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Home My WebLink AboutCD-4388GP GP SD SD SS PC SS GP GPGP GP GP GPGP IRR SS IRR IRR SS GP GP P IRR GP GP IRR HVACHVAC GP G PGP GP SD SD GP GP CO GP CO GP P CO GP GP GP GP HVACHVAC P GP GP GP SS \\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\ \ \\\ TOP TO P TO P TOP TO P TO P TOE TO E T O E TO E TO E \ \ \ \ \ \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\ \\\\\\\\\\\\\\ \ \ \ \ \ \ \ \\\ W FO FO FO FOW 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 \\\ GP GP PIRRIRRIRR C C C TO E TOP W SE N E C A A V E S W SW 12TH S T SW 13TH S T INTERSTATE 405 N1 ° 2 2 ' 4 6 " E 33 0 . 0 8 ' N77° 27' 4 4 " E 117.47' S1 ° 2 2 ' 4 2 " W 11 6 . 4 3 ' N77° 26' 1 0 " E 119.92' N1 ° 2 2 ' 4 3 " E 11 6 . 3 8 ' N77° 27' 4 4 " E 29.98' N77° 27' 4 4 " E 63.89' S9 ° 3 9 ' 1 5 " E 10 5 . 0 4 ' S77° 26' 10 " W 84.61' N1 ° 2 2 ' 4 3 " E 10 8 . 1 2 ' S1 ° 2 2 ' 4 3 " W 10 8 . 1 2 ' S8 ° 5 7 ' 1 5 " E 6 0 . 1 2 ' N77° 24' 3 8 " E 123.29' S1 ° 2 1 ' 0 3 " W 11 4 . 3 4 ' S86° 20' 10"W 391.52' BLDG ADDITION FF: 21.95 EXISTING BUILDING FF: 21.95 BLDG ADDITION BASIS OF BEARINGS INITIAL POINT CITY OF RENTON CONTROL POINT ID 1895 HELD PUBLISHED NAD 83/91 WASHINGTON STATE PLANE NORTH ZONE COORDINATES HELD A COMBINED GRID SCALE FACTOR OF 0.999987504615 (GRID TO GROUND) AT THIS POSITION FND. ENCASED 1 7/8" BRASS DISK WITH PUNCH, DOWN 0.4' VISITED 11/01/2024 PROJECT PRIMARY BENCHMARK HELD PUBLISHED CITY OF RENTON ELEVATION: 25.702 FEET NAVD 88 BASIS OF BEARINGS SECONDARY POINT CITY OF RENTON CONTROL POINT ID 1891 HELD PUBLISHED NAD 83/91 WASHINGTON STATE PLANE NORTH ZONE COORDINATES FOR ROTATION ONTO DERIVED GRID BEARING FND. ENCASED 3" BRASS DISK STAMPED "CITY OF RENTON BENCHMARK". MONUMENT IS LOCATED ON TOP OF THE NORTHERLY CONC. WALL OF BRIDGE OF SW 16TH ST. THAT CROSSES SPRINGBROOK CREEK VISITED 11/01/2024 PROJECT SECONDARY BENCHMARK HELD PUBLISHED CITY OF RENTON ELEVATION: 24.1568 FEET NAVD 88 OBSERVED ELEVATION: 24.06 FEET NAVD 88 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 N GRAPHIC SCALE 0 40 80 1" = 40 FEET 20 1COVER SHEET C0.0Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ F i n a l D e s i g n \ 2 2 4 0 8 1 9 - S H - C O V R . d w g NOT TO SCALE VICINITY MAP HHJ ARCHITECTS, LLC 601 ST HELENS AVE TACOMA, WA 98402 PH. (253) 922-4168 CONTACT: JOHN MANUEL ARCHITECT OWNER D&C INVESTMENT, LLC PO BOX 1657 TACOMA, WA 98401 CELL: (206) 391-0311 CONTACT: DALE WALKER CIVIL ENGINEER MCINNIS ENGINEERING 202 EAST 34TH STREET TACOMA, WA 98404 PH. (253) 414-1992 CONTACT: LARRY WALKER, PLS SURVEYOR AHBL ENGINEERS, PLANNERS, & SURVEYORS 2215 NORTH 30TH STREET, SUITE 300 TACOMA, WA 98403 PH. (253) 383-2422 CONTACT: MATT WEBER, PE 3340404265. SITE ADDRESS 519 SW 12TH ST RENTON, WA 98057 PARCEL NUMBER CITY OF RENTON CITY OF RENTON PUGET SOUND ENERGY PUGET SOUND ENERGY RENTON FIRE UTILITIES/SERVICES WATER: SEWER: POWER: GAS: FIRE: UTILITY NOTE TRENCH NOTE FILL SPECIFICATION IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND AHBL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. AHBL ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. IMPORTED FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. TOPOGRAPHIC NOTE THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. HELD COMPUTED NAD 83/91, WASHINGTON STATE PLANE, NORTH ZONE, GRID BEARING OF NORTH 89°43'16" WEST BETWEEN A MONUMENT FOUND AT THE INTERSECTION OF LIND AVE. SW AND SW 16TH ST., BEING CITY OF RENTON CONTROL ID. 1895, TO A MONUMENT FOUND ON ALONG THE NORTHERLY MARGIN OF SW 16TH ST. AT A BRIDGE CROSSING OF SPRINGBROOK CREEK, BEING CITY OF RENTON CONTROL ID. 1891, RESPECTIVELY. NAD 83/91, WASHINGTON STATE PLANE, NORTH ZONE, AS DEFINED BY THE CITY OF RENTON PUBLISHED HORIZONTAL CONTROL NETWORK UNIT OF MEASUREMENT IS U.S. SURVEY FEET ALL DISTANCES SHOWN ARE GROUND A COMBINED GRID SCALE FACTOR OF 0.999987504615 (GRID TO GROUND) WAS HELD AT CITY OF RENTON CONTROL ID. 1895 NAVD 88 (AS DEFINED BY THE PUBLISHED CITY OF RENTON VERTICAL BENCHMARK NETWORK) (NGS2018 GEOID - USED) BASIS OF BEARING HORIZONTAL DATUM VERTICAL DATUM PROJECT PRIMARY BENCHMARK: CITY OF RENTON CONTROL ID. 1895 PUBLISHED ELEVATION: 25.702' NAVD 88 DESCRIPTION: ENCASED 3" BRASS DISK W/PUNCH LOCATED AT THE INTERSECTION OF LIND AVE. SW AND SW 16TH ST. PROJECT SECONDARY BENCHMARK: CITY OF RENTON CONTROL ID. 1891 PUBLISHED ELEVATION: 24.1568' NAVD 88 OBSERVED ELEVATION: 24.06' NAVD 88 DESCRIPTION: MONUMENT FOUND ALONG THE NORTHERLY MARGIN OF SW 16TH ST. AT A BRIDGE CROSSING OF SPRINGBROOK CREEK. SITE BENCHMARK OBSERVED ELEVATION: 27.41' NAVD 88 DESCRIPTION: ENCASED 1 7/8" BRASS DISK W/PUNCH AT THE INTERSECTION OF SW GRADY WAY AND SENECA AVE. SW SITE BENCHMARK LEGAL DESCRIPTIONS SOUTHW E S T G R A D Y W A Y INTERSTATE 405 LI N D A V E S W MA P L E A V E S W SW 12TH S T SW 10TH S T SW 16TH ST E V A L L E Y RD LI N D A V E S W SOUTHWE S T G R A D Y W A Y SW 12TH S T SE N E C A A V E S W SW 13TH S T SITE Sheet List Table Sheet Sheet No.Sheet Title 1 C0.0 COVER SHEET 2 SV-01 LEGAL DESCRIPTIONS AND NOTES 3 SV-02 BLOCK CALCULATIONS DIAGRAM 4 SV-03 BOUNDARY SURVEY 5 SV-04 BOUNDARY SURVEY 6 SV-05 OVERALL BOUNDARY AND TOPOGRAPHIC SURVEY DIAGRAM 