T L 1 . 0 3 DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 04.20.26 12.07.22 LL LL GB 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION G R E G O R Y E. BR O W E R N O . 545 EXP. 10 /1 4 /2 0 26 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T ECT 9" CURRENT PLANNING Clark Close 06/02/2026 WA S H I N G T O N B L V D . BUILDING 1 BUILDING 2 PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PAPA PA PA PA PA PA 1 L3.01 CONCRETE PAVING, TYP. 1 L3.01 CONCRETE PAVING, TYP. 6 L3.01 MAINTENANCE STRIP, TYP. PA 5 L3.01 SPECIAL PAVING TYPE 3: SAND SET PAVERS, TYP. 5 L3.01 SPECIAL PAVING TYPE 2: SAND SET PAVERS, TYP. 5 L3.01 SPECIAL PAVING TYPE 1: SAND SET PAVERS, TYP. 3 L3.02 WOOD DECK SEATING PLATFORM 1 L3.02 BIKE RACK (QTY. 1) 1 L3.02 BIKE RACK (QTY. 1) 1 L3.02 BIKE RACK (QTY. 4) 1 L3.02 BIKE RACK (QTY. 2) 1 L3.01 CONCRETE PAVING, TYP. BUILDING 2 1 L3.02 BIKE RACK (QTY. 1) 7 L3.01 STEEL EDGING, TYP. 3 L3.01 CRUSHED ROCK SURFACING COMMUNITY TABLE, OWNER PROVIDED BUILDING OVERHANG, TYP. BUILDING OVERHANG, TYP. ASPHALT PAVING, REF. CIVIL CONCRETE CURBS AND RAMPS, TYP., REF. CIVIL VEHICULAR CIP CONCRETE, REF. CIVIL VEHICULAR CIP CONCRETE, REF. CIVIL 3 L3.02 WOOD DECK SEATING PLATFORM 7'- 1 0 1 2" 7'-6" 1 2 ' 17' 9'-41 2" 8'-53 4" 10' 6'- 5 1 2" 3' 5' 5'-03 4" 5' 5'-21 4" 11 ' - 2 " 3' 5' 8'- 7 " SCALE: MATERIALS PLAN 1/8"=1'-0"1 00 8'16' SCALE: 1/8"=1'-0"NORTH L1.03 MATERIALS PLAN RE F . S H E E T L 1 . 0 4 REF. SHEET L1.05 REF. SHEET L1.01 RE F . S H E E T L 1 . 0 2 DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 04.20.26 12.07.22 LL LL GB 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION G R E G O R Y E. BR O W E R N O . 545 EXP. 10 /1 4 /2 0 26 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T ECT RE F . S H E E T L 1 . 1 1 RE F . S H E E T L 1 . 1 2 CURRENT PLANNING Clark Close 06/02/2026 I - 4 0 5 BUILDING 1 BUILDING 3 PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA 1 L3.01 CONCRETE PAVING, TYP. 1 L3.01 CONCRETE PAVING, TYP. 1 L3.02 BIKE RACK (QTY. 2) ASPHALT PAVING, REF. CIVIL ASPHALT PAVING, REF. CIVIL CONCRETE CURBS AND RAMPS, TYP., REF. CIVIL CONCRETE CURBS AND RAMPS, TYP., REF. CIVIL STOOPS, STAIRS AND RAILINGS, TYP., REF. ARCHITECTURE VEHICULAR CIP CONCRETE 6' 8'- 2 1 4"6'-101 2" 9'- 4 1 2" 6'- 4 1 2" 9'-41 4" 6' PERMEABLE CONCRETE PAVING, REF. CIVIL 6' SCALE: MATERIALS PLAN 1/8"=1'-0"1 00 8'16' SCALE: 1/8"=1'-0"NORTH L1.04 MATERIALS PLAN RE F . S H E E T L 1 . 0 3 REF. SHEET L1.06 REF. SHEET L1.02 REF. SHEET L1.09 RE F . S H E E T L 1 . 0 5 DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 04.20.26 12.07.22 LL LL GB 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION G R E G O R Y E. BR O W E R N O . 545 EXP. 10 /1 4 /2 0 26 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T ECT CURRENT PLANNING Clark Close 06/02/2026 WA S H I N G T O N B L V D N BUILDING 2 4 L3.03 PREFABRICATED OVERHEAD STRUCTURE, TYP. PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA 1 L3.01 CONCRETE PAVING, TYP. 2 L3.02 BBQ GRILL STATION, TYP. (QTY. 3) 6 L3.01 MAINTENANCE STRIP, TYP. 3 L3.02 WOOD DECK SEATING PLATFORM 3 L3.02 WOOD DECK SEATING PLATFORM 5 L3.01 SPECIAL PAVING TYPE 3: SAND SET PAVERS, TYP. PA 5 L3.01 SPECIAL PAVING TYPE 2: SAND SET PAVERS, TYP. 5 L3.01 SPECIAL PAVING TYPE 1: SAND SET PAVERS, TYP. 5 L3.01 SPECIAL PAVING TYPE 1: SAND SET PAVERS, TYP. 5 L3.01 SPECIAL PAVING TYPE 2: SAND SET PAVERS, TYP. 3 L3.02 WOOD DECK SEATING PLATFORM BUILDING 2 PA MOVEABLE FURNITURE, TYP., OWNER PROVIDED OVERHEAD LIGHITNG, TYP., REF. LIGHTING PLANS COMMUNITY TABLE, OWNER PROVIDED MOVEABLE FURNITURE, TYP., OWNER PROVIDED ASPHALT PAVING, REF. CIVIL ASPHALT PAVING, REF. CIVIL COMMUNITY TABLE, OWNER PROVIDED CONCRETE CURBS AND RAMPS, TYP., REF. CIVIL CONCRETE CURBS AND RAMPS, TYP., REF. CIVIL BUILDING ABOVE, TYP. VEHICULAR CIP CONCRETE PA 8' 8'- 0 1 2" 2'-103 4" 8' 21'-21 2" 5' 16'-111 4" 8' 8' 2'- 6 " 7'-113 4" 7'-113 4"7'- 1 0 " 12'-8" 10 ' - 5 1 2" 8' 5'- 8 1 2" 6'-61 4" 6'-11" 6'-01 4" 12' SCALE: MATERIALS PLAN 1/8"=1'-0"1 00 8'16' SCALE: 1/8"=1'-0"NORTH L1.05 MATERIALS PLAN RE F . S H E E T L 1 . 0 4 REF. SHEET L1.07 REF. SHEET L1.03 RE F . S H E E T L 1 . 0 6 DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 04.20.26 12.07.22 LL LL GB 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION G R E G O R Y E. BR O W E R N O . 545 EXP. 10 /1 4 /2 0 26 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T ECT RE F . S H E E T L 1 . 1 2 CURRENT PLANNING Clark Close 06/02/2026 BUILDING 3 BUILDING 3 4 L3.03 PREFABRICATED OVERHEAD STRUCTURE PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA 3 L3.02 WOOD DECK SEATING PLATFORM 3 L3.02 WOOD DECK SEATING PLATFORM 3 L3.02 WOOD DECK SEATING PLATFORM 9 L3.01 SYNTHETIC TURF 1 L3.01 CONCRETE PAVING, TYP. 6 L3.01 MAINTENANCE STRIP, TYP. 6 L3.01 MAINTENANCE STRIP, TYP. 2 L3.02 BBQ GRILL STATION, TYP. (QTY. 2) MOVEABLE FURNITURE, TYP., OWNER PROVIDED FIRE PIT, OWNER PROVIDED OUTDOOR PING PONG TABLE, OWNER PROVIDED ASPHALT PAVING, REF. CIVIL ASPHALT PAVING, REF. CIVIL ASPHALT PAVING, REF. CIVIL CONCRETE CURBS AND RAMPS, TYP., REF. CIVIL CONCRETE CURBS AND RAMPS, TYP., REF. CIVIL OUTDOOR SWING SEATING, OWNER PROVIDED VEHICULAR CIP CONCRETE VEHICULAR CIP CONCRETE 13 ' - 7 1 4" 9' - 7 " 6'-11 2" 6' 8' - 0 12" 9 ' - 0 12" 6' 4'-1" 5'-414" 5' 30'-212" 5' 5' 6' 6' 6' 6' - 0 14" PERMEABLE CONCRETE PAVING, REF. CIVIL 11'-43 4" 6' SCALE: MATERIALS PLAN 1/8"=1'-0"1 00 8'16' SCALE: 1/8"=1'-0"NORTH L1.06 MATERIALS PLAN RE F . S H E E T L 1 . 0 5 REF. SHEET L1.08 REF. SHEET L1.04 RE F . S H E E T L 1 . 0 9 RE F . S H E E T L 1 . 0 7 DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 04.20.26 12.07.22 LL LL GB 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION G R E G O R Y E. BR O W E R N O . 545 EXP. 10 /1 4 /2 0 26 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T ECT CURRENT PLANNING Clark Close 06/02/2026 C S 01 3 01 2 01 1 01 0 00 9 01 6 01 5 01 4 01 8 01 7 019 020 021 024 008 007 006 005 004 003 002 HC 050 051 052 053 054 055 03 8 EV 03 9 EV 04 0 EV 04 1 EV 04 2 EV 03 5 EV 03 6 EV 03 7 EV 03 4 EV 04 3 EV 04 4 04 5 03 3 EV 03 2 EV 049048047046 056 C LOADING 0;FRONT 0;REAR 0;ELEV. No. 1 022 023 001 057 C 058 C BUILDING 2 1 L3.01 CONCRETE PAVING, TYP. PA PA PA PA PAPA PA PA PA PA PA PA PA PA PA PA PA PA PA 3 L3.01 CRUSHED ROCK SURFACING, TYP. 1 L3.03 METAL FENCING AT PROPERTY LINE 1 L3.03 METAL FENCING AT PROPERTY LINE W/ GATE 8 L3.01 CAIRN GARDEN 4 L3.01 BASALT BOULDER, TYP. 6 L3.01 MAINTENANCE STRIP, TYP. 10 L3.01 ENGINEERED WOOD FIBER SURFACING 3 L3.02 WOOD DECK SEATING PLATFORM 3 L3.02 WOOD DECK SEATING PLATFORM 11 L3.01 PLAY AREA CURB, TYP. ASPHALT PAVING, REF. CIVIL ASPHALT PAVING, REF. CIVIL EXISTING STORMWATER FACILITY TO REMAIN EXISTING TREES OFFSITE, PRESERVE AND PROTECT IN PLACE CONCRETE CURBS AND RAMPS, TYP., REF. CIVIL SOFT SURFACE TRAIL CONNECTION TO EXISTING MAY CREEK TRAIL, MATERIAL AND WIDTH TO MATCH EXISTING TRAILHEAD SIGN, DOG WASTE STATION, AND INTERPRETIVE MAY CREEK TRAIL SIGNAGE TO BE OWNER PROVIDED AT GATE LOCATION. SIGNAGE PACKAGE FOR SITE TO BE SUBMITTED TO CITY BY SIGNAGE CONSULTANT DURING CONSTRUCTION. DESIGNATED PARKING SPACES FOR THE TRAIL TO BE PROVIDED - REFER TO BUILDING PERMIT # 22006612 FOR PARKING DIAGRAMS AND INFORMATION RELATED TO TRAIL ACCESS. LIMIT OF INVASIVE BLACKBERRY REMOVAL, REF. PLANTING PLANS VEHICULAR CIP CONCRETE 6' 6' 9'-11" 8'- 8 " 10' 7'- 5 34" 7'- 6 " 3 L3.04 PLAY EQUIPMENT - ROBINIA SITTING POLES, TYP 4 L3.04 PLAY EQUIPMENT - ROBINIA STILTS, TYP 1 L3.04 PLAY EQUIPMENT - ROBINIA CRAWLING PYRAMID 2 L3.04 PLAY EQUIPMENT - ROBINIA BALANCE BEAM PERMEABLE CONCRETE PAVING, REF. CIVIL PERMEABLE CONCRETE PAVING, REF. CIVIL SITE WALL, REF. CIVIL SCALE: MATERIALS PLAN 1/8"=1'-0"1 00 8'16' SCALE: 1/8"=1'-0"NORTH L1.07 MATERIALS PLAN RE F . S H E E T L 1 . 