7 SV-06 OVERALL BOUNDARY AND TOPOGRAPHIC SURVEY DIAGRAM 8 SV-07 OVERALL BOUNDARY AND TOPOGRAPHIC SURVEY DIAGRAM 9 SV-08 OVERALL BOUNDARY AND TOPOGRAPHIC SURVEY DIAGRAM 10 SV-09 OVERALL BOUNDARY AND TOPOGRAPHIC SURVEY DIAGRAM 11 SV-10 OVERALL BOUNDARY AND TOPOGRAPHIC SURVEY DIAGRAM 12 SV-11 OVERALL BOUNDARY AND TOPOGRAPHIC SURVEY DIAGRAM 13 SV-12 OVERALL BOUNDARY AND TOPOGRAPHIC SURVEY DIAGRAM 14 SV-13 OVERALL BOUNDARY AND TOPOGRAPHIC SURVEY DIAGRAM 15 C1.1 SITE DEMOLITION PLAN 16 C1.2 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN 17 C1.3 TESC NOTES AND DETAILS 18 C1.4 TESC NOTES AND DETAILS CONT. 19 C2.1 SITE PLAN AND HORIZONTAL CONTROL 20 C2.2 SURFACING DETAILS 21 C3.1 GRADING PLAN 22 C3.2 SITE CROSS SECTIONS 23 C3.3 STORM PLAN 24 C3.4 STORM RUN PROFILES 25 C3.5 STORM SYSTEM NOTES AND DETAILS 26 C3.6 STORM SYSTEM NOTES AND DETAILS 27 C3.7 CITY OF RENTON STANDARD STORM NOTES 28 C4.1 SEWER PLAN AND PROFILE 29 C4.2 EXISTING SEWER PLAN AND PROFILE 30 C4.3 SEWER NOTES AND DETAILS 31 C4.4 SEWER NOTES AND DETAILS 32 C4.5 SEWER NOTES AND DETAILS 33 C4.6 SEWER NOTES AND DETAILS 34 C5.1 WATER PLAN 35 C5.2 FIRE SYSTEM PLAN 36 C5.3 WATER NOTES AND DETAILS 37 C5.4 WATER NOTES AND DETAILS 38 C5.5 WATER NOTES AND DETAILS 39 C6.1 COMPOSITE UTILITY PLAN 40 L1 LANDSCAPE PLAN 41 L2 LANDSCAPE DETAILS AND NOTES 42 L3 IRRIGATION PLAN 43 CR1.1 SENECA AVE SW FRONTAGE IMPROVEMENTS 44 CR1.2 SW 12TH ST FRONTAGE IMPROVEMENTS 45 CR1.3 FRONTAGE DRIVEWAYS ENLARGEMENTS 46 CR1.4 SW 12TH ST PLAN AND PROFILE 47 CR1.5 CITY OF RENTON FRONTAGE IMPROVEMENT DETAILS 48 CR1.6 CITY OF RENTON FRONTAGE IMPROVEMENT DETAILS 49 CR1.7 CITY OF RENTON FRONTAGE IMPROVEMENT DETAILS 50 CR1.8 CITY OF RENTON FRONTAGE IMPROVEMENT DETAILS 51 CR1.9 CITY OF RENTON FRONTAGE IMPROVEMENT DETAILS 52 E1 ELECTRICAL SITE PLAN 53 E2 ELECTRICAL SITE LIGHTING PLAN 54 E3 SITE LIGHTING PHOTOMETRIC PLAN 55 E4 PRELIMINARY POWER RISER DIAGRAM LEGEND EXISTING PROPOSED MONUMENT FENCE ASPHALT CONCRETE SANITARY SEWER MANHOLE FIRE HYDRANT STREET LIGHT SANITARY SEWER MAIN STORM LINE STORM MANHOLE TYPE 2 CATCH BASIN TYPE 1 WATER LINE WALL CONTOURS ROW EASEMENT XXXXXX EX. CHAINLINK FENCE AS NOTED EX. WOOD FENCE AS NOTED ADDRESS: 505 SW 12TH ST LEGAL DESCRIPTION PER FIRST AMERICAN TITLE INSURANCE COMPANY NATIONAL COMMERCIAL SERVICES, SUBDIVISION GUARANTEE ORDER NUMBER NCS-1252965-WA1, DATED FEBRUARY 27, 2025 AT 7:30 A.M. LOTS 20, 21 AND 22, BLOCK 26, C. D. HILLMAN'S EARLINGTON GARDENS ADDITION TO THE CITY OF SEATTLE, DIVISION NO. 1 AS PER PLAT RECORDED IN VOLUME 17 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THAT PORTION OF SAID LOT 20 LYING EASTERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT 22 OF SAID BLOCK 26; THENCE EASTERLY ALONG THE NORTH LINE OF LOTS 22, 21 AND 20 A DISTANCE OF 63.89 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 9°46"43' EAST 97.06 FEET TO THE SOUTH LINE OF SAID LOT 20 AT A POINT 83.03 FEET EASTERLY OF THE SOUTHWEST CORNER OF SAID LOT 22 AND THE TERMINUS OF SAID LINE; TOGETHER WITH THAT PORTION OF VACATED ALLEY DESCRIBED UNDER ORDINANCE NO. 4914 RECORDED SEPTEMBER 6, 2001 UNDER RECORDING NO. 20010906002177. (TPN 3340404148) ADDRESS: 519 SW 12TH ST LEGAL DESCRIPTION PER FIRST AMERICAN TITLE INSURANCE COMPANY NATIONAL COMMERCIAL SERVICES, SUBDIVISION GUARANTEE ORDER NUMBER NCS-1252965-WA1, DATED FEBRUARY 27, 2025 AT 7:30 A.M. LOT 1, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-02-105-LLA, RECORDED NOVEMBER 26, 2002 UNDER RECORDING NO. 20021126900014, IN KING COUNTY, WASHINGTON. (TPN 3340404265) EVA ROUTE THROUGH SITE R-438801 RENTON CONTROL MONUMENTS 05/15/2026 AMorganroth 06/03/2026 CURRENT PLANNINGWASTEWATER UTILITY Mbenoit 06/03/2026 REGIONAL FIRE AUTHORITY cthomas 06/03/2026 APPROVEDWATER UTILITY JValdez 06/03/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 HELD COMPUTED NAD 83/91, WASHINGTON STATE PLANE, NORTH ZONE, GRID BEARING OF NORTH 89°43'16" WEST BETWEEN A MONUMENT FOUND AT THE INTERSECTION OF LIND AVE. SW AND SW 16TH ST., BEING CITY OF RENTON CONTROL ID. 1895, TO A MONUMENT FOUND ON ALONG THE NORTHERLY MARGIN OF SW 16TH ST. AT A BRIDGE CROSSING OF SPRINGBROOK CREEK, BEING CITY OF RENTON CONTROL ID. 1891, RESPECTIVELY. SURVEYORS NOTES 1.DATE OF SURVEY NOVEMBER 1ST THROUGH NOVEMBER 26TH, 2024 AND SUPPLEMENTED WITH ADDITIONAL TOPOGRAPHIC DATA FOR THE NORTHERLY PORTION OF SW 12TH STREET, FEBRUARY 3RD OF 2025 THROUGH FEBRUARY 6TH OF 2025. 2.NO DEED CORNERS WERE SET THIS SURVEY. 3.THE PURPOSE OF THIS SURVEY FOR CONTEMPLATED DEVELOPMENT OF THE SUBJECT PARCELS FOR COMMERCIAL USES. TOGETHER WITH RIGHT OF WAY INFORMATION FOR SW 12TH STREET FOR A CONTEMPLATED WATER MAIN REPLACEMENT. 4.THIS SURVEY DOES NOT PURPORT TO SHOW ANY OR ALL EASEMENTS OF RECORD. THERE MAY EXIST MATTERS OF TITLE OR EASEMENTS NOT SHOWN HEREON. FULL RELIANCE WAS PLACED UPON THE TITLE REPORTS PROVIDED TO THIS SURVEYOR. 5.IN ACCORDANCE WITH REVISED CODE OF WASHINGTON (R.C.W.) 58.09 AND THE WASHINGTON ADMINISTRATIVE CODE (W.A.C.) 332-130, THIS SURVEY MAY DEPICT OCCUPATIONAL INDICATORS THAT DIFFER FROM THE DEEDED LOT LINES (SUCH AS FENCES, WALLS, TREES, SHRUBS, BUILDINGS, DECKS, ETC.). THESE INDICATORS, IF AT ALL PRESENT, MAY REPRESENT A POTENTIAL FOR CLAIMS OF UNWRITTEN TITLE. THIS SURVEY DOES NOT PURPORT TO RESOLVE SUCH MATTERS. DO NOT REMOVE SUCH ITEMS WITHOUT OWNERS CONSENT AND/OR LEGAL COUNCIL. 6.THE CONTOUR INTERVAL AS SHOWN ON SHEETS 6 THROUGH 14 IS 1 FOOT AND ARE DERIVED AND COMPUTED FROM DIRECT FIELD OBSERVATIONS. 7.THE UTILITIES SHOWN HEREON, IF ANY, ARE BASED UPON SURFACE EVIDENCE FIELD OBSERVATIONS AS DISCOVERED DURING THE PROCESS OF CONDUCTING THE FIELD SURVEY. TOGETHER WITH SUBCONTRACTED UTILITY LOCATES OF CONDUCTIBLE NATURAL GAS, SUBTERRANEAN POWER, SUBTERRANEAN TELECOMMUNICATIONS, AND SUBTERRANEAN WATER AS DEMARCATED AT THE SURFACE VIA PAINT LINES BY MT. VIEW LOCATES ON 11/01/2024 THROUGH 11/12/2024. AND FIELD LOCATED BY MCINNIS ENGINEERING ON 11/01/2024 AND 11/18/2024. SAID UTILITY LOCATES WERE ADDED ON TO BY MOUNTAIN VIEW ON 02/06/2025 FOR THE NORTHERLY HALF OF SW 12TH STREET. AND FIELD LOCATED BY MCINNIS ENGINEERING ON 02/06/2025. THE AGREEMENT BETWEEN MCINNIS ENGINEERING AND MT. VIEW LOCATES WERE FOR CONDUCTIBLE UTILITIES ONLY. THIS SURVEY HAS ALSO BEEN SUPPLEMENTED WITH RECORD INFORMATION FOR THE STORMDRAIN AND SANITARY SEWER SYSTEMS WITH DATA FROM THE CITY OF RENTON GIS (GEOGRAPHICAL INFORMATION SYSTEM) ASBUILT FILES AS HELD BY SAID CITY OF RENTON. SAID RECORD LINES AS DEPICTED ON THIS SURVEY SHOULD BE TREATED AS APPROXIMATE IN NATURE. UTILITIES MAY EXIST THAT ARE NOT SHOWN HEREON. 8.THE LIMITS AS AGREED UPON BETWEEN MCINNIS ENGINEERING AND THE CLIENT FOR THIS SURVEY: (A) BOUNDARY SURVEYS ONLY FOR KING COUNTY TAX PARCELS 3340404470, 3340404845, 3340404855, 3340404870, AND 3340404865. THE BOUNDARY SURVEY BEING SEARCHING FOR CORNERS SET BY OTHERS AND LOCATING ANY LINES OF OCCUPATION ALONG THE BOUNDARY LINES THEREOF. (B) BOUNDARY AND TOPOGRAPHIC SURVEY FOR KING COUNTY TAX PARCELS 3340404265 AND 3340404148. THE BOUNDARY SURVEY BEING SEARCHING FOR CORNERS SET BY OTHERS AND LOCATING ANY LINES OF OCCUPATION ALONG THE BOUNDARY LINES THEREOF. TOGETHER WITH A SURFACE TOPOGRAPHIC SURVEY WITH MEASURED INVERTS OF STORMWATER AND SANITARY SEWER STRUCTURES ONLY. (C) TOPOGRAPHIC SURVEY OF HALF WIDTH OF THE ABUTTING RIGHT OF WAY OF SENECA AVE SW TO KING COUNTY TAX PARCELS 3340404265 AND 3340404148. TOGETHER WITH THE NORTHEAST QUADRANT OF THE INTERSECTION OF SENECA AVE SW AND SW 12TH ST. 9.THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF HHJ ARCHITECTS, PLLC AND DOES NOT EXTEND TO ANY UNNAMED PERSON OR PERSONS WITHOUT EXPRESS CERTIFICATION BY SURVEYOR NAMING SAID PARTY. METHODOLOGY THIS SURVEY WAS PERFORMED VIA CONVENTIONAL AND RADIAL TRAVERSE METHODS WITH A GEOMAX ZOOM95 3" SECOND TOTAL STATION AND TOGETHER WITH RTK METHODS WITH A CARLSON BRX7 GPS RECEIVER ROVER INCORPORATING EPOCH CORRECTIONS FROM THE WASHINGTON STATE REFERENCE NETWORK (WSRN) BASE NAMED "PRNVRS_MSM" THAT MEET OR EXCEED ACCURACY REQUIREMENTS CONTAINED IN WAC 332.130.090 BASIS OF BEARINGS REFERENCES 1.PLAT OF C.D. HILLMAN'S EARLINGTON GARDENS ADD'N TO THE CITY OF SEATTLE DIVISION NO.1 2.RECORD OF SURVEY AFN 9404079012 3.CITY OF RENTON LOT LINE ADJUSTMENT LUA-02-105-LLA AFN 20021126900014 4.RECORD OF SURVEY AFN 9511139007 HORIZONTAL DATUM NAD 83/91, WASHINGTON STATE PLANE, NORTH ZONE, AS DEFINED BY THE CITY OF RENTON PUBLISHED HORIZONTAL CONTROL NETWORK UNIT OF MEASUREMENT IS U.S. SURVEY FEET ALL DISTANCES SHOWN ARE GROUND A COMBINED GRID SCALE FACTOR OF 0.999987504615 (GRID TO GROUND) WAS HELD AT CITY OF RENTON CONTROL ID. 1895 VERTICAL DATUM NAVD 88 (AS DEFINED BY THE PUBLISHED CITY OF RENTON VERTICAL BENCHMARK NETWORK) (NGS2018 GEOID - USED) PROJECT PRIMARY BENCHMARK: CITY OF RENTON CONTROL ID. 1895 PUBLISHED ELEVATION: 25.702' NAVD 88 DESCRIPTION: ENCASED 3" BRASS DISK W/PUNCH LOCATED AT THE INTERSECTION OF LIND AVE. SW AND SW 16TH ST. PROJECT SECONDARY BENCHMARK: CITY OF RENTON CONTROL ID. 1891 PUBLISHED ELEVATION: 24.1568' NAVD 88 OBSERVED ELEVATION: 24.06' NAVD 88 DESCRIPTION: MONUMENT FOUND ALONG THE NORTHERLY MARGIN OF SW 16TH ST. AT A BRIDGE CROSSING OF SPRINGBROOK CREEK. SITE BENCHMARK OBSERVED ELEVATION: 27.41' NAVD 88 DESCRIPTION: ENCASED 1 7/8" BRASS DISK W/PUNCH AT THE INTERSECTION OF SW GRADY WAY AND SENECA AVE. SW 01/29/2026 I HEREBY CERTIFY THAT THIS MAP ACCURATELY REPRESENTS A BOUNDARY AND TOPOGRAPHIC SURVEY THAT WAS PERFORMED BY ME OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE WITH THE REQUIREMENTS OF WAC 332-130-145.. DURING THE MONTH OF NOVEMBER OF 2024 AT THE REQUEST OF HHJ ARCHITECTS, PLLC. ______________________________________________________________ LARRY O. WALKER P.L.S. WASH. REG. NO. 49921 DATE 01/29/2026 SURVEYORS CERTIFICATE 49921 DERETSIGER N O T G N IHSAWFOETATS P R O FESSIONAL L AN D S U RVEYOR L A R R Y O.WALKE R ADDRESSES: 603 SW 12TH ST, 608 SW 12TH ST, AND 611 SW 12TH ST LEGAL DESCRIPTION PER FIRST AMERICAN TITLE INSURANCE COMPANY NATIONAL COMMERCIAL SERVICES, OWNER'S POLICY OF TITLE INSURANCE, POLICY NUMBER 1229154, FILE NUMBER NCS-1229154-WA1, DATE OF POLICY: OCTOBER 23, 2024 LOTS 29 THROUGH 32, INCLUSIVE, BLOCK 28 AND LOTS 1, 2, 3, 4 AND 5, BLOCK 29, C.D. HILLMAN'SEARLINGTON GARDENS ADDITION TO THE CITY OF SEATTLE, DIVISION NO. 