0 8 REF. SHEET L1.05 RE F . S H E E T L 1 . 0 6 DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 04.20.26 12.07.22 LL LL GB 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION G R E G O R Y E. BR O W E R N O . 545 EXP. 10 /1 4 /2 0 26 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T ECT CURRENT PLANNING Clark Close 06/02/2026 BUILDING 3 PAPAPAPA PA PA PA PA PA PA PA 6 L3.01 MAINTENANCE STRIP, TYP. 1 L3.01 CONCRETE PAVING, TYP. 1 L3.03 METAL FENCING AT PROPERTY LINE 3 L3.01 CRUSHED ROCK SURFACING, TYP. ASPHALT PAVING, REF. CIVIL EXISTING TREES OFFSITE, PRESERVE AND PROTECT IN PLACE CONCRETE CURBS AND RAMPS, TYP., REF. CIVIL LIMIT OF INVASIVE BLACKBERRY REMOVAL, REF. PLANTING PLANS PA ASPHALT PAVING, REF. CIVIL VEHICULAR CIP CONCRETE, REF. CIVIL VEHICULAR CIP PAVING 6' 6' 5' 6' PERMEABLE CONCRETE PAVING, REF. CIVIL SCALE: MATERIALS PLAN 1/8"=1'-0"1 00 8'16' SCALE: 1/8"=1'-0"NORTH L1.08 MATERIALS PLAN RE F . S H E E T L 1 . 0 7 REF. SHEET L1.06 RE F . S H E E T L 1 . 0 9 DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 04.20.26 12.07.22 LL LL GB 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION G R E G O R Y E. BR O W E R N O . 545 EXP. 10 /1 4 /2 0 26 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T ECT CURRENT PLANNING Clark Close 06/02/2026 I - 4 0 5 PA PA PA PA 6 L3.01 MAINTENANCE STRIP, TYP. PA ASPHALT PAVING, REF. CIVIL CONCRETE CURBS AND RAMPS, TYP., REF. CIVIL 6' 6' PERMEABLE CONCRETE PAVING, REF. CIVIL SCALE: MATERIALS PLAN 1/8"=1'-0"1 00 8'16' SCALE: 1/8"=1'-0"NORTH L1.09 MATERIALS PLAN RE F . S H E E T L 1 . 0 6 REF. SHEET L1.04 RE F . S H E E T L 1 . 0 8 REF. SHEET L1.10 DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 04.20.26 12.07.22 LL LL GB 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION G R E G O R Y E. BR O W E R N O . 545 EXP. 10 /1 4 /2 0 26 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T ECT CURRENT PLANNING Clark Close 06/02/2026 W I - 4 0 5 3 L3.03 SHELTER PA PA PA PA 3 L3.01 CRUSHED ROCK SURFACING, TYP. 1 L3.03 METAL FENCING AT PROPERTY LINE 2 L3.03 METAL FENCING AT DOG AREA W/ GATE SYSTEM 2 L3.03 METAL FENCING AT DOG AREA W/ GATE SYSTEM 10 L3.01 ENGINEERED WOOD FIBER SURFACING DOG WASTE STATION, OWNER PROVIDED ASPHALT PAVING, REF. CIVIL EXISTING 28" MAPLE TO REMAIN EXISTING 8" ALDER TO REMAIN EXISTING 12" ALDER TO REMAIN PERMEABLE CONCRETE PAVING, REF. CIVIL CONCRETE CURBS AND RAMPS, TYP., REF. CIVIL EXISTING TREES OFFSITE, PRESERVE AND PROTECT IN PLACE LIMIT OF INVASIVE BLACKBERRY REMOVAL, REF. PLANTING PLANS VEHICULAR CIP CONCRETE 6' 6' 7' - 1 0 " 9' 10' 15 ' PERMEABLE CONCRETE PAVING, REF. CIVIL 19'-4" 15 ' 32 ' - 1 " SCALE: MATERIALS PLAN 1/8"=1'-0"1 00 8'16' SCALE: 1/8"=1'-0"NORTH L1.10 MATERIALS PLAN REF. SHEET L1.09 RE F . S H E E T L 1 . 0 8 DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 04.20.26 12.07.22 LL LL GB 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION G R E G O R Y E. BR O W E R N O . 545 EXP. 10 /1 4 /2 0 26 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T ECT CURRENT PLANNING Clark Close 06/02/2026 W WA S H I N G T O N B L V D . 1 2 ' 12' CIP CONCRETE SIDEWALK PER CITY OF RENTON ROW STANDARDS CIP CONCRETE SIDEWALK PER CITY OF RENTON ROW STANDARDS 4 L3.01 BASALT BOULDER, 4-5 MAN SIZE, TYP. 4 L3.01 BASALT BOULDER, 4-5 MAN SIZE, TYP. EXISTING SALVAGED BOULDER MAY BE USED AS AVAILABLE 4 L3.01 BASALT BOULDER, 4-5 MAN SIZE, TYP. EXISTING SALVAGED BOULDER MAY BE USED AS AVAILABLE 4 L3.01 BASALT BOULDER, 4-5 MAN SIZE, TYP. EXISTING SALVAGED BOULDER MAY BE USED AS AVAILABLE SCALE: MATERIALS PLAN 1/8"=1'-0"1 00 8'16' SCALE: 1/8"=1'-0"NORTH L1.11 MATERIALS PLAN RE F . S H E E T L 1 . 0 1 DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 04.20.26 12.07.22 LL LL GB 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION G R E G O R Y E. BR O W E R N O . 545 EXP. 10 /1 4 /2 0 26 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T ECT RE F . S H E E T L 1 . 0 3 REF. SHEET L1.12 CURRENT PLANNING Clark Close 06/02/2026 WA S H I N G T O N B L V D N 12' CIP CONCRETE SIDEWALK PER CITY OF RENTON ROW STANDARDS SCALE: MATERIALS PLAN 1/8"=1'-0"1 00 8'16' SCALE: 1/8"=1'-0"NORTH L1.12 MATERIALS PLAN RE F . S H E E T L 1 . 0 3 DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 04.20.26 12.07.22 LL LL GB 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION G R E G O R Y E. BR O W E R N O . 545 EXP. 10 /1 4 /2 0 26 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T ECT RE F . S H E E T L 1 . 0 5 REF. SHEET L1.11 CURRENT PLANNING Clark Close 06/02/2026 FLUSH ADJACENT FINISH GRADE, REF. PLANS 1" ISO ASSEMBLY VIEW SECTION 4" DEPTH BLACK FINISH METAL EDGING, STAKE & ASSEMBLE PER MFG. RECOMMENDATIONS METAL EDGE STAKE, 24" O.C. MIN. AND AT EVERY ANGLE, BEND, AND CORNER PLANTING SOIL @ PLANTING AREA OR LAWN 95% COMPACTED SUBGRADE OR UNDISTURBED NATIVE SOIL 6" DEPTH 58" MINUS CRUSHED ROCK, COMPACTED TO 95% 95% COMPACTED SUBGRADE OR UNDISTURBED NATIVE SOIL BOULDER 23 O F TO T A L HE I G H T 13 O F TO T A L HE I G H T NOTES: 1.PROVIDE PER PLAN IF FOUND DURING CONSTRUCTION ACTIVITIES. 2.3-MAN BOULDERS IF AVAILABLE, 2-MAN BOULDERS OTHERWISE. 3.OWNER'S REPRESENTATIVE TO APPROVE EACH BOULDER INDIVIDUALLY AND TO APPROVE PLACEMENT/ORIENTATION PRIOR TO INSTALLATION. ANY BOULDERS NOT APPROVED ARE TO BE REMOVED FROM SITE. STORE APPROVED BOULDERS ON SITE UNTIL SITE IS READY FOR PLACEMENT. ADJACENT CONDITIONS, REFER TO PLANS GEOTEXTILE FABRIC 3 L3.01 CRUSHED ROCK SURFACING VARIES, REF. PLANS FLUSH RESILIENT/DRAINAGE PAD, THICKNESS VARIES BASED ON FALL REQUIREMENTS. INSTALL FLUSH WITH WITH TOP OF BOARD. DO NOT INSTALL RESILIENT PAD AT FUTSAL COURT. SYNTHETIC GRASS SURFACING. INSTALL TOP OF FIBERS 1/8" ABOVE ADJACENT SURFACE. STAPLE TO BOARD WITH STAINLESS STEEL STAPLES AND BOND CONTINUOUSLY WITH CONSTRUCTION ADHESIVE. COMPOSITE PLASTIC LUMBER BORDER SUPPLIED BY TURF INSTALLER. SET BELOW TOP OF CONCRETE 14" MAX. KERF NAILER AS NEEDED TO BEND TO SITE CURVES. DRAINAGE, REFER TO CIVIL COMPACT SUBGRADE TO 95%, SLOPE SUBGRADE 2% TO DRAIN TOWARD UNDERDRAIN SYSTEM NOTES: 1.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2.REFER TO PLANS FOR GRADING. ADJACENT PAVING, REF. PLANS 14" X 5" GALV. EXPANSION ANCHOR. SPACING 18" O.C. MIN. SUBBASE 2" DEPTH TOP LAYER OF 14" MINUS CRUSHED ROCK OVER 8" DEPTH 58" MINUS CRUSHED ROCK 12 " DE P T H MI N . ENGINEERED WOOD SAFETY SURFACING (COMPACTED DEPTH DETERMINED BY PLAY EQUIPMENT DESIGN HEIGHTS & MANUFACTURER'S SPECIFICATIONS) FLUSH GEOTEXTILE FABRIC WITH 6" OVERLAP COMPACTED SUB-BASE (SLOPE TO UNDERDRAIN SYSTEM) DRAINAGE, REFER TO CIVIL SWEEP SAND INTO JOINTS UNTIL FILLED 95% COMPACTED 58" MINUS CRUSHED ROCK 95% COMPACTED SUBGRADE 1" DEPTH SAND LEVELING COURSE 6" M I N . 