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 17 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON. LEGAL DESCRIPTIONS (TPN 3340404845, 3340404855, 334040470, AND 3340404865) ADDRESS: 505 SW 12TH ST LEGAL DESCRIPTION PER FIRST AMERICAN TITLE INSURANCE COMPANY NATIONAL COMMERCIALSERVICES, SUBDIVISION GUARANTEE ORDER NUMBER NCS-1252965-WA1, DATED FEBRUARY 27, 2025 AT 7:30 A.M. LOTS 20, 21 AND 22, BLOCK 26, C. D. HILLMAN'S EARLINGTON GARDENS ADDITION TO THE CITY OF SEATTLE, DIVISION NO. 1 AS PER PLAT RECORDED IN VOLUME 17 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THAT PORTION OF SAID LOT 20 LYING EASTERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT 22 OF SAID BLOCK 26; THENCE EASTERLY ALONG THE NORTH LINE OF LOTS 22, 21 AND 20 A DISTANCE OF 63.89 FEET TO THE TRUE POINT OF BEGINNING;THENCE SOUTH 9°46"43' EAST 97.06 FEET TO THE SOUTH LINE OF SAID LOT 20 AT A POINT 83.03 FEET EASTERLY OF THE SOUTHWEST CORNER OF SAID LOT 22 AND THE TERMINUS OF SAID LINE; TOGETHER WITH THAT PORTION OF VACATED ALLEY DESCRIBED UNDER ORDINANCE NO. 4914 RECORDED SEPTEMBER 6, 2001 UNDER RECORDING NO. 20010906002177. (TPN 3340404148) ADDRESS: 555 SW GRADY WAYLEGAL DESCRIPTION PER FIRST AMERICAN TITLE INSURANCE COMPANY NATIONAL COMMERCIAL SERVICES, SUBDIVISION GUARANTEE ORDER NUMBER NCS-1252965-WA1, DATED FEBRUARY 27, 2025 AT 7:30 A.M. LOTS 17 THROUGH 31, INCLUSIVE, BLOCK 27, C. D. HILLMAN'S EARLINGTON GARDENS ADDITION TO THE CITY OF SEATTLE, DIVISION NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON. EXCEPT THAT PORTION OF LOT 17 DEEDED FOR HIGHWAY BY RECORDING NUMBER 5429708; TOGETHER WITH NORTH HALF OF ALLEY ADJOINING VACATED BY CITY OF RENTON UNDER ORDINANCE NO. 5772,RECORDED OCTOBER 27, 2015 AS RECORDING NO. 20151027000955. (TPN 3340404470) ADDRESS: 555 SW GRADY WAYLEGAL DESCRIPTION PER FIRST AMERICAN TITLE INSURANCE COMPANY NATIONAL COMMERCIAL SERVICES, SUBDIVISION GUARANTEE ORDER NUMBER NCS-1252965-WA1, DATED FEBRUARY 27, 2025 AT 7:30 A.M. LOTS 32 THROUGH 39, INCLUSIVE, BLOCK 27, C. D. HILLMAN'S EARLINGTON GARDENS ADDITION TO THE CITY OF SEATTLE, DIVISION NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON; TOGETHER WITH SOUTH HALF OF ALLEY ADJOINING VACATED BY CITY OF RENTON UNDER ORDINANCE NO. 5772, RECORDED OCTOBER 27, 2015 AS RECORDING NO. 20151027000955. (TPN 3340404470) ADDRESS: 519 SW 12TH ST LEGAL DESCRIPTION PER FIRST AMERICAN TITLE INSURANCE COMPANY NATIONAL COMMERCIAL SERVICES, SUBDIVISION GUARANTEE ORDER NUMBER NCS-1252965-WA1, DATED FEBRUARY 27, 2025AT 7:30 A.M. LOT 1, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-02-105-LLA, RECORDED NOVEMBER 26, 2002 UNDER RECORDING NO. 20021126900014, IN KING COUNTY, WASHINGTON. (TPN 3340404265) LEGAL DESCRIPTIONS AND NOTES CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C26 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 R-438802 McInnis ENGINEERING & SURVEY 1821 Dock Street, Suite 102Tacoma, Washington 98402 (253) 414-1992 www.mcinnisengineering.com DERETSIGER NO T G NIHSAWFOETATS L A R R Y O.WALKE R 02 SV-01 TE D - 4 0 - 4 3 8 8 DEVELOPMENT ENGINEERING msippo 06/05/2026 L15 N77°28'05" E 9 8 8 . 2 8 ' ( M ) 524.50'(M) 463.78'(M) S0 1 ° 2 3 ' 1 8 " W 3 0 0 . 6 5 ' ( C ) S0 1 ° 2 2 ' 3 7 " W 8 9 6 . 4 2 ' S0 1 ° 2 2 ' 4 9 " W 2 7 7 . 4 2 ' ( C ) N77°27'44"E 9 8 8 . 6 6 ' ( C ) N77°27'51" E 5 4 6 . 0 8 ' ( M ) S0 0 ° 3 2 ' 0 1 " W 2 9 9 . 6 2 ' N77°27'26"E 5 6 1 . 3 2 ' ( M ) 551.06'(C) S0 1 ° 2 7 ' 1 4 " W 3 0 0 . 8 4 ' S0 1 ° 2 3 ' 1 0 " W 2 7 8 . 3 5 ' ( M ) S0 1 ° 2 2 ' 4 1 " W 6 8 8 . 0 6 ' N0 0 ° 3 7 ' 4 5 " E 8 5 1 . 4 9 ' ( C ) 27 8 . 2 1 ' ( C ) 57 3 . 2 8 ' ( C ) 510.55' N89°34'35"E 1029.70'N89°33'27"E 449.61' N77°23'13" E 5 4 2 . 4 8 ' ( C ) N77°24'38" E 9 8 8 . 9 1 ' ( C ) N0 1 ° 2 0 ' 0 1 " E 30 0 . 7 1 ' ( M ) S0 1 ° 2 1 ' 0 3 " W 1 0 7 6 . 5 8 ' ( M ) S0 1 ° 2 2 ' 4 8 " W 1 4 7 4 . 5 0 ' ( M ) ( M O N T O M O N ) 79 8 . 8 4 ' ( C ) 525.46'(C) 463.45'(C) 519.15' (BASIS OF BEARINGS) N89°43'16"W 2274.52'(M) 3 0 ' 3 0 ' 30 ' 30 ' 30 ' 30 ' 3 0 ' 3 0 ' 30 ' 30 ' 20' 20' 20' 20' 20' 20' 30'30' 30'30' 50 ' 5 0 ' 16 ' 16 ' 1 6 ' 16 ' 1 6 ' 8' 16 ' 16 ' 30' 30' 30 '30 ' 30'30' 60'60' 80' 80' 60'60' 80'80' 90'90' 90'90' 431.89' 10 9 . 1 2 ' N0 1 ° 2 6 ' 1 4 " E 10 9 . 1 8 ' 237.36' 117.44' S0 1 ° 2 2 ' 4 2 " W 11 6 . 4 3 ' N77°26'10" E 119.92' N0 1 ° 2 2 ' 4 3 " E 11 6 . 3 8 ' L1 8 L17 S0 9 ° 3 9 ' 1 5 " E 10 5 . 0 4 ' L16 L2 0 L2 1 N77°24'38"E 123.29' 11 4 . 3 4 ' S86°20'10"W 391.52' 25 4 . 8 8 ' L13 L1 4 L8 L1 2 L9 L1 0 L11 L6 L4 L3 L2 L5 L7 L1 L1 9 10 9 . 2 0 ' 10 9 . 2 0 ' S77°27'54"W 4 3 2 . 1 3 ' 237.33' 8' 8'8 ' 75 . 2 0 ' LINE TABLE LINE NO. L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 DISTANCE 60.03' 65.09' 100.95' 65.11' 100.95' 60.00' 100.94' 120.00' 34.96' 100.04' 34.99' 100.07' 120.04' 100.16' 29.98' 63.89' 84.61' 108.12' 108.12' 216.24' 60.12' BEARING S77° 27' 38"W S77° 27' 38"W N01° 27' 14"E N77° 27' 51"E S01° 27' 51"W N77° 27' 51"E S01° 27' 00"W S77° 27' 51"W N77° 27' 51"E S01° 23' 10"W S77° 25' 32"W N01° 24' 02"E N77° 25' 32"E S01° 24' 45"W N77° 27' 44"E N77° 27' 44"E S77° 26' 10"W N01° 22' 43"E S01° 22' 43"W S01° 22' 43"W S08° 57' 15"E LEGEND CALCULATED SUBJECT PARCELS DEED LINE MEASURED/OR CALCULATED RIGHT OF WAY CENTERLINE CALCULATED RIGHT OF WAY MARGIN CALCULATED EASEMENT MARGIN (SEE SHEET 2 THROUGH 11 OF 11 FOR FURTHER INFORMATION) FOUND MONUMENT AS NOTED FOUND REBAR AND CAP AS NOTED FOUND TACK IN LEAD AS NOTED MEASURED(M) SEE REFERENCED DOCUMENT LIST(RX) CALCULATED(C) PLAT DIMENSION(P) MEASURED/OR CALCULATED VACATED RIGHT OF WAY CENTERLINE CALCULATED VACATED RIGHT OF WAY MARGIN CALCULATED PLATTED LOT LINE PER LAT OF C.D. HILLMAN'S EARLINGTON GARDENS ADD'N TO THE CITY OF SEATTLE DIVISION NO.1 CALCULATED EASEMENT AREA A MONUMENT DESCRIPTIONS FOUND ENCASED 2" BRASS DISK W/PUNCH 0.9' BELOW CASE RIM HELD FOR A POINT ON THE CENTERLINE OF SW GRADY WAY AND 10.26 FEET SOUTHWEST OF THE CENTERLINE INTERSECTION OF SW GRADY WAY AND RAYMOND AVE. SW VISITED 11/01/2024 B FOUND ENCASED 1 7/8" BRASS DISK W/PUNCH 0.9' BELOW CASE RIM HELD FOR THE CENTERLINE INTERSECTION OF SW GRADY WAY AND SENECA AVE. SW. MONUMENT IS THE EASTERLY OF TWO MONUMENT LOCATED IN THE AFOREMENTIONED INTERSECTION. VISITED 11/04/2024 SITE BENCHMARK: ELEV: 27.41' NAVD 88 C FOUND ENCASED 3/8" BRASS PLUG SET IN CONC W/PUNCH 0.8' BELOW CASE RIM HELD FOR THE CENTERLINE ALIGNMENT OF LIND AVENUE SW VISITED 11/04/2024 D FOUND ENCASED 3/8" BRASS PLUG SET IN CONC W/PUNCH 0.8' BELOW CASE RIM HELD FOR THE CENTERLINE INTERSECTION OF SW GRADY WAY AND MAPLE AVENUE SW VISITED 11/09/2024 E FOUND TACK IN LEAD SET CONC. BASE, 1.0' BELOW ROAD GRADE HELD FOR THE CENTERLINE INTERSECTION OF SW 12TH STREET AND RAYMOND AVENUE SW VISITED 11/01/2024 F FOUND TACK IN LEAD SET CONC. BASE, 1.0' BELOW ROAD GRADE HELD FOR THE CENTERLINE INTERSECTION OF SW 12TH STREET AND RAYMOND AVENUE SW VISITED 11/04/2024 G FOUND ENCASED 1 7/8" BRASS DISK W/PUNCH 0.9' BELOW CASE RIM HELD FOR THE CENTERLINE ALIGNMENT OF LIND AVENUE SW ONLY VISITED 11/04/2024 H FOUND 1/2" REBAR AND NO CAP, 0.3' BELOW ROAD GRADE HELD FOR THE CENTERLINE INTERSECTION OF SENECA AVENUE SW AND SW 13TH STREET VISITED 11/04/2024 I FOUND ENCASED 1 7/8" BRASS DISK W/PUNCH 0.7' BELOW CASE RIM POSITION NOT HELD VISITED 11/01/2024 J FOUND ENCASED 1 7/8" BRASS DISK W/PUNCH 1.8' BELOW CASE RIM HELD FOR THE CENTERLINE INTERSECTION OF RAYMOND AVENUE SW AND SW 16TH STREET VISITED 11/01/2024 K FOUND ENCASED 1 7/8" BRASS DISK W/PUNCH 0.4' BELOW CASE RIM HELD FOR THE CENTERLINE INTERSECTION OF MAPLE AVENUE SW AND SW 16TH STREET VISITED 11/01/2024 L PLEASE SEE SHEET 4 OF 42 FOR DESCRIPTION AND DISPOSITION M PLEASE SEE SHEET 4 OF 42 FOR DESCRIPTION AND DISPOSITION N PLEASE SEE SHEET 4 OF 42 FOR DESCRIPTION AND DISPOSITION O FOUND 5/8" REBAR AND CAP STAMPED "CRONES LS 20537" REBAR BEARS N32°48'06"E, 0.27' FROM CALCULATED RIGHT OF WAY ANGLE POINT. VISITED 11/11/2024 P FOUND 5/8" REBAR AND CAP STAMPED "CRONES LS 20537" REBAR BEARS S03°17'18"E, 2.89' FROM CALCULATED RIGHT OF WAY INTERSECTION. VISITED 11/11/2024 Q PLEASE SEE SHEET 10 OF 42 FOR DESCRIPTION AND DISPOSITION R PLEASE SEE SHEET 5 OF 42 FOR DESCRIPTION AND DISPOSITION S PLEASE SEE SHEET 5 OF 42 FOR DESCRIPTION AND DISPOSITION BLOCK CALCULATIONS DIAGRAM LINE IS 1" AT FULL SCALE FOR 22" X 34" SHEET SCALE: 1" = 100' 100500 200 PLAT OF C.D. HILLMAN'S EARLINGTON ADD'N TO THE CITY OF SEATTLE DIVISION NO. 1 BLOCK 27 123 31 30 29 626160 32 33 34 PLAT OF C.D. HILLMAN'S EARLINGTON ADD'N TO THE CITY OF SEATTLE DIVISION NO. 1 BLOCK 26 123 31 30 29 626160 32 33 34 28 23 22 21 20 1718 39 40 40 41 PLAT OF C.D. HILLMAN'S EARLINGTON ADD'N TO THE CITY OF SEATTLE DIVISION NO. 1 BLOCK 25 PLAT OF C.D. HILLMAN'S EARLINGTON ADD'N TO THE CITY OF SEATTLE DIVISION NO. 1 BLOCK 22 15 14 13 3 2 1 43 PLAT OF C.D. HILLMAN'S EARLINGTON ADD'N TO THE CITY OF SEATTLE DIVISION NO. 1 BLOCK 30 PLAT OF C.D. HILLMAN'S EARLINGTON ADD'N TO THE CITY OF SEATTLE DIVISION NO. 1 BLOCK 29 16 15 14 17 18 19 3 2 1 5 46 323130 PLAT OF C.D. HILLMAN'S EARLINGTON ADD'N TO THE CITY OF SEATTLE DIVISION NO. 1 BLOCK 28 16 15 14 17 18 19 3 2 1 3231302928 BASIS OF BEARINGS INITIAL POINT CITY OF RENTON CONTROL POINT ID 1895 HELD PUBLISHED NAD 83/91 WASHINGTON STATE PLANE NORTH ZONE COORDINATES HELD A COMBINED GRID SCALE FACTOR OF 0.999987504615 (GRID TO GROUND) AT THIS POSITION FND. ENCASED 1 7/8" BRASS DISK WITH PUNCH, DOWN 0.4' VISITED 11/01/2024 PROJECT PRIMARY BENCHMARK HELD PUBLISHED CITY OF RENTON ELEVATION: 25.702 FEET NAVD 88 BASIS OF BEARINGS SECONDARY POINT CITY OF RENTON CONTROL POINT ID 1891 HELD PUBLISHED NAD 83/91 WASHINGTON STATE PLANE NORTH ZONE COORDINATES FOR ROTATION ONTO DERIVED GRID BEARING FND. ENCASED 3" BRASS DISK STAMPED "CITY OF RENTON BENCHMARK". MONUMENT IS LOCATED ON TOP OF THE NORTHERLY CONC. WALL OF BRIDGE OF SW 16TH ST. THAT CROSSES SPRINGBROOK CREEK VISITED 11/01/2024 PROJECT SECONDARY BENCHMARK HELD PUBLISHED CITY OF RENTON ELEVATION: 24.1568 FEET NAVD 88 OBSERVED ELEVATION: 24.06 FEET NAVD 88 A B C D E F G I J K (V A L E N T I N E A V E N U E ) SE N E C A A V E N U E S W (SECOND A V E N U E ) SW 12TH ST R E E T LI N D A V E N U E S W (THIRD AVE N U E ) SW 13TH ST R E E T LI N D A V E N U E S W (R I C E A V E N U E ) MA P L E A V E N U E S W (M A I N S T R E E T ) RA Y M O N D A V E N U E S W (M O R R I S O N A V E N U E ) (FIRST AVE N U E ) SW GRADY W A Y ALLEY (VAC A T E D ) ALLEY ALLEY ALLEY (VAC A T E D ) SW 13TH ST R E E T (VACATED) SW 16TH STREET (FOURTH AVENUE) L M N O P Q R CALCULATED NORTH RIGHT OF WAY MARGIN I-405 CALCULATED NORTH RIGHT OF WAY MARGIN I-405 S CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C26000638 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 R-438803 McInnis ENGINEERING & SURVEY 1821 Dock Street, Suite 102Tacoma, Washington 98402 (253) 414-1992 www.mcinnisengineering.com DERETSIGER NO T G NIHSAWFOETATS L A R R Y O.WALKE R 03 H SV-02 TE D - 4 0 - 4 3 8 8 DEVELOPMENT ENGINEERING msippo 06/05/2026 OH U OH U OH U OH U OH U OH U OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU GP GP GP GP GP GPGP GP GP GP GP GP GP GP GP GP GP GP GP GP \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\ N77°27'51"E 5 4 6 . 