1/4" SPACING PRECAST CONCRETE PAVERS, COLOR AND FINISH VARIES, REF. PLANS 4" 6" 7 L3.01 STEEL EDGING 5/8" MINUS CRUSHED ROCK, COMPACTED TO 95% COMPACTED AND STABILIZED 1/4" MINUS CRUSHED ROCK OR RIVER ROCK, REF. PLANS 95% COMPACTED SUBGRADE OR UNDISTURBED NATIVE SOIL ADJACENT PAVING, REFER TO PLANS.ADJACENT PLANTING, REFER TO PLANS FLUSH FILTER FABRIC, SEE SPECS 7 L3.01 STEEL EDGING, CONT. ADJACENT PLANTING, REFER TO PLANS BUILDING WALL/FACADE 1'-6" TYP. COMPACTED AND STABILIZED 1/4" MINUS CRUSHED ROCK FILTER FABRIC, SEE SPECS COMPACTED 5/8" MINUS CRUSHED ROCK 95% COMPACTED SUBGRADE OR UNDISTURBED NATIVE SOIL CAST IN PLACE CONCRETE, BROOM FINISH, REF. PLANS 6" 4" 2 L3.01 CONCRETE JOINTING AND REINFORCEMENT ADJACENT SURFACE VARIES, SEE PLANS THICKEN EDGE OF PAVEMENT WHERE ADJACENT TO SOIL OR EXISTING PAVING 3/8" EXPANSION JOINT, NO JOINT SEALER (LOCATE PER PLANS TYP.) SAW CUT 1/3 DEPTH OF SLAB. SLOPE TO DRAIN PER PLANS. LIGHT BROOM FINISH PERPENDICULAR TO TRAFFIC (TYP. UNLESS OTHERWISE NOTED). VERTICAL SURFACE (CURB/ WALL/ ETC. TYPICAL SURROUNDING ALL SHELTER FOOTINGS PER PLAN). 3/8" EXPANSION JOINT, NO JOINT SEALER (LOCATE PER PLANS AND AT ALL VERTICAL RESTRICTIONS TYP.) 5/8" CRUSHED ROCK, COMPACTED TO 95% 95% COMPACTED SUBGRADE OR UNDISTURBED NATIVE SOIL THICKENED EDGE EXPANSION JOINT (EJ)CONTROL JOINT (CJ)PAVING @ VERTICAL EDGE EXPANSION JOINT 4" 12" 4 5 ° 3" #4 REBAR, 12" O.C. EACH WAY. 3" MIN. CLR ALL SIDES. NOTE: REFER TO CIVIL FOR PROFILES AND REINFORCEMENT 1 1/2" MIN. EXP. JT. AT BACK OF CURB TYP. WHERE ADJACENT TO CONCRETE PAVING, REF. PLANS (2) #4 REBAR CONT., MIN. 2" CLR ALL SIDES CAST IN PLACE CONCRETE CURB 1" RADIUS AT ENGINEERED WOOD SAFETY SURFACING, 1/4" RADIUS AT PLAY TURF SYNTHETIC GRASS ADJACENT PLAYGROUND SURFACING VARIES, REF. PLANS 6" NOTES: 1.MATCH TOP OF CURB TO HEIGHT OF ADJACENT CURBING/PAVEMENT, OR AS NOTED ON PLAN. 1'- 4 " M I N . 5 8" CRUSHED ROCK, COMPACTED TO 95% 95% COMPACTED SUBGRADE OR UNDISTURBED NATIVE SOIL LIGHT BROOM FINISH AT TOP OF CURB ADJACENT FINISH GRADE VARIES, REF. PLANS 5/8" MINUS CRUSHED ROCK, COMPACTED TO 95% 95% COMPACTED SUBGRADE OR UNDISTURBED NATIVE SOIL ADJACENT PAVING, REFER TO PLANS.ADJACENT PLANTING, REFER TO PLANS FLUSH FILTER FABRIC, SEE SPECS 4"-6" DEPTH PEA GRAVEL 2/3 OF TOTAL CAIRN GARDEN AREA TO HAVE VARYING LAYER OF BRISTOL FLATS, TO BE PLACED IN FIELD W/ LANDSCAPE ARCHITECT11 L3.01 PLAY AREA CURB L3.01 DETAILS SCALE: STEEL EDGING 1 1/2" = 1'-0"7 SCALE: BASALT BOULDER 3/4" = 1'-0"4 SCALE: SYNTHETIC TURF 3/4" = 1'-0"9 SCALE: ENGINEERED WOOD FIBER SURFACING 1/2" = 1'-0"10 SCALE: SAND SET PAVERS 1 1/2" = 1'-0"5 SCALE: CRUSHED ROCK SURFACING 1 1/2" = 1'-0"3 SCALE: MAINTENANCE STRIP 1 1/2" = 1'-0"6 SCALE: CONCRETE PAVING 1 1/2" = 1'-0"1 SCALE: CONCRETE JOINTING AND REINFORCEMENT 1" = 1'-0"2 SCALE: PLAY AREA CURB 1" = 1'-0"11 SCALE: CAIRN GARDEN 1 1/2" = 1'-0"8 DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 04.20.26 12.07.22 LL LL GB 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION G R E G O R Y E. BR O W E R N O . 545 EXP. 10 /1 4 /2 0 26 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T ECT CURRENT PLANNING Clark Close 06/02/2026 PAINTED STEEL FASCIA, 3/16" THICK +/ - 1 ' - 6 " 1' - 6 " M I N 8" PL 14 FOR ALL BRACKET PIECES 1/4" GAP, TYP 1'-6" TYPICAL SECTION VIEW #5 REBAR AT 18" MAX O.C. BOTH WAYS 3" MIN, TYP PERIMETER SUPPORT FLANGE, TYP 5" VARIES - SEE PLAN MIN. 8" 14" DIA HILTI KWIK HUS EZ W/2" EMBED, SPACE 4" EACH DIRECTION 2" , T Y P SIZE PLATE SO ANCHORS ARE MIN 1" FROM EDGES 3/16 3/16 TYP ALL WELDS PT WOOD SLEEPER CONCRETE PLINTH WOOD DECKING FILLED WITH CONCRETE OR FOAM AT CONTRACTOR OPTION 2'- 1 0 " +/ - 2 ' - 4 34" 8'-0" 2" LIP ALL AROUND 112" CL 1-1/2" X 3/4" WOOD SLATS, TYP ALTERNATE OVERLAP OF SLATS AT ALL CORNERS STAINLESS STEEL COUNTER NOTES: 1.MAINTAIN 30" x 48" SPACE CLEAR OF OBSTRUCTIONS IN FRONT OF GRILL OPERABLE PARTS FOR ADA COMPLIANCE 2.DESIGN INTENT ONLY - SUBMIT DETAILED SHOP DRAWINGS FOR APPROVAL 3.STAINLESS STEEL INTERNAL FRAMING AS REQUIRED 4.PROVIDE WOOD CLADDING ON SIDE AND BACK FACES TO MATCH FRONT FACE 1/8" GAP, TYP 4'-0" BBQ GRILL UNIT PER SPECS FG 24" ACCESS DOOR BY SAME COMPANY AS BBQ UNITFRONT ELEVATION 15° LANDSCAPE FORMS: BOLA BIKE RACK ·STAINLESS STEEL ·DIRECT EMBED BIKE RACK PER MANUFACTURER FINISH GRADE 1 1/2" TUBING 3/4" THRU 28" +/- 1/2" 2'- 8 " 6"1" FRONT ELEVATION SIDE ELEVATION L3.02 DETAILS SCALE: WOOD DECK SEATING PLATFORM 1" = 1'-0"3 SCALE: BBQ GRILL STATION 1" = 1'-0"2 IMAGE FOR REFERENCE ONLY DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 04.20.26 12.07.22 LL LL GB 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION G R E G O R Y E. BR O W E R N O . 545 EXP. 10 /1 4 /2 0 26 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T ECT SCALE: BIKE RACK 1" = 1'-0"1 CURRENT PLANNING Clark Close 06/02/2026 8' O.C. NOM. FO O T I N G P E R MA N U F A C T U R E R SP E C I F I C A T I O N 2" N O M . 5" 3 15/16" TYP. 6' PANEL ELEVATION GATE ELEVATION 5" 3"2 3/8" 6' 2" N O M . NOTES: 1.FENCING PER MANUFACTURER: MODEL: AMERISTAR, ECHELON PLUS MAJESTIC 3-RAIL, BLACK 2.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. FO O T I N G P E R MA N U F A C T U R E R SP E C I F I C A T I O N 3 15/16" TYP. 2 1/2" X 2 1/2" POST 3/4" SQ PICKET BRACKET 1 1/4" X 1 7/16" FORERUNNER RAIL 2 1/2" X 2 1/2" POST 1 3/4" SQ GATE UPRIGHT 3/4" SQ PICKET WELD ON BOX HINGE (REQUIRES STEEL POST) 1 1/4" X 1 7/16" FORERUNNER RAIL LOCKING MECHANISM 8' O.C. NOM. 1 5/8" TYP. 4' FO O T I N G P E R MA N U F A C T U R E R SP E C I F I C A T I O N 2 1/2" X 2 1/2" POST 3/4" SQ PICKET BRACKET 1 1/4" X 1 7/16" FORERUNNER RAIL 1 5/8" TYP. 2" N O M . 3"2 3/8" 2 1/2" X 2 1/2" POST 1 3/4" SQ GATE UPRIGHT 3/4" SQ PICKET WELD ON BOX HINGE (REQUIRES STEEL POST) 1 1/4" X 1 7/16" FORERUNNER RAIL PANEL ELEVATION GATE ELEVATION 4' FO O T I N G P E R MA N U F A C T U R E R SP E C I F I C A T I O N 2" N O M . NOTES: 1.FENCING PER MANUFACTURER: MODEL: AMERISTAR, ECHELON PLUS MAJESTIC 3-RAIL W/ PUPPY PANEL, BLACK 2.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. L3.03 DETAILS SCALE: DOG PARK SHELTER3 SCALE: METAL FENCING AT PROPERTY LINE 1/2" = 1'-0"1 SCALE: METAL FENCING AT DOG AREA 1/2" = 1'-0"2 DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 04.20.26 12.07.22 LL LL GB 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION G R E G O R Y E. BR O W E R N O . 545 EXP. 10 /1 4 /2 0 26 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T ECT SCALE: OVERHEAD STRUCTURE - COURTYARDS4 NOTES: 1.(QTY. 1) 26'X30' SIZE 2.(QTY. 2) 10'X10' SIZE 3.SLOPE OF ROOF TBD 4.STEEL FRAMING WITH 4 POSTS, PTD. 5.WOOD INTERIOR CEILING 6.INTEGRATED LIGHTING NOTES: 1.1 ATTACHED BENCH 2.STEEL FRAMING WITH 4 POSTS, PTD. CURRENT PLANNING Clark Close 06/02/2026 FRO21500 1:100 *2 ' - 1 " [ 6 2 c m ] ** 2 ' - 1 " [ 6 2 c m ] L3.04 DETAILS DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 04.20.26 12.07.22 LL LL GB 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION G R E G O R Y E. BR O W E R N O . 