0 8 ' ( M ) S0 1 ° 2 7 ' 1 4 " W 3 0 0 . 8 4 ' S0 1 ° 2 3 ' 1 0 " W 2 7 8 . 3 5 ' ( M ) OHU OHU OHU OHU OHU OHU O H U O H U O H U O H U O H U O H U OH U OH U OH U OH U OHU OHU 117.44' 25 4 . 8 8 ' L13 L1 4 L8 L1 2 L9 L1 0 L11 L6 L4 L3 L2 L5 L7 L1 10 9 . 2 0 ' LEGEND CALCULATED SUBJECT PARCELS DEED LINE MEASURED/OR CALCULATED RIGHT OF WAY CENTERLINE CALCULATED RIGHT OF WAY MARGIN FOUND MONUMENT AS NOTED FOUND REBAR AND CAP AS NOTED FOUND TACK IN LEAD AS NOTED CHAINLINK FENCECLF MEASURED/OR CALCULATED VACATED RIGHT OF WAY CENTERLINE CALCULATED VACATED RIGHT OF WAY MARGIN CALCULATED PLATTED LOT LINE PER LAT OF C.D. HILLMAN'S EARLINGTON GARDENS ADD'N TO THE CITY OF SEATTLE DIVISION NO.1 BACK CONCRETE WALKB/W EXTRUDED CURBE/C WOOD FENCEWDF LINE TABLE LINE NO. L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 DISTANCE 60.03' 65.09' 100.95' 65.11' 100.95' 60.00' 100.94' 120.00' 34.96' 100.04' 34.99' 100.07' 120.04' 100.16' BEARING S77° 27' 38"W S77° 27' 38"W N01° 27' 14"E N77° 27' 51"E S01° 27' 51"W N77° 27' 51"E S01° 27' 00"W S77° 27' 51"W N77° 27' 51"E S01° 23' 10"W S77° 25' 32"W N01° 24' 02"E N77° 25' 32"E S01° 24' 45"W TAX PARCELS 3340404845, 3340404855, 3340404870, AND 3340404865 BOUNDARY SURVEY LINE IS 1" AT FULL SCALE FOR 22" X 34" SHEET SCALE: 1" = 20' 20100 40 TAX PARCEL 3340404845 TAX PARCEL 3340404855 TAX PARCEL 3340404865 TAX PARCEL 3340404870 (V A L E N T I N E A V E N U E ) SE N E C A A V E N U E S W (SECOND A V E N U E ) SW 12TH S T R E E T ALLEY GATE GATE GATE GATE FND. 5/8" IRON ROD, 0.5' BELOW GRADE ROD BEARS N46°21'53"E, 0.55' FROM THE CALCULATED LOT CORNER VISITED 11/05/2024 FND. 4" SQUARE CONC. POST WITH 1/2" O.D. STEEL PLUG WITH PUNCH WHICH BEARS N25°03'21"E, 0.33' FROM THE CALCULATED LOT CORNER VISITED 11/18/2024 6' CLF 6' CLF 6' CLF 6' CLF 6' CLF ANGLE POINT BEARS N26°43'E, 0.9' FROM THE CALCULATED LOT CORNER 6' CLF ANGLE POINT BEARS S51°13'E, 0.6' FROM THE CALCULATED LOT CORNER 6' CLF ANGLE POINT BEARS S08°04'W, 1.1' FROM THE CALCULATED LOT CORNER 6' CLF ANGLE POINT/GATE POST BEARS N32°00'W, 0.6' FROM THE CALCULATED LOT CORNER 6' CLF ANGLE POINT BEARS S07°34'W, 1.1' FROM THE CALCULATED LOT CORNER 6' CLF ANGLE POINT BEARS N20°11'W, 0.6' FROM THE CALCULATED LOT CORNER 6' CLF ANGLE POINT BEARS N20°11'W, 0.6' FROM THE CALCULATED LOT CORNER ALLEY GATE GATE 6' CLF ANGLE POINT BEARS S86°17'W, 0.3' FROM THE CALCULATED LOT CORNER 6' CLF 6' CLF 6' CLF 6' CLF 6' CLF FND. 1/2" REBAR AND CAP STAMPED "C&C LS 18077" WHICH BEARS S35°12'00"E, 0.06' FROM THE CALCULATED LOT CORNER VISITED 11/18/2024 16 ' 16 ' 30 ' 30 ' 30 ' 30 ' 30' 30' 30' 30' 30'30' 30'30' 16 ' 16 ' CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C26000638 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 R-438804 McInnis ENGINEERING & SURVEY 1821 Dock Street, Suite 102Tacoma, Washington 98402 (253) 414-1992 www.mcinnisengineering.com DERETSIGER NO T G NIHSAWFOETATS L A R R Y O.WALKE R 04 SV-03 TE D - 4 0 - 4 3 8 8 DEVELOPMENT ENGINEERING msippo 06/05/2026 L15 OH U OH U OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU O H U O H U GP GP GP GP GP GP GP GP GP GP GP GP GP GP GP GP GP GP \\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\ \ \\\\\ \\\\\\ \\ \ \ \ \ \ \ \\\\\\\\\ \ \ \ \ \ \ \ \\\\\ N77°28'05" E 9 8 8 . 2 8 ' ( M ) 524.50'(M) N77°27'44" E 9 8 8 . 6 6 ' ( C ) S0 1 ° 2 7 ' 1 4 " W 3 0 0 . 8 4 ' N0 1 ° 2 0 ' 0 1 " E 30 0 . 7 1 ' ( M ) S0 1 ° 2 1 ' 0 3 " W 1 0 7 6 . 5 8 ' ( M ) O H U O H U 431.89' 10 9 . 1 2 ' N0 1 ° 2 6 ' 1 4 " E 10 9 . 1 8 ' 237.36' 117.44' S0 1 ° 2 2 ' 4 2 " W 11 6 . 4 3 ' N0 1 ° 2 2 ' 4 3 " E 11 6 . 3 8 ' L1 8 L17 S0 9 ° 3 9 ' 1 5 " E 10 5 . 0 4 ' L16 L2 0 L9 L4 L3 L2 L5 \ \\\\ GP GP T O E TO P TO POHU OHU OHU OHU OHU 10 9 . 2 0 ' 10 9 . 2 0 ' S77°27'54"W 4 3 2 . 