545 EXP. 10 /1 4 /2 0 26 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T ECT SCALE: PLAY EQUIPMENT - ROBINIA CRAWLING PYRAMID 3/8" = 1'1 SCALE: PLAY EQUIPMENT - ROBINIA BALANCE BEAM 3/8" = 1'2 SCALE: PLAY EQUIPMENT - ROBINIA SITTING POLES 3/8" = 1'3SCALE: PLAY EQUIPMENT - ROBINIA STILTS 3/8" = 1'4 NOTE: 1.ALL PLAY EQUIPMENT TO BE INSTALLED PER MANUFACTURERS DETAILS AND RECOMMENDATIONS, AND IN ACCORDANCE WITH ALL APPLICABLE CODES. ENSURE THE REQUIRED CLEARANCES ARE PROVIDED AND PLAY SAFETY SURFACING MEETS THE REQUIRED MINIMUM AREA AND DEPTH FOR EACH PLAY ELEMENT CURRENT PLANNING Clark Close 06/02/2026 TREE PLANTING SCHEDULE SYMBOL BOTANICAL NAME COMMON NAME INSTALL SIZE QUANTITY ACER CIRCINATUM VINE MAPLE MULTI-STEM, 3 STEMS MIN., 2.5" CAL. EA. STEM, 8'-10' HT. MIN. 48 ACER GRISEUM PAPERBARK MAPLE MULTI-STEM, 3 STEMS MIN., 2.5" CAL. EA. STEM, 8'-10' HT. MIN. 5 ACER SACCHARUM 'BARRETT COLE'APOLLO SUGAR MAPLE 2" CAL. MIN.6 AMELANCHIER X GRANDIFLORA ' AUTUMN BRILLIANCE'SERVICEBERRY 2" CAL. MIN.12 AMELANCHIER X GRANDIFLORA ' AUTUMN BRILLIANCE'SERVICEBERRY 1.5" CAL. MULTISTEM, 3 STEMS MIN. 7' HT. MIN.23 CARPINUS CAROLINIANA 'CCSQU' PP 11280 PALISADE AMERICAN HORNBEAM 2" CAL. MIN.10 GINKGO BILOBA 'AUTUMN GOLD'MAIDENHAIR TREE 2" CAL. MIN.13 GINKGO BILOBA 'MAGYAR'MAIDENHAIR TREE 2" CAL. MIN.13 LIRIODENDRON TULIPIFERA TULIP TREE 2" CAL. MIN.6 PARROTIA PERSICA PERSIAN IRONWOOD 2" CAL., 14'-16' HT.10 PINUS MUGO MUGO PINE 10' HT MIN., B&B 2 PINUS STROBUS 'FASTIGIATA'UPRIGHT EASTERN WHITE PINE 12' HT MIN., B&B 1 PSEUDOTSUGA MENZIESII DOUGLAS FIR 10'-12' HT. MIN., B&B 17 QUERCUS GARRYANA GARRY OAK 3" CAL.6 RHAMNUS PURSHIANA CASACARA 2" CAL. MIN.23 THUJA PLICATA WESTERN RED CEDAR 8' HT. MIN., B&B 6 TSUGA HETEROPHYLLA WESTERN HEMLOCK 6' HT. MIN., B&B 4 ZELKOVA SERRATA 'GREEN VASE'JAPANESE ZELKOVA 2" CAL. MIN.5 PLANTING SCHEDULE SYMBOL BOTANICAL NAME COMMON NAME INSTALL SIZE SPACING (O.C.)QUANTITY SHRUBS CISTUS X HYBRIDUS WHITE ROCKROSE #3 70 CORNUS SERICEA 'FARROW'ARCTIC FIRE DOGWOOD #2 205 CORNUS SERICEA 'ISANTI'RED TWIG DOGWOOD #5 72 CORNUS SERICEA 'KELSEYI'KELSEY'S DWARF RED-OSIER DOGWOOD #2 296 DAPHNE X TRANSATLANTICA 'SUMMER ICE'SUMMER ICE DAPHNE #5 43 FOTHERGILLA GARDENII 'BLUE MIST'BLUE MIST DWARF FOTHERGILLA #5 24 GAULTHERIA SHALLON SALAL #2 3100 HEMEROCALLUS SPP.DAYLILLY #1 47 HYDRANGEA QUERCIFOLIA 'MUNCHKIN'MUNCHKIN OAKLEAF HYDRANGEA #5 27 LAVANDULA × INTERMEDIA 'GROSSO'LAVENDER #2 58 LONICERA PILEATA BOXLEAF HONEYSUCKLE #5 50 MAHONIA EURYBRACTEATA 'SOFT CARESS'SOFT CARESS MAHONIA #5 676 MAHONIA X MEDIA 'CHARITY'CHARITY MAHONIA #5 124 NANDINA DOMESTICA 'LEMON-LIME''LEMON-LIME' NADINA #2 153 PIERIS JAPONICA JAPANESE PIERIS 9 PRUNUS LAUROCERASUS 'MT. VERNON'MT. VERNON LAUREL #2 811 RHODODENDRON X 'CUNNINGHAM'S WHITE'CUNNINGHAM'S WHITE RHODODENDRON #2 432 RIBES SANGUINEUM RED FLOWERING CURRANT #2 106 RIBES SANGUINEUM 'WHITE ICICLE'WHITE FLOWERING CURRANT #2 61 SALIX PURPUREA 'NANA'DWARF ARCTIC BLUE WILLOW #5 59 SALVIA X SYLVESTRIS 'MAY NIGHT'MEADOW SAGE #2 42 SEDUM 'AUTUMN JOY'STONECROP #1 60 SPIRAEA DOUGLASII DOUGLAS SPIRAEA #5 53 SPIREA JAPONICA 'GOLDMOUND'JAPANESE SPIREA #5 41 SPIRAEA JAPONICA 'WALBUMA'MAGIC CARPET SPIRAEA #2 42 SYMPHORICARPOS ALBUS SNOWBERRY #2 107 TAXUS X MEDIA 'DARK GREEN SPREADER'DARK GREEN SPREADER YEW #5 131 VACCINIUM OVATUM EVERGREEN HUCKLEBERRY #2 703 GRASSES, FERNS AND GROUNDCOVERS ACHILLEA MILLEFOLIUM YARROW (WHITE)#1 24"110 ANEMONE OREGANA BLUE WINDFLOWER 4" POT 12"72 ARCTOSTAPHYLOS UVA-URSI 'MASSACHUSETTS'MASSACHUSETTS BEARBERRY 4" POT 18"3234 ASARUM CAUDATUM WILD GINGER 4" POT 12"433 BLECHNUM SPICANT DEER FERN #1 18"308 CAREX OBNUPTA SLOUGH SEDGE #1 24"510 CAREX OSHIMENSIS EVERLIME SEDGE #1 24"172 DESCHAMPSIA CESPITOSA TUFTED HAIR GRASS #1 18"528 DESCHAMPSIA CESPITOSA 'NORTHERN LIGHTS'NORTHERN LIGHTS TUFTED HAIR GRASS #1 18"808 DICENTRA FORMOSA WESTERN BLEEDING HEART #1 24"30 FESTUCA IDAHOENSIS IDAHO FESCUE #1 90 FRAGARIA CHILOENSIS BEACH STRAWBERRY 4" POT 12"940 IRIS TENAX OREGON IRIS 4" POT 12"381 JUNCUS EFFUSUS COMMON RUSH #1 24"790 MAHONIA REPENS CREEPING OREGON GRAPE #2 24"474 OXALIS OREGANA (EVERGREEN)REDWOOD SORREL (EVERGREEN FORM)4" POT 12"133 PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 4" POT 18"1094 POLYSTICHUM MUNITUM WESTERN SWORD FERN #1 24"2205 RUBUS CALYCINOIDES CREEPING BRAMBLE #1 24"169 SARCOCOCCA HOOKERIANA VAR. HUMILIS DWARF SWEETBOX #1 24"393 SCIRPUS MICROCARPUS SMALL-FRUITED BULRUSH #1 18"386 SEED / SOD AREAS SEEDED GRASS LAWN 4124 SQ FT L4.00 PLANTING NOTES AND SCHEDULES DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 04.20.26 12.07.22 LL LL GB 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION G R E G O R Y E. BR O W E R N O . 545 EXP. 10 /1 4 /2 0 26 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T ECT PLANTING GENERAL NOTES Note #Desciption 1 ALL NEWLY PLANTED AND LAWN AREAS SHALL BE IRRIGATED. 2 ALL LAWN AREAS SHALL RECEIVE IMPORT TOPSOIL. REFER TO SPECIFICATIONS FOR SOIL DEPTH, TYPE AND PREPARATION REQUIREMENTS. 3 ALL PLANTED AREAS SHALL RECEIVE IMPORT TOPSOIL. REFER TO SPECIFICATIONS FOR SOIL TYPE AND PREPARATION REQUIREMENTS. 4 MULCH ALL PLANTING AREAS. REFER TO SPECIFICATIONS FOR MULCH TYPE AND DEPTH. 5 ALL PLANT MATERIAL MUST BE REVIEWED IN THE FIELD, AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. 6 THE CONTRACTOR SHALL STAKE ALL TREE LOCATIONS IN THE FIELD PRIOR TO PLANTING. TREE LOCATIONS ARE SUBJECT TO MODIFICATION BY LANDSCAPE ARCHITECT. 7 ALL TREE LOCATIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. 8 STAKE ALL DECIDUOUS TREES. REFER TO DETAIL(S). 9 GUY ALL CONIFEROUS TREES. REFER TO DETAIL(S). 10 ALL PLANTS SHALL BE LAID OUT IN THE FIELD PER THE PLANS, TRIANGULAR SPACING UNLESS OTHERWISE NOTED. LAYOUT SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. 11 PLANT QUANTITIES SHOWN ON PLANS TAKE PRECEDENT OVER PLANT QUANTITIES PROVIDED IN PLANT SCHEDULE. 12 IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE PLANTING TO MEET SPACING REQUIREMENTS AND PLANT LAYOUT SHOWN. 13 ALL PLANTING AREA FINISH GRADES (TOP OF MULCH) SHALL BE 1" BELOW ADJACENT PAVED SURFACES UNLESS NOTED OR DIRECTED OTHERWISE. 14 EXISTING TREE PROTECTION MEASURES SHALL TAKE PRECEDENCE OVER SOIL PREPARATION AND PLANTING REQUIREMENTS. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY. WHERE A DISCREPANCY EXISTS, SOIL PREPARATION AND PLANTING WITHIN TREE PROTECTION MEASURES SHALL BE ONLY AS APPROVED OR DIRECTED BY THE LANDSCAPE ARCHITECT. CURRENT PLANNING Clark Close 06/02/2026 WA S H I N G T O N B L V D . BUILDING 1 SCALE: PLANTING PLAN 1/8"=1'-0"1 00 8'16' SCALE: 1/8"=1'-0"NORTH L4.01 PLANTING PLAN RE F . S H E E T L 4 . 0 2 REF. SHEET L4.03 DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 04.20.26 12.07.22 LL LL GB 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION G R E G O R Y E. BR O W E R N O . 545 EXP. 10 /1 4 /2 0 26 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T ECT NOTE: 1. REF. L4.00 FOR PLANT SYMBOL LEGEND CURRENT PLANNING Clark Close 06/02/2026 I - 4 0 5 BUILDING 1 LIMIT OF BIORETENTION, REF. CIVIL PLANS SCALE: PLANTING PLAN 1/8"=1'-0"1 00 8'16' SCALE: 1/8"=1'-0"NORTH L4.02 PLANTING PLAN RE F . S H E E T L 4 . 0 1 REF. SHEET L4.04 RE F . S H E E T L 4 . 0 3 DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 04.20.26 12.07.22 LL LL GB 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION G R E G O R Y E. BR O W E R N O . 545 EXP. 10 /1 4 /2 0 26 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T ECT NOTE: 1. REF. L4.00 FOR PLANT SYMBOL LEGEND CURRENT PLANNING Clark Close 06/02/2026 WA S H I N G T O N B L V D . BUILDING 1 BUILDING 2 SCALE: PLANTING PLAN 1/8"=1'-0"1 00 8'16' SCALE: 1/8"=1'-0"NORTH L4.03 PLANTING PLAN RE F . S H E E T L 4 . 