1 3 ' 237.33' WATER LINE AND APPURTENANCES EASEMENT TO THE CITY OF RENTON PER AFN 9411141062 LEGEND CALCULATED SUBJECT PARCELS DEED LINE MEASURED/OR CALCULATED RIGHT OF WAY CENTERLINE CALCULATED RIGHT OF WAY MARGIN CALCULATED EASEMENT MARGIN AS NOTED FOUND MONUMENT AS NOTED FOUND REBAR AND CAP AS NOTED FOUND TACK IN LEAD AS NOTED CHAINLINK FENCECLF MEASURED/OR CALCULATED VACATED RIGHT OF WAY CENTERLINE CALCULATED VACATED RIGHT OF WAY MARGIN CALCULATED PLATTED LOT LINE PER LAT OF C.D. HILLMAN'S EARLINGTON GARDENS ADD'N TO THE CITY OF SEATTLE DIVISION NO.1 EXISTING CHAINLINK FENCE AS NOTED BACK CONCRETE WALKB/W EXTRUDED CURBE/C EXISTING WOOD FENCE AS NOTED WOOD FENCEWDF EXISTING CONCRETE SURFACE \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ EXISTING ASPHALT SURFACE CALCULATED EASEMENT AREA TAX PARCEL 3340404470 BOUNDARY SURVEY LINE IS 1" AT FULL SCALE FOR 22" X 34" SHEET SCALE: 1" = 30' 30150 60 TAX PARCEL 3340404470 (V A L E N T I N E A V E N U E ) SE N E C A A V E N U E S W (SECOND A V E N U E ) SW 12TH S T R E E T (FIRST AV E N U E ) SW GRADY W A Y LI N D A V E N U E S W FND. 1/2" REBAR AND CAP STAMPED "D.G. 13401" WHICH BEARS S44°47'38"E, 0.15' FROM THE CALCULATED LOT CORNER VISITED 11/15/2024 FND. MAGNETIC ASPHALT NAIL AND WASHER STAMPED "CEI 28101" WHICH BEARS S00°59'26"E, 9.13' FROM THE CALCULATED LOT CORNER ALSO BEING 0.05' EASTERLY OF THE CALCULATED RIGHT OF WAY MARGIN OF LIND AVE. SW VISITED 11/26/2024 ALLEY (VA C A T E D - C I T Y O F R E N T O N O R D I N A N C E N O . 5 7 7 2 ) 50 ' 30 ' 50 ' 8' 8' 8' 8' 30 ' 30 ' 30 ' 30' 30' 30' 30' 30' 30' 60' 60' B/W E/C E/C DRIVEWAY B/W E/C DRIVEWAY 6' CLF END BEARS N25°15'W, 1.8' FROM THE CALCULATED LOT CORNER 6' WDF END BEARS N06°18'E, 1.9' FROM THE CALCULATED LOT CORNER 6' CLF END BEARS S12°06'W, 9.8' FROM THE CALCULATED LOT CORNER 6' WDF END BEARS S09°34'W, 10.3' FROM THE CALCULATED LOT CORNER E/C E/C E/C E/C B/W CONC. WALK B/W DRIVEWAY DRIVEWAY 6' WDF 6' CLF 1.6' 1.0' CANOPY CANOPY COLUMN CANOPY TAX PARCEL 3340404470 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C26000638 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 R-438805 McInnis ENGINEERING & SURVEY 1821 Dock Street, Suite 102Tacoma, Washington 98402 (253) 414-1992 www.mcinnisengineering.com DERETSIGER NO T G NIHSAWFOETATS L A R R Y O.WALKE R 05 SV-04 TE D - 4 0 - 4 3 8 8 DEVELOPMENT ENGINEERING msippo 06/05/2026 SD SD SD SD SD SD L15 OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OH U OH U OH U OH U OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU O H U O H U GP GP SD PC SS GP GPGP GP GP GP GP RD IRR SS RD RD IRR IRR GP GP SS SS GP GP P IRR GP GP BOL BOL IRR HVACHVAC RD RD BOL IRR IRR GP GP GP G P GPGP GP GP GP RD RD BOL BOL RD RD RD RD RD BOL FDC SSSS COCOBOLBOLBOL SS BOLBOL BOL GP SD SD RDBOLBOL BOL BOL BOLBOL GP GP CORD GP BOL BOL CO RDGP GP GP GP P BOLCOBOL GP GP BOLBOLGP GP HVACHVAC P GP GP GP GP SS \ \\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\ \\\\\\\\\\ \ \ \\\\ \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ TOPTOPTOP TO P TOP TOP TOP TO P TOETOETOE TOE TOE TOE TO E TOP TOP TO P TO P TO P TOP TO P TO P TO P TOE TO E TO E T O E TO E TO E TO E \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \\\\\\\ \ \ \ \ \ \ \ \\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\ \ \\\\\ \\\\\\ \\ \ \ \ \ \ \ \\\\\\\\\ \ \ \ \ \ \ \ \\\\\ G G G G T T T T T T T T T P P P P P P P P P P P P P P P P P P P P P P W F O FO FO FO FO P P G G G G G G G G G GG W W W T T T PW W W W W W W W W W W W P P P P P P P PP P P P P P P P P P P P P P P P P P P W W T T T T T T T T T T 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 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 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 P P P P P W W W W W W W W W W W WW P P P P P P T T T T T T T T T T T T T T T T T T T T T T T W W W W W W W W W W W W W W W W W W W W T T T P T T PPP P P P P P P P P P P P P P P W N77°27'44" E 9 8 8 . 6 6 ' ( C ) S0 1 ° 2 7 ' 1 4 " W 3 0 0 . 8 4 ' S0 1 ° 2 3 ' 1 0 " W 2 7 8 . 3 5 ' ( M ) S0 1 ° 2 1 ' 0 3 " W 1 0 7 6 . 5 8 ' ( M ) SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S D S D G G G G G G G G G G G O H U O H U O H U O H U OH U OH U OH U OH U OH U OHU SD SD SD SS ( R E C ) SD SD SD SD SD S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SD SD SD SD SD S D SD SD SD SD SD SD SD SD SD SD SD S D 525.46'(C) N0 1 ° 2 6 ' 1 4 " E 10 9 . 1 8 ' 237.36' 117.44' S0 1 ° 2 2 ' 4 2 " W 11 6 . 4 3 ' N77°26'10" E 119.92' N0 1 ° 2 2 ' 4 3 " E 11 6 . 3 8 ' L1 8 L17 S0 9 ° 3 9 ' 1 5 " E 10 5 . 0 4 ' L16 L2 0 L2 1 N77°24'38 " E 123.29' 11 4 . 3 4 ' S86°20'10"W 391.52' 25 4 . 8 8 ' L1 2 L9 L1 0 L11 L4 L3 L2 L1 9 GP GP P IRRIRRIRR C C C T O E TO P TO P PP TT T T T T T G P P P T T T T T T T T T T T T T T T T T T T T T T P P P P T G SD S D SD SD SD OHU OHU OHU OHU OHU SD 10 9 . 2 0 ' 75 . 2 0 ' LINE TABLE LINE NO. L15 L16 L17 L18 L19 L20 L21 DISTANCE 29.98' 63.89' 84.61' 108.12' 108.12' 216.24' 60.12' BEARING N77° 27' 44"E N77° 27' 44"E S77° 26' 10"W N01° 22' 43"E S01° 22' 43"W S01° 22' 43"W S08° 57' 15"E LEGEND EXISTING 1 FOOT MAJOR CONTOUR INTERVALXXX EXISTING 1 FOOT MINOR CONTOUR INTERVALXXX \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\EDGE EXISTING ASPHALT PAVING EXISTING CHAINLINK FENCE AS NOTED EXISTING WOOD FENCE AS NOTED EXISTING STORMDRAIN LINE EXISTING CONCRETE SURFACE \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ EXISTING ASPHALT SURFACE SD SD EXISTING GRAVEL SURFACE XX.X'EXISTING GROUND SPOT ELEVATION ALL GRADES ALONG CURB ARE AT FLOWLINE EXISTING 6" IN DIAMETER OR BIGGER DECIDUOUS TREE AS NOTED EXISTING 6" IN DIAMETER OR BIGGER CONIFEROUS TREE AS NOTED EXISTING ECOBLOCK RETAINING WALL (GRADE POINT ARROW IS AT TOE FACE WALL) BOL GP SS SD RD HVAC P P C FDC FOUND MONUMENT AS NOTED FOUND REBAR AND CAP AS NOTED FOUND TACK IN LEAD AS NOTED EXISTING STORMDRAIN MANHOLE EXISTING STORMDRAIN CATCHBASIN EXISTING STORMDRAIN YARD DRAIN EXISTING