0 4 REF. SHEET L4.05 REF. SHEET L4.01 RE F . S H E E T L 4 . 0 2 DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 04.20.26 12.07.22 LL LL GB 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION G R E G O R Y E. BR O W E R N O . 545 EXP. 10 /1 4 /2 0 26 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T ECT NOTE: 1. REF. L4.00 FOR PLANT SYMBOL LEGEND RE F . S H E E T L 4 . 1 1 RE F . S H E E T L 4 . 1 2 CURRENT PLANNING Clark Close 06/02/2026 I - 4 0 5 BUILDING 1 BUILDING 3 SCALE: PLANTING PLAN 1/8"=1'-0"1 00 8'16' SCALE: 1/8"=1'-0"NORTH L4.04 PLANTING PLAN RE F . S H E E T L 4 . 0 3 REF. SHEET L4.06 REF. SHEET L4.02 REF. SHEET L4.09 RE F . S H E E T L 4 . 0 5 DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 04.20.26 12.07.22 LL LL GB 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION G R E G O R Y E. BR O W E R N O . 545 EXP. 10 /1 4 /2 0 26 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T ECT NOTE: 1. REF. L4.00 FOR PLANT SYMBOL LEGEND CURRENT PLANNING Clark Close 06/02/2026 WA S H I N G T O N B L V D . BUILDING 2 LIMIT OF BIORETENTION, REF. CIVIL PLANS SCALE: PLANTING PLAN 1/8"=1'-0"1 00 8'16' SCALE: 1/8"=1'-0"NORTH L4.05 PLANTING PLAN RE F . S H E E T L 4 . 0 4 REF. SHEET L4.07 REF. SHEET L4.03 RE F . S H E E T L 4 . 0 6 DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 04.20.26 12.07.22 LL LL GB 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION G R E G O R Y E. BR O W E R N O . 545 EXP. 10 /1 4 /2 0 26 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T ECT NOTE: 1. REF. L4.00 FOR PLANT SYMBOL LEGEND RE F . S H E E T L 4 . 1 2 CURRENT PLANNING Clark Close 06/02/2026 BUILDING 3 BUILDING 3 SCALE: PLANTING PLAN 1/8"=1'-0"1 00 8'16' SCALE: 1/8"=1'-0"NORTH L4.06 PLANTING PLAN RE F . S H E E T L 4 . 0 5 REF. SHEET L4.08 REF. SHEET L4.04 RE F . S H E E T L 4 . 0 9 RE F . S H E E T L 4 . 0 7 DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 04.20.26 12.07.22 LL LL GB 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION G R E G O R Y E. BR O W E R N O . 545 EXP. 10 /1 4 /2 0 26 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T ECT NOTE: 1. REF. L4.00 FOR PLANT SYMBOL LEGEND CURRENT PLANNING Clark Close 06/02/2026 C 0;FRONT 0;REAR 0;ELEV. No. 1 BUILDING 2 EXISTING TREES OFFSITE, PRESERVE AND PROTECT IN PLACE LIMIT OF BIORETENTION, REF. CIVIL PLANS LIMIT OF INVASIVE BLACKBERRY REMOVAL 5" FIELD ADJUST EXISTING PLANTING AND IRRIGATION TO ACCOMODATE NEW DRIVEWAY WIDTH SCALE: PLANTING PLAN 1/8"=1'-0"1 00 8'16' SCALE: 1/8"=1'-0"NORTH L4.07 PLANTING PLAN RE F . S H E E T L 4 . 0 8 REF. SHEET L4.05 RE F . S H E E T L 4 . 0 6 DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 04.20.26 12.07.22 LL LL GB 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION G R E G O R Y E. BR O W E R N O . 545 EXP. 10 /1 4 /2 0 26 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T ECT NOTE: 1. REF. L4.00 FOR PLANT SYMBOL LEGEND CURRENT PLANNING Clark Close 06/02/2026 BUILDING 3 EXISTING TREES OFFSITE, PRESERVE AND PROTECT IN PLACE LIMIT OF INVASIVE BLACKBERRY REMOVAL EXISTING TREES OFFSITE, PRESERVE AND PROTECT IN PLACE SCALE: PLANTING PLAN 1/8"=1'-0"1 00 8'16' SCALE: 1/8"=1'-0"NORTH L4.08 PLANTING PLAN RE F . S H E E T L 4 . 0 7 REF. SHEET L4.06 RE F . S H E E T L 4 . 0 9 DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 04.20.26 12.07.22 LL LL GB 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION G R E G O R Y E. BR O W E R N O . 545 EXP. 10 /1 4 /2 0 26 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T ECT NOTE: 1. REF. L4.00 FOR PLANT SYMBOL LEGEND CURRENT PLANNING Clark Close 06/02/2026 I - 4 0 5 SCALE: PLANTING PLAN 1/8"=1'-0"1 00 8'16' SCALE: 1/8"=1'-0"NORTH L4.09 PLANTING PLAN RE F . S H E E T L 4 . 0 6 REF. SHEET L4.04 REF. SHEET L4.10 DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 04.20.26 12.07.22 LL LL GB 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION G R E G O R Y E. BR O W E R N O . 545 EXP. 10 /1 4 /2 0 26 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T ECT NOTE: 1. REF. L4.00 FOR PLANT SYMBOL LEGEND L4.09 PLANTING PLANCURRENT PLANNING Clark Close 06/02/2026 I - 4 0 5 EXISTING 28" MAPLE TO REMAIN EXISTING 8" ALDER TO REMAIN EXISTING 12" ALDER TO REMAIN EXISTING TREES OFFSITE, PRESERVE AND PROTECT IN PLACE LIMIT OF BIORETENTION, REF. CIVIL PLANS LIMIT OF INVASIVE BLACKBERRY REMOVAL 5" SCALE: PLANTING PLAN 1/8"=1'-0"1 00 8'16' SCALE: 1/8"=1'-0"NORTH L4.10 PLANTING PLAN REF. SHEET L4.09 RE F . S H E E T L 4 . 0 8 DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 04.20.26 12.07.22 LL LL GB 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION G R E G O R Y E. BR O W E R N O . 545 EXP. 10 /1 4 /2 0 26 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T ECT NOTE: 1. REF. L4.00 FOR PLANT SYMBOL LEGEND L4.10 PLANTING PLAN CURRENT PLANNING Clark Close 06/02/2026 SCALE: PLANTING PLAN 1/8"=1'-0"1 00 8'16' SCALE: 1/8"=1'-0"NORTH REF. SHEET L4.12 DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 04.20.26 12.07.22 LL LL GB 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION G R E G O R Y E. BR O W E R N O . 545 EXP. 10 /1 4 /2 0 26 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T ECT NOTE: 1. REF. L4.00 FOR PLANT SYMBOL LEGEND L4.11 PLANTING PLAN RE F . S H E E T L 4 . 0 1 RE F . S H E E T L 4 . 0 3 CURRENT PLANNING Clark Close 06/02/2026 WA S H I N G T O N B L V D . SCALE: PLANTING PLAN 1/8"=1'-0"1 00 8'16' SCALE: 1/8"=1'-0"NORTH RE F . S H E E T L 4 . 0 5 REF. SHEET L4.11 DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 04.20.26 12.07.22 LL LL GB 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION G R E G O R Y E. BR O W E R N O . 545 EXP. 10 /1 4 /2 0 26 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T ECT NOTE: 1. REF. L4.00 FOR PLANT SYMBOL LEGEND L4.12 PLANTING PLAN RE F . S H E E T L 4 . 0 3 CURRENT PLANNING Clark Close 06/02/2026 C C G 5"5" SCALE: SHORELINE BUFFER PLAN 1/8"=1'-0"1 00 30' 60' SCALE: 1"=30'-0"NORTH DD Issue: Issue for Construction: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH: 972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 05.15.26 12.07.22 LL LL GB NOT FOR CONSTRUCTION G R E G O R Y E. BR O W E R N O . 545 EXP. 10 /1 4 /2 0 26 ST A T E O F W A SHIN G T O N L A N D S CAPE A R C H I T ECT L4.13 SHORELINE BUFFER ENHANCEMENT PLAN MAY CREEK PARK REMOVE INVASIVE PLANTS WITHIN 5' OF PROPERTY LINE INCLUDING HIMILAYAN BLACKBERRY AND OTHER NON-NATIVES SPECIES, PRESERVE AND PROTECT EXISTING TREES TO REMAIN SHORELINE BUFFER LINE NOTES: 1. REFER TO L4.00 - L4.12 FOR PROPOSED PLANTING DESIGN PROPERTY LINE GATE FOR TRAIL ACCESS ALONG THE SOUTH PROPERTY LINE TO CONNECT TO THE EXISTING MAY CREEK TRAIL TO SOUTH, FIELD EXISTINGT TRAIL LOCATION FOR FINAL GATE PLACEMENT 4'-6' SOFT SURFACE TRAIL TO BE RESTORED OR CONSTRUCTED FOR CONNECTION TO MAY CREEK PARK TRAIL CURRENT PLANNING Clark Close 06/02/2026 TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT. PROVIDE WATER SAUCER FERTILIZER FINISH GRADE OF SOIL NOTES: 1.EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE WILL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. 2.DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. 3.WHERE TREES OCCUR IN TURF AREAS, PROVIDE 3' DIAMETER MULCH CIRCLE, 3" DEPTH. 4.SET PLANT PLUMB. 5.REMOVE UNTREATED BURLAP FROM TOP 2/3 OF ROOTBALL. REMOVE TREATED BURLAP OR WIRE BASKETS COMPLETELY. CONTAINER PLANTS-SCORE ROOTBALL IN 3 PLACES TO 1/2' DEPTH. 6.VERIFY TREES TO BE STAKED WITH PROJECT REPRESENTATIVE. 4' DIAMETER UNDISTURBED OR COMPACTED SUBGRADE. 1:1 SLOPE ON SIDES OF PLANTING PIT BACKFILL PLANTING PIT WITH WITH MIX OF 1/2 NATIVE SOIL AND 1/2 IMPORTED SOIL. 24" DIAMETER VEGETATION-FREE ZONE AT BASE OF ALL TREES (2) WOODEN STAKES, REFER TO SPECIFICATIONS. CONFIRM TREES TO BE STAKED WITH OWNER'S REPRESENTATIVE. TREE TIES PER SPECIFICATIONS FINISH GRADE 2' - 0 " 23 H E I G H T O F T R E E T Y P . 3'- 0 " M I N . 1 L5.01 DECIDUOUS TREE PLANTING 2-STRANDS #10 GAUGE WIRE W/ VINYL HOSE FINISH GRADE OF MULCH FLAG WIRES GUY AT 3 EQUALLY SPACED POINTS PER TREE TREE GUY STAKE AS SPECIFIED 45 45 1/ 3 T R E E H E I G H T 8" AMEND SOILS WITH 3" TOPSOIL TYPE B INTO 5" OF EXISTING ROUGH GRADED SOIL PROFILE FOR A TOTAL IMPROVED DEPTH OF 8" UNDISTURBED EXISTING SOIL TURF AREAS* 8"AMEND SOILS WITH 3" TOPSOIL TYPE A INTO 5" OF EXISTING ROUGH GRADED SOIL PROFILE FOR A TOTAL IMPROVED DEPTH OF 8" UNDISTURBED EXISTING SOIL MULCH LAYER PER PLANTING DETAILS SHRUB PLANTING AREAS 1' 12" MIN TOPSOIL TYPE C UNDISTURBED EXISTING SOIL FIELD AREA SCARIFY SUBGRADE 4" MIN. REMOVE ALL MATERIAL LARGER THAN 1".4" * AT AREAS INDICATED TO RECEIVE HYDROSEED THAT ARE NOT IMPACTED BY CONSTRUCTION ACTIVITY, DO NOT AMEND/TILL. HARD RAKE PRIOR TO HYDROSEEDING. REMOVE ALL MATERIAL LARGER THAN 1" IN TOP 3" OF PROFILE REMOVE ALL MATERIAL LARGER THAN 1" IN TOP 3" OF PROFILE 1.5 D ROOTBALL DIAMETER (D) PROVIDE PLANT TABS, QUANTITY ACCORDING TO MANUFACTURER'S SPECIFICATIONS PROVIDE WATER SAUCER REMOVE UNTREATED BURLAP FROM TOP 2/3 OF ROOTBALL. REMOVE TREATED BURLAP OR WIRE BASKETS COMPLETELY. CONTAINER PLANTS: SCORE ROOTBALLS IN 3 PLACES TO 1/2" DEPTH. FINISH GRADE OF SOIL INSTALL 1" ABOVE CONTAINER DEPTH 2" LAYER OF SPECIFIED MULCH BACKFILL PLANTING PIT WITH SPECIFIED MIX OF NATIVE AND IMPORTED SOIL MOUND CENTER OF PLANTING PIT COMPACT TO SUBGRADE DENSITY 0.5D D 2D NOTES: 1.INSTALL GROUNDCOVER AS SPECIFIED 2.INSTALL FERTILIZERS PER MANUFACTURER'S RECOMMENDATIONS 3.SCORE ROOTBALL 3 PLACES TO 12" DEPTH 4.INSTALL 1" ABOVE CONTAINER DEPTH TOP DRESSING FERTILIZER AS SPECIFIED TYPICAL FINISHED GRADE W/ 2" LAYER SPECIFIED MULCH. VERIFY SAUCER PLANTING FERTILIZER AROUND ROOTBALL BACKFILL W/ APPROVED TOPSOIL L5.01 PLANTING DETAILS SCALE: DECIDUOUS TREE PLANTING 1/2" = 1'-0"1 SCALE: DECIDUOUS TREE STAKING 1/2" = 1'-0"2 SCALE: CONIFER TREE PLANTING AND STAKING 1/2" = 1'-0"3 SCALE: EXISTING TREE PROTECTION 1/2" = 1'-0"4 SCALE: SOIL AMMENDMENTS 1" = 1'-0"5 SCALE: SHRUB PLANTING 1/2" = 1'-0"6 SCALE: GROUNDCOVER PLANTING 1" = 1'-0"7 DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 04.20.26 12.07.22 LL LL GB 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION G R E G O R Y E. BR O W E R N O . 545 EXP. 10 /1 4 /2 0 26 ST A T E O F W A SHI N G T O N L A N D S CAP E A R C H I T ECT CURRENT PLANNING Clark Close 06/02/2026 MM O O L L L K M M M M M M M M M MMMMMM MM M M M M M M L K K K K L O O L L L L L L S L L L L L L L L S S S L T T T L R R T M M M M T T M M M M 6 6 66 6 6 6 6 6 6 6 6 L R S T LL K K K K LMM M M G L K K K M M R R MK T M M M L M M M M M M K M M M M M M L L K M M M M M T M M R M M K M M M M K M M M M S M M M M M M L S S L L R M M M M T R 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 M M M M M M M M R S M M L L K L L K K T K T K M M M M S S M M M O M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M L K M O M M M O M M L M M M M M O O OM M T T M MM MM M O O O O M M M M M L L M M M M O O L M M M M M M M M O O MM M MMM M M M M M M M O M M O O O O O M M M M M L M T M M M M M M M M M M M M M M M M M M MM M M M M M O M M M M M M M M M M M M M O O OO K K K K K K K K K M M M M M M O O O O O K O O M M M O O L M M M M M M M O O M M M M M M M O M M M M M M M M O O O L M M M O O M M L S R M M M M M M M M M T T M M M M M M M M O O O K K M M M M M M M M M M M M R R M O O O O MM M M S M M T M M L M O L K K K K K K MK O O O R M M M M M M M M M M M M M M MMMMM 34.71 112" 34.42 112" 17.13 1" 424.1 112" 526.1 112" 9.78 1" 32.29 112" 1320.4 1" 47.914 112" 1519.1 1" 38.216 112" 22.517 112" M M M M L L K K K K K L M T K L L R L S S S S S S S M T R R R 38.210 112" R S S R L 618.7 1" 716.0 1" 9 9 9 9 9 9 9 9 9 9 9 1215 15 15 15 15 51 51 10 T 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 10 10 O M M M M M M ^ ^ M L S S S CRITICAL ANALYSIS DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 12.22.23 12.07.22 LL LZ JA 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION JA S O N M .ANDER S O N N O . 0 936EXP.0 8 /2 4 /2 024 STA T E O F W A SHIN G T O N L A N D S C APE A R C H I T ECT 0 feet204060 NORTH IRRIGATION PLAN L5.01 CURRENT PLANNING Clark Close 06/02/2026 M M M M M M M M M S T M M MM M M M M M M M R M M L S R K K M M T S R S S S S L MM L S S S S S R M M M T L S S S S S S S S S S S S S S S R R S S S S S S S S S S S SSSSSSSSSS M M M M M M M M S R M M M M M L M M M M M M M M M M M M M M M O O O O O O O O O O O O O O O O L M O O O O M M M M M M T M M M M M M LM OM M M O T T T M M MMMMMM M M L L M M M M M M MM M O OL M M M M M M M M M M MM M M R M O O O O MM M M M K K K K M O O OO T M BF MV FS M R K K K 41.818 112" 2" 1133.6 112" 1217.2 1" M T S RL O M M L M M 2" R M L L M M SM M M L L O O O O OO O M M O 2" SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI 2H2Q 4H4Q 6Q 6H 4 4 6 6 ES CS SSRCSLCS E L R C S SST 9 Q T H F 10 10 10 10 Q T H F 12 12 12 12 Q T H F 15 15 15 15 4 6 8 01 21 51 71 T L S R LST RSTSST M L O K G R 800 A 800 F M L O SYMBOL MANUFACTURER/MODEL/DESCRIPTION MV BF FS M ^^ ^^ Valve Number Valve Size Valve Flow Valve Callout ## #" IRRIGATION SCHEDULE 15 15 5121 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 10 M M M ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ NUMBER MODEL SIZE TYPE GPM DESIGN PSI FRICTION LOSS VALVE LOSS PSI PSI @ POC PRECIP VALVE SCHEDULE DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 12.22.23 12.07.22 LL LZ JA 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION JA S O N M .ANDER S O N N O . 0 936EXP.0 8 /2 4 /2 024 STA T E O F W A SHIN G T O N L A N D S C APE A R C H I T ECT 0 feet204060 NORTH IRRIGATION NOTES: IRRIGATION SYSTEM DESIGN INTENT: IRRIGATION PLAN L5.02 CURRENT PLANNING Clark Close 06/02/2026 MMOOLLLKMMMMMMMMMMMMMMMMMMMMMMMLKKKKLOOLLLLLLSLLLLLLLLSSSLTTTLRRTMMMMTTMMMM666666666666LRSTLLKKKKLMMMMGLKKKMMRRMKTMMMLMMMMMMKMMMMMMLLKMMMMMTMMMMMMMMRMMKMMMMKMMMMSTMMMMMMMMMMMMMMMMMLSSLLRMMMMLSRKKMMTSRSSSSLMMTR6666666666666666LSSSSSRMMMMMMMMTRSLSSSSSSSSSSSSSSSRRSSSSSSSSSSSSSSSSSSSSSMMLLKLLKKTKTKMMMMMMMMMMSSSRMMMOMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM SYMBOLMANUFACTURER/MODEL/DESCRIPTIONPSI2H2Q4H4Q6Q6H4466ESCSSSRCSLCSELRCSSST9QTHF10101010QTHF12121212QTHF1515151546801215171TLSRLSTRSTSSTMLOKGR800 A800 FMLO LKMOMMM MOMMLMMMMMMMMMMMMMMMMMOOOOOOOOOOOOOOOOLM OOOOMMMMMMTMMMMMMLMOMMMOTTTMMMMMMMMMMMMOOOOMMMMMLLMMMMOOLMMMMMMMMOOMMMMMMMMMMMMMOMMOOOOOMMMMMLMTMMMMMMMMMMMMMMMMMMMMMMMMMOMMMMMMMMMMMMMOOOOKKKKKKKKKMMMMMMOOOOOKOOMMMOOLMMMMMMMOOMMMMMMMOMMMMMMMMOOOLMMMOOMMMLSLLRMMMMMMMMMOOLMMMMMMMMMMTTMMMMMMMMOOOKKMMMMMMMMMMMMMMRRMOOOOMMMMMMSMMTMMLMOLKKKKMKKKKKMKOOOOT OOORMM MMMMMMMMMMMMMMMMMMBFMVFS SYMBOLMANUFACTURER/MODEL/DESCRIPTIONMVBFFSMValve NumberValve SizeValve FlowValve Callout###"IRRIGATION SCHEDULE34.71112"34.42112"17.131"424.1112"526.1112"9.781"32.29112"1320.41"47.914112"1519.11"38.216112"22.517112"MMMMLLKKKKKLMTKLLRLSSSSSSSMTRRR38.210112"MRKKK41.818112"2"1133.6112"1217.21"SSRL618.71"716.01"99999999999121515151515515110T219999999999999999991099999999999999999999991010MTSRLOMMLMM2"OMMMMMMRMLLMMSMMMLLOOOOOOOMMO2"MLSSS CRITICAL ANALYSISNUMBERMODELSIZETYPEGPMDESIGN PSIFRICTION LOSSVALVE LOSSPSIPSI @ POCPRECIPVALVE SCHEDULE DD Issue: Permit Resubmittal Issue: Drawing No. Project ID HENSLEY LAMKIN RACHEL, INC. DALLAS ● HOUSTON ● SEATTLE WWW.HLRINC.NET PH:972.726.9400 DOCUMENTS AS INSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE AND REMAIN THE PROPERTY OF HENSLEY LAMKIN RACHEL, INC. THIS DOCUMENT AND THE INFORMATION CONTAINED HEREIN MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF HENSLEY LAMKIN RACHEL, INC. C 2020 HENSLEY LAMKIN RACHEL, INC. Project Title: KENNYDALE GATEWAY 4350 LAKE WASHINGTON BLVD. N. RENTON, WA PROJECT MGR: DRAWN BY: CHECKED BY: REVISIONS Permit Issue: 03.23.22 12.22.23 12.07.22 LL LZ JA 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 NOT FOR CONSTRUCTION JA S O N M .ANDER S O N N O . 0 936EXP.0 8 /2 4 /2 024 STA T E O F W A SHIN G T O N L A N D S C APE A R C H I T ECT QUICK COUPLER VALVE ASSEMBLY2DOUBLE CHECK VALVE ASSEMBLY & PRESSURE REDUCING VALVE1 GATE WITH UNION5 MASTER VALVE & FLOW SENSOR3 AUTOMATIC VALVE ASSEMBLY4 POP-UP SPRAY HEAD6 TRENCH UNDER ASPHALT8IRRIGATION TRENCH7 IRRIGATION PLAN L5.03 CURRENT PLANNING Clark Close 06/02/2026 L K. W A S H I N GT O N B L V D . N . I- 4 0 5 0;FRONT 0;REAR 0;ELEV. No. 1 0;F RO NT 0;REA R 0;E LE V. No. 1 0;E LE V. No. 1 0;E LE V. No. 2 0;COP0;COP 0;REAR 0;ELEV. No. 1 0;F RO NT 0;REA R 0;E LE V. No. 1 1.0 0.5 2.4 1.9 2.3 6.3 4.2 11.9 2.0 4.9 2.8 3.2 1.9 3.2 3.0 3.7 4.3 3.0 4.1 2.6 1 0.4 4.8 3.8 4.1 1 0.6 1.6 3.3 3.1 1.1 2.2 2.6 2.0 1.4 1.6 2.3 2.6 3.7 2.7 2.6 3.0 4.7 2.8 5.5 2.6 2.6 5.5 1 1.6 2.0 1.3 2.2 7.3 3.6 2.5 3.8 3.3 4.5 1.2 2.4 3.2 4.6 1.3 2.2 3.9 2.8 1.1 1.8 2.4 4.1 0.5 2.2 2.3 2.4 2.1 4.6 2.7 1.3 0.8 4.3 1 0.7 0.5 2.2 7.1 4.8 3.4 4.9 0.7 2.5 4.2 2.4 1.4 3.1 4.1 0.9 1.5 2.1 3.6 5.0 2.7 0.8 0.9 1.1 1.9 0.6 0.7 0.7 1 1.4 8.5 2.8 1.4 1.0 1.0 0.7 0.5 4.6 2.8 2.4 2.3 2.0 1.1 0.6 0.9 1.6 1.0 0.4 0.3 0.4 0.4 1.0 1.6 2.3 4.1 5.2 3.2 1.7 2.3 3.1 4.6 0.7 0.4 2.4 2.7 1.1 0.9 0.2 0.5 0.6 1.8 12.0 8.9 3.5 2.8 3.7 6.2 9.4 9.0 3.1 0.8 0.4 0.3 1.2 6.1 5.6 1.6 2.5 0.3 1.7 2.3 1.8 3.5 9.1 11.8 6.3 4.0 2.5 1.7 0.7 0.5 0.6 3.0 1 2.6 2.5 0.3 0.3 0.8 1.0 5.1 4.5 3.3 3.3 3.0 4.1 2.4 0.8 3.0 5.5 1.9 0.5 0.6 0.6 0.5 1.2 1.4 2.0 4.1 1 2.8 1.3 2.0 1.7 1.2 0.2 0.2 0.4 0.5 1.3 3.8 4.8 0.8 1.5 1.2 0.4 0.2 0.3 0.8 1.6 2.7 2.4 1.4 1.4 0.8 0.2 0.2 2.8 1.1 2.5 1.7 0.5 3.3 5.7 1.8 1.0 1.9 8.1 1 0.5 3.4 3.6 8.2 3.7 1.8 3.8 4.0 2.8 3.4 3.8 1.3 1.2 1.9 7.4 5.3 0.6 3.5 12.0 0.6 1.1 3.1 4.6 0.9 1.3 1.8 0.6 0.3 0.5 1.0 1.1 0.5 0.3 0.3 0.5 1.1 1.4 0.2 0.5 1.6 3.2 0.2 0.5 1.1 2.7 0.6 1.2 1.7 2.4 3.5 0.9 3.6 0.9 4.3 4.2 0.8 3.1 8.1 1 3.2 5.1 1.6 1.8 2.3 5.7 1 3.4 1 4.1 9.3 4.6 1.3 1.0 0.9 1.5 3.2 7.8 9.6 1 8.1 9.6 8.3 1.7 1.3 1.0 1.2 1.8 3.7 8.4 1 2.8 1 6.1 8.7 3.4 9.9 6.6 2.7 1.5 1.2 1.4 2.1 3.8 6.5 1 7.0 1.3 1.1 2.9 7.3 8.0 1 4.8 5.3 3.0 1.8 1.8 2.4 4.2 4.4 1.3 0.9 1.4 8.2 1 0.1 1 4.1 5.7 3.3 2.4 3.7 10.0 1 1.6 4.7 1.8 1.1 6.9 1 6.4 6.5 1.4 1.3 2.4 3.3 2.8 1.9 1.1 2.1 1.7 1.3 1.6 0.7 1.1 4.2 4.4 2.1 0.9 0.9 3.8 1 3.3 1.9 1.2 0.9 2.1 4.6 5.4 0.7 0.9 1.6 2.5 2.8 1.1 0.6 0.6 1.8 1.9 2.2 2.1 2.3 2.8 3.0 2.1 1.9 3.1 4.2 0.7 6.4 3.7 2.1 2.4 4.2 1.8 0.7 1.7 0.3 0.7 4.5 5.6 2.5 2.3 4.4 4.3 2.0 0.9 1.5 3.3 0.2 0.4 1.9 2.8 2.3 1.7 13.0 5.3 2.2 1.2 1.4 2.3 1.9 0.3 1.0 1.8 2.0 1.7 1.9 4.1 1.6 4.3 2.3 1.6 1.2 1.4 0.9 0.4 0.2 0.8 1.6 1.8 1.5 1.3 2.5 0.5 0.5 1.3 1.4 1.3 1.5 1.5 0.5 0.5 0.5 1.6 2.1 1.8 0.8 0.8 0.2 0.5 1.1 1.4 1.0 1.4 2.5 4.6 1.6 3.3 3.8 1.4 0.4 2.9 2.8 2.7 1.8 1.2 2.1 5.9 1 1.9 2.4 7.5 4.5 0.5 5.5 4.4 2.1 1.1 2.2 4.6 4.3 1.7 1.6 3.4 5.2 4.1 1.3 2.3 2.2 2.1 2.4 1.6 1.3 1.0 1.8 1.6 1.5 1.7 2.5 0.7 1.0 1.5 1.9 3.0 0.7 0.6 0.7 1.6 3.2 5.6 3.3 2.2 1.5 1.0 0.7 1.0 1.9 4.6 6.0 4.7 3.2 1.6 1.2 1.0 1.2 2.5 4.4 3.6 2.8 1.8 1.1 0.9 2.6 2.2 2.2 1.6 0.9 1.4 1.4 1.3 2.1 2.4 1.6 1.4 2.5 0.8 1.2 3.3 2.8 1.5 2.0 2.2 0.9 0.6 3.4 8.0 2.8 1.0 2.1 1.3 0.7 1.8 7.4 1 1.7 0.8 1.6 0.8 0.8 2.5 4.8 1.1 3.9 4.1 0.8 0.7 0.6 1.2 1.8 1.4 0.5 0.7 1.8 1.9 4.2 4.3 0.9 0.9 3.0 4.3 2.7 1.7 2.6 3.2 0.7 0.5 0.7 1.1 1.3 1.0 0.9 0.8 1.4 2.5 4.3 3.1 3.8 2.8 1.2 0.5 1.0 2.5 2.3 0.9 0.9 1.7 2.4 1.7 1.1 1.2 1.2 1.8 1.6 1.3 1.3 1.9 2.4 2.1 1.4 2.3 3.1 4.1 5.1 2.5 1.4 1.6 1.2 1.3 2.0 3.8 2.3 1.3 1.4 2.5 4.0 5.2 3.9 1.8 1.2 0.8 1.3 7.7 1 0.8 4.6 2.2 0.8 0.8 1.9 5.2 8.7 4.3 2.6 1.9 2.0 3.1 0.7 1.1 1.7 2.7 6.7 1 0.3 5.4 2.6 1.9 1.8 2.0 3.0 7.1 8.4 4.1 2.4 1.9 2.0 2.9 5.5 3.9 2.1 0.2 0.3 1.1 6.9 2.8 1.8 1.4 0.5 0.8 1.0 1.3 1.7 1.6 1.3 1.0 0.9 1.0 1.1 1.2 1.4 1.3 1.1 0.9 1.2 1.7 1.6 1.2 0.4 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 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.1 0.2 0.8 0.2 0.1 0.0 0.0 0.0 0.0 0.2 0.2 0.1 0.9 0.5 1.7 0.4 0.2 0.1 0.0 0.0 0.1 0.1 8.4 0.1 0.1 3.5 2.1 2.5 0.4 2.8 0.6 1.3 0.2 0.1 5.1 1.7 0.1 0.1 0.1 0.2 0.4 1.3 2.6 4.8 5.9 4.4 2.6 1.4 0.5 0.3 0.3 1.1 0.2 9.1 1.6 2.9 0.4 2.0 0.4 0.4 0.7 1.8 4.4 5.0 2.7 1.3 2.4 3.7 2.8 1.9 1.9 1.4 0.5 0.2 0.1 13.4 1.8 0.2 0.1 1.2 1.2 0.4 0.6 0.4 0.2 0.2 0.5 4.1 8.6 1 0.8 2.6 1.7 2.6 4.3 1.1 1.8 1.2 0.9 1.3 1.2 1.0 1.2 1 6.2 1.2 0.2 0.2 0.5 0.5 0.7 0.9 0.5 0.4 0.5 0.5 0.7 1.5 1.8 2.1 3.6 5.2 2.8 1.2 0.4 0.4 0.3 0.4 1.0 4.8 5.0 1 3.3 1 6.9 1 0.6 0.5 2.1 2.5 3.2 1.6 0.5 0.7 1 0.4 1 7.2 2.9 4.2 1.4 0.2 0.1 0.2 0.4 2.1 1 2.7 19.0 1 0.0 1 0.7 7.6 7.0 0.3 0.4 1.4 1.8 1.3 0.6 0.2 0.1 0.2 0.2 0.1 1 1.4 1 3.9 18.3 9.2 8.9 4.3 0.4 0.7 2.0 2.4 0.2 0.1 0.1 0.3 0.1 1 3.9 1 4.2 12.9 1 5.5 1 5.5 3.1 1.3 0.4 3.6 1 9.3 0.1 0.1 0.1 1 5.6 1 6.0 4.9 9.6 5.3 2.6 0.4 0.2 0.1 0.1 0.1 1 1.2 1.9 0.7 0.6 4.5 0.7 0.2 0.2 0.3 1.6 0.2 8.0 1.2 4.2 1.6 0.8 0.4 1.0 3.3 7.9 2.4 0.9 3.9 6.3 2.6 5.6 5.9 0.4 2.9 0.1 8.5 1 0.5 0.6 0.4 0.2 8.9 1.0 2.5 2.0 0.5 0.4 0.2 1.2 0.4 0.4 0.5 0.4 0.9 3.0 0.5 0.8 0.4 0.3 0.3 1.1 0.4 0.1 1.4 2.2 0.9 2.5 3.5 1.4 2.6 1.9 0.2 0.4 0.7 4.8 2.6 2.7 2.5 3.4 0.2 0.2 0.3 0.3 1.1 1.6 0.1 0.4 3.6 0.2 1.1 0.5 0.4 0.2 1.2 0.3 0.4 0.4 0.2 0.6 1.1 0.2 0.2 0.6 1.5 0.4 4.0 0.2 0.1 0.2 0.7 3.4 0.2 0.4 0.2 0.2 0.7 5.4 0.1 3.2 0.4 0.2 0.4 1.1 0.9 0.2 0.1 0.1 0.2 0.2 2.2 0.2 1.3 0.2 0.1 0.1 0.3 0.5 1.3 0.3 0.1 0.2 0.1 0.1 0.1 0.3 0.8 0.1 0.1 0.1 0.3 1.0 0.3 2 4.8 0.1 0.5 1.2 0.2 0.1 0.1 0.1 0.3 0.7 0.3 1.2 0.3 0.1 0.1 0.1 0.1 0.1 1.3 3.7 0.1 0.2 0.3 0.1 0.1 0.2 0.7 2.9 3.9 0.1 0.4 0.1 0.4 0.2 1.2 0.6 4.7 6.0 1.4 0.6 0.2 0.1 0.3 2.4 0.1 0.1 0.3 0.9 2.3 4.2 4.2 2.2 3.1 0.2 0.1 2.8 0.4 0.4 0.2 5.1 3.5 1.4 0.6 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.4 1.2 1.7 2.3 1.4 0.3 0.1 0.1 0.2 0.1 0.1 0.9 1.9 1.0 0.6 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.4 2.3 0.9 0.9 0.5 0.2 0.1 0.2 1.3 0.1 2.3 1.8 1.0 0.6 0.3 0.3 0.5 0.1 0.1 0.2 0.3 0.4 2 3.1 0.4 0.2 0.1 0.1 1.0 0.6 0.1 5.1 4.1 2.9 1.1 0.4 0.4 1.4 0.1 0.1 0.4 2.9 0.1 0.1 0.4 1.1 0.1 0.1 0.1 0.1 4.3 6.7 6.3 6.5 1.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.4 0.1 0.1 0.0 0.7 3.2 4.3 0.0 0.6 1.3 2.0 1.0 0.7 0.6 0.9 1.8 1.7 2.8 3.6 1.1 3.5 1.0 1.3 1.5 0.4 1.3 2.9 5.9 2.9 1.5 2.2 4.1 4.9 3.2 1.8 4.1 2.0 1.2 1.2 2.4 1.4 2.3 0.8 0.3 0.4 0.1 0.1 0.1 0.3 2.5 0.5 5.0 4.0 3.5 2.2 1.6 0.3 0.2 1.7 0.2 0.3 0.1 0.2 0.2 0.1 0.8 3.5 2.3 5.3 3.5 3.0 6.5 5.2 3.0 11.9 7.3 4.0 3.4 5.1 5.4 2.4 4.4 7.9 3.8 2.6 0.8 1.1 2.6 4.9 3.0 1.5 0.4 0.5 1.8 4.2 1.8 2.9 2.7 1.2 0.6 4.0 4.2 1.1 3.6 12.1 2.0 1 1.4 1 0.0 6.8 9.2 4.5 1.7 4.4 1.7 2.1 1.5 0.0 3.5 0.3 5.8 3.2 0.4 1 6.5 1.1 0.5 1.5 6.1 1.1 4.2 1.5 1 7.8 3.6 3.5 4.7 4.3 5.3 5.9 4.4 1.0 3.4 4.0 1.1 1.4 1.5 4.0 2.5 3.4 5.4 2.4 2.5 1.5 0.8 1.1 0.6 0.7 1.6 2.6 3.9 4.2 0.4 2.4 1.6 0.7 5.2 4.6 2.6 1.3 1.6 2.5 3.8 4.4 2.3 1.6 2.8 4.9 1.0 3.1 3.6 2.5 1.5 2.3 4.2 4.0 2.3 4.8 5.0 1.7 1.0 1.7 1.6 3.1 2.8 4.9 5.1 4.5 4.1 1.3 1.7 3.6 4.1 4.0 5.3 4.1 0.3 1.0 0.6 1.7 2.2 2.3 3.1 0.1 0.2 0.6 1.2 1.5 0.2 0.5 1.9 2.5 2.4 5.5 0.4 0.5 0.2 0.1 2.1 0.9 0.5 0.4 0.3 1.5 1.5 1.3 1.2 1.2 0.7 0.3 1.9 2.1 3.1 3.1 3.4 3.4 1.9 1.1 0.6 0.2 3.7 3.3 4.8 5.3 5.9 4.3 2.1 1.0 0.4 0.1 3.1 3.7 3.0 2.4 1.6 1.0 0.5 0.4 0.5 4.2 0.3 2.0 2.9 2.4 1.6 1.1 1.4 1.5 0.8 2.4 1.9 2.1 1.9 3.9 4.4 2.8 1.7 1.6 3.7 2.4 1.3 0.7 3.2 2.0 0.6 1.3 2.9 1.8 0.9 1.2 3.2 5.1 2.5 2.6 1.0 3.7 2.3 3.6 4.7 1.6 5.2 1.1 1.6 0.5 0.3 0.8 2.2 1.3 0.4 0.6 1.6 0.7 1.2 3.5 4.2 3.9 1.8 1.5 3.0 2.3 4.6 1.9 1.4 1.4 2.1 3.3 3.9 2.1 3.8 2.6 1.1 1.5 1.7 2.0 1.5 1.2 4.8 4.5 2.3 3.1 1.2 0.9 1.1 1.9 7.6 6.7 3.4 0.7 0.6 1.4 4.4 1 3.4 6.5 0.6 0.6 1.0 3.1 1 5.6 7.7 1.5 1.0 2.2 9.2 8.9 3.7 1.9 1.9 5.2 1 3.4 5.5 3.7 2.3 1.7 3.8 1 7.3 7.0 1.8 1.7 2.9 1 0.7 7.7 3.3 1.4 0.5 1.0 2.0 6.0 1 3.0 1.8 1.6 0.8 0.6 1.3 4.4 1 8.6 5.8 1.8 1.2 0.7 0.9 3.1 1 2.1 7.3 4.4 3.6 1.8 1.0 1.8 6.5 1 2.1 3.4 2.1 1.0 3.4 1 8.0 5.0 0.9 0.6 2.8 4.1 4.1 3.6 5.1 3.5 2.1 3.2 2.3 2.0 1.7 4.4 2.5 6.7 2.2 12.2 1 2.6 0.3 1 1.1 9.9 5.8 1 3.5 1 0.9 SP1 SP2 SP1 SP1 SP1 SP1 SP1 SP1 SP1 SP1 SP1 SP2 SP1 SP1 SP1 SP1 SP1 SP1 SP1 SP1 SP1 SP1 SP1 SP1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 SU1 SW1 SW1 SW1 SW1 SW1 SW1 SW1 SW1 SW1 SW1 SW1 SW1 SW1 SW1 SW1 SW1SW1 SW1 SW1SW1 SW1 SW1 SW1 SW1 SW1 SW1 SW1 SW1 SW1 SW1 SW1 SW1 SW1 SW1 SW1 SW1 SW1 SW1 SW1SW1 SW1 SW1 SW1 SU1 SU1 ST1 ST1 ST1 ST1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SB1 SH1 SF1 SF1 SF1SF1 SF1SF1 SF2 SF2 SF2 SF2 SF2 SF2 SF2 SF2 SF2 SF2 SF2 SF2 SF2 SF2 SF2 SF2 SF2 SF2 SF2 SF2 SF2 SF2 SF2 SF2 SF2 SF2 SF2 SF2 SF2 SF2 SF2 SL1 SL1 SL1 SL1 SL1 SL1SL1SL1SL1SL1SL1SL1SL1SL1 SL1 SW1 SW1 SP2 SL1 SL1 SL1 SL1 SL1 SW1 SW1 SW1 WindsorEngineers.com Ridgefield, WA Duluth + Minneapolis, MN Revisions: Project No: Co p y r i g h t 2 0 2 4 B y W i n d s o r E n g i n e e r s , L L C . A l l R i g h t s R e s e r v e d . ENGINEER OF RECORD: DESIGN BY: CHECKED BY: ISSUE DATE: PROJECT ISSUE: PROJECT MANAGER: Au t o d e s k D o c s : / / 2 5 0 8 3 K e n n y d a l e G a t e w a y / E 2 4 K e n n y d a le G a t e w a y . r v t 6/ 1 6 / 2 0 2 5 4 : 5 2 : 3 7 P M E101 SITE PLAN PHOTOMETRICS KE N N Y D A L E G A T E W A Y RE N T O N , W A S H I N G T O N 25083 SW JY VD ELECTRICAL SW SCALE:1" = 30'-0"1 SITE PLAN - ELECTRICAL PHOTOMETRICS LUMINAIRE SCHEDULE TAG LUMINAIRE DESCRIPTION MOUNTING MOUNTING HEIGHT LAMP COLOR TEMP LUMEN OUTPUT POWER SUPPLY MANUFACTURER & MODEL VOLTAGE INPUT WATTS NOTES SB1 35.4" HIGH BOLLARD CONCRETE BASE / GROUND MOUNT +3'-0" AFF LED 3000K 469 INTEGRAL ELECTRONIC DRIVER HESSAMERICA CENTO 360 SERIES OR APPROVED 120 V 18 W SF1 6" CYLINDER DOWNLIGHT SURFACE AT CANOPY / CEILING, VARIES LED 3000K 1,500 INTEGRAL ELECTRONIC DRIVER LIGHTOLIER MODULYTE LED SERIES OR APPROVED 120 V 39 W SF2 4" CYLINDER DOWNLIGHT SURFACE AT CANOPY / CEILING, VARIES LED 3000K 1,500 INTEGRAL ELECTRONIC DRIVER LIGHTOLIER MODULYTE LED SERIES OR APPROVED 120 V 15 W SH1 HANGING STRING LIGHT N/A +10'-0" AFF LED 3000K 90.2/FT REMOTE ELECTRONIC DRIVER, 0-10V DIMMING TIVOLI LIGHTING LITESPHERE 2.0 SERIES OR APPROVED 120 V 1 W SL1 ARCHITECTURAL VANDAL-RESISTANT LED LINEAR LUMINAIRE SURFACE AT CARPORT STRUCTURE LED 3000K 4,588 INTEGRAL ELECTRONIC DRIVER LITHONIA LIGHTING VAP LED SERIES OR APPROVED 120 V 49 W SP1 POLE MOUNT AREA LIGHT, TYPE III DISTRIBUTION CONCRETE BASE, 15' POLE +15'-0" AFF LED 3000K 6716 INTEGRAL ELECTRONIC DRIVER LUMCA LIO SERIES OR APPROVED 208 V 60 W SP2 POLE MOUNT AREA LIGHT, TYPE V DISTRIBUTION CONCRETE BASE, 15' POLE +15'-0" AFF LED 3000K 6716 INTEGRAL ELECTRONIC DRIVER LUMCA LIO SERIES OR APPROVED 208 V 60 W ST1 CONTINUOUS LED TAPE LIGHT BRACKET ANCHORS SEE LANDSCAPE DETAIL LED 3000K 121/FT REMOTE ELECTRONIC DRIVER, 0-10V DIMMING QTL LIGHTING Q-CAP KURV SERIES OR APPROVED 120 V 2 W 1 SU1 TREE SPOT LIGHT GROUND N/A LED 3000K 1,634 INTEGRAL ELECTRONIC DRIVER BKLIGHTING DENALI REMOTE SERIES OR APPROVED 120 V 27 W SW1 WALL PACK AREA LIGHT, TYPE FORWARD THROW MEDIUM DISTRIBUTION WALL +10'-0" AFF, U.N.O LED 3000K 4,002 INTEGRAL ELECTRONIC DRIVER LITHONIA LIGHTING WDGE2 SERIES OR APPROVED 120 V 47 W 2 GENERAL LUMINAIRE SCHEDULE NOTES: A. REFER TO SPECIFICATIONS SECTIONS 26 5100 AND 26 56 00 FOR ADDITIONAL REQUIREMENTS. B. FINISH FOR ALL LUMINAIRES LISTED ABOVE SHALL BE PER ARCHITECT AND INTERIOR DESIGNER. C. LUMEN OUTPUT LISTED IS DELIVERED LUMENS. D. MOUNTING HEIGHTS: a. CONFIRM MOUNTING HEIGHTS FOR WALL MOUNTED AND SUSPENDED LUMINAIRES WITH ARCHITECT AND INTERIOR DESIGNER. b. WALL MOUNTED LUMINAIRES: UNLESS NOTED OTHERWISE, SPECIFIED MOUNTING HEIGHTS ARE TO CENTER OF LUMINAIRE FROM FINISHED FLOOR. c. SUSPENDED LUMINAIRES: UNLESS NOTED OTHERWISE, SPECIFIED MOUNTING HEIGHTS ARE TO BOTTOM OF LUMINAIRE FROM FINISHED FLOOR. LUMINAIRE NOTES: 1. LOCATE LED REMOTE DRIVERS IN WEATHER RATED ENCLOSURE UNDER LANDSCAPE BENCHES AS REQUIRED. 2. COORDINATE EXACT LUMINAIRE MOUNTING HEIGHTS WITH ARCHITECTURAL ELEVATIONS PRIOR TO ROUGH-IN. AVG 3.8 : 1 MAX 5.7 : 1 MIN 2.2 FC MAX 12.6 FC AVG 8.4 FC WAY FINDING #7 AVG 26.0 : 1 MAX 119.0 : 1 MIN 0.1 FC MAX 11.9 FC AVG 2.6 FC WAY FINDING #6 SOUTHEAST AVG 19.0 : 1 MAX 59.0 : 1 MIN 0.1 FC MAX 5.9 FC AVG 1.9 FC WAY FINDING #5 SOUTHWEST AVG N/A MAX N/A MIN 0.0 FC MAX 24.8 FC AVG 1.2 FC WAY FINDING #4 EAST AVG N/A MAX N/A MIN 0.0 FC MAX 19.3 FC AVG 2.5 FC WAY FINDING #3 WEST AVG N/A MAX N/A MIN 0.0 FC MAX 17.8 FC AVG 3.7 FC WAY FINDING #2 CENTER NORTH AVG 26.0 : 1 MAX 55.0 : 1 MIN 0.1 FC MAX 5.5 FC AVG 2.6 FC WAY FINDING #1 NORTH AVG 7.8 : 1 MAX 37.2 : 1 MIN 0.5 FC MAX 18.6 FC AVG 3.9 FC PARKING #3 NORTH AVG 11.5 : 1 MAX 66.5 : 1 MIN 0.2 FC MAX 13.3 FC AVG 2.3 FC PARKING #2 CENTER AVG 16.5 : 1 MAX 90.5 : 1 MIN 0.2 FC MAX 18.1 FC AVG 3.3 FC PARKING #1 SOUTH AVG 28.7 : 1 MAX 45.0 : 1 MIN 0.3 FC MAX 13.5 FC AVG 8.6 FC NE CORNER WALKPATH STATISTICS GENERAL SHEET NOTES A. DRAWING IS FOR PHOTOMETRIC REVIEW ONLY, NOT TO BE USED FOR EXACT LOCATIONS OR CONSTRUCTION DIMENSIONS.06/17/2025 WindsorEngineers.com Ridgefield, WA Duluth + Minneapolis, MN Revisions: Project No: Co p y r i g h t 2 0 2 4 B y W i n d s o r E n g i n e e r s , L L C . A l l R i g h t s R e s e r v e d . ENGINEER OF RECORD: DESIGN BY: CHECKED BY: ISSUE DATE: PROJECT ISSUE: PROJECT MANAGER: Au t o d e s k D o c s : / / 2 5 0 8 3 K e n n y d a l e G a t e w a y / E 2 4 K e n n y d a le G a t e w a y . r v t 6/ 1 6 / 2 0 2 5 4 : 5 2 : 3 9 P M E200 SITE PLAN LIGHTING SPEC SHEET KE N N Y D A L E G A T E W A Y RE N T O N , W A S H I N G T O N 25083 SW JY VD ELECTRICAL SW SB1 SF1, SF2 SH1 SL1 SP1, SP2 TYPE ST1 SU1 SW1 06/17/2025