STORMDRAIN CULVERT END EXISTING STORMDRAIN ROOF DRAIN EXISTING SANITARY SEWER MANHOLE EXISTING POWER VAULT EXISTING PAD MOUNTED TRANSFORMER EXISTING POWER METER EXISTING LUMINAIRE EXISTING TELECOMMUNICATIONS MANHOLE EXISTING TELECOMMUNICATIONS RISER EXISTING NATURAL GAS VALVE EXISTING NATURAL GAS METER EXISTING WATER METER EXISTING WATER VALVE EXISTING FIRE HYDRANT EXISTING FIRE DEPARTMENT CONNECTION EXISTING POST INDICATOR VALVE EXISTING WATER HOSE BIB EXISTING UTILITY POLE EXISTING GUY ANCHOR EXISTING UTILITY JUNCTION BOX EXISTING HVAC UNIT CO EXISTING UNKNOWN USE CLEANOUT EXISTING GATE POST EXISTING BOLLARD EXISTING SIGN AS NOTED CONCRETECONC. TOP WALL GRADE AT TOP BACK WALLTW BOTTOM WALL GRADE AT TOE FACE WALLBW EXISTING SANITARY SEWER LINESSSS RECORD POSITION EXISTING SANITARY SEWER LINE (SEE SURVEYORS NOTE 8, SHEET SV-01) SS(REC)SS(REC) EXISTING WATER LINEWW EXISTING SUBTERRANEAN POWER LINEPP EXISTING SUBTERRANEAN TELECOMMUNICATIONS LINETT EXISTING SUBTERRANEAN FIBER OPTICS LINEFOFO EXISTING OVERHEAD UTILITY LINEOHUOHU TOP TOP EXISTING TOP OF SLOPE TOE TOE EXISTING TOE OF SLOPE EXISTING NATURAL GAS LINEGG CONCRETE CURB AND GUTTERC/G EXTRUDED CURBE/C RAISED CONCRETE WALKWAYRA/W CURB CUTC/C ASPHALT WEDGE CURBA/W CALCULATED SUBJECT PARCELS DEED LINE MEASURED/OR CALCULATED RIGHT OF WAY CENTERLINE CALCULATED RIGHT OF WAY MARGIN MEASURED/OR CALCULATED VACATED RIGHT OF WAY CENTERLINE CALCULATED VACATED RIGHT OF WAY MARGIN CALCULATED PLATTED LOT LINE PER LAT OF C.D. HILLMAN'S EARLINGTON GARDENS ADD'N TO THE CITY OF SEATTLE DIVISION NO.1 CHAINLINK FENCECLF CALCULATED EASEMENT MARGIN AS NOTED CALCULATED EASEMENT AREA TAX PARCELS 3340404265 AND 3340404148 OVERALL BOUNDARY AND TOPOGRAPHIC SURVEY DIAGRAM LINE IS 1" AT FULL SCALE FOR 22" X 34" SHEET SCALE: 1" = 30' 30150 60 (V A L E N T I N E A V E N U E ) SE N E C A A V E N U E S W (SECOND A V E N U E ) SW 12TH ST R E E T LI N D A V E N U E S W (THIRD AV E N U E ) SW 13TH S T R E E T I-405 TAX PARCEL 3340404265 TAX PARCEL 3340404148 NOT PART OF SURVEY TAX PARCEL 3340404150 BOUNDARY AND TOPOGRAPHIC SURVEY DETAIL SHEET MATCHLINE (SHEETS 7 THROUGH 14) (TYPICAL) (SHEET 7 OF 55) (SHEET 8 OF 55) (SHEET 9 OF 55) (SHEET 10 OF 55) (SHEET 11 OF 55) (SHEET 12 OF 55) ALLEY (VAC A T E D - C . O . R . O R D I N A N C E 4 9 1 4 ) 16 ' 90' 16 ' 8' 8' 8' 8' 16 ' 30 ' 30 ' 30 ' 30 ' (THIRD AV E N U E ) SW 13TH S T R E E T - (VACATED - C . O . R . O R D I N A N C E 4 9 4 2 ) 90' 80' 80' 30 ' 30 ' 30 ' 30 ' 30 ' 30 ' 30' 30' 30' 30' 30' 30' 30'30' 30' 30' 30' UTILITIES EASEMENT TO THE CITY OF RENTON PER AFN 20010906002177, CITY OF RENTON ORDINANCE 4914 (ENCOMPASSES WHOLE VACATED ALLEY) UTILITIES EASEMENT TO THE CITY OF RENTON PER AFN 20020207002539, CITY OF RENTON ORDINANCE 4942 (ENCOMPASSES WHOLE VACATED STREET) PRIVATE INGRESS/EGRESS EASEMENT PER EASEMENT AGREEMENT WITH RIGHT AND RESPONSIBILITIES AFN 20020612000622 PSE ELECTRICAL EASEMENT PER AFN 20030128002591 QWEST TELECOMMUNICATIONS EASEMENT PER AFN 20030327000928 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C26000638 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 R-438806 McInnis ENGINEERING & SURVEY 1821 Dock Street, Suite 102Tacoma, Washington 98402 (253) 414-1992 www.mcinnisengineering.com DERETSIGER NO T G NIHSAWFOETATS L A R R Y O.WALKE R 06 (SHEET 13 OF 55) (SHEET 14 OF 55) SV-05 TE D - 4 0 - 4 3 8 8 DEVELOPMENT ENGINEERING msippo 06/05/2026 OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU SD P C GP G G G T T T T T T T T T T T T T T T T T P P P P P P P P P P P P P P P G G P P P P T P P P P P P P P P P W W W W 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 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 P P P P P P P P P P P P P P P P P W W W W P P P P P P T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T 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 T T T T T T T T T T P P P P P T T T T T T T P P PPPP 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 P P P P P P P P P P P P P P P P P W W W W W 21 21 2 1 2 1 21 21 22 22 2 2 22 21 22 21 21 21 21 21 2 2 22 22 21 2 1 21.5' 21.4' 21.4' 21.3' 21.2' 21.1' 20.7' 20.9' 21.2' 21.3' 21.4' 21.5' 21.6' 21.7' 21.7' 21.8 ' 21.8' 21 . 3 ' 21 . 3 ' 21 . 4 ' 21 . 0 ' 20 . 7 ' 20 . 6 ' 20 . 4 ' 20 . 5 ' 21.0' 21. 0 ' 21. 2 ' 21.4' 21 . 3 ' 21.6' 21 . 6 ' 21. 8 ' 21.7' 21 . 8 ' 21.6 ' 21. 9 ' 22. 0 ' 2 2 . 0 ' 21. 8 ' 2 1 . 7 ' 2 1 . 6 ' 21.6'21. 6 ' 21.7' 20 . 4 ' 2 0 . 7 ' 2 0 . 7 ' 20.5 ' 20.9 ' 20.8 ' 20. 9 ' 20.5 ' 20.6' 21.0' 20.6'21.2' 20.7'21.4' 22.3' 22.3' 22.4' 22 . 4 ' 22.7' 21 . 3 ' 21.3' 21.2' 20.5' 2 2 . 0 ' 2 1 C/GC/G C/G C/G E/C E/C E/C C/C C/C RAMP RAMP C/C C/C 12" MAPLE 14" MAPLE C/C C/C 31.3' DRIVEWAY C/G C/G C/G E/C E/C C/G C/C 6' CLF 6' CLF 0.6' NOT PART OF SURVEY (TAX PARCEL NO. 3340404150) 21.8' 21 . 5 ' 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 E/C 22.2' 2 2 . 1 ' NOT PART OF SURVEY (V A L E N T I N E A V E N U E ) SE N E C A A V E N U E S W (SECOND A V E N U E ) SW 12TH S T R E E T 6' CLF ANGLE POINT BEARS S84°11'E, 0.6' FROM CALCULATED LOT CORNER "STOP" STOP BAR SD SD SD SD SD SD STORMDRAIN CATCHBASIN TYPE I RIM=20.39' IE=17.67' 12" PVC E IE=17.68' 12" PVC SW IE=17.65' 12" PVC NW S D S D S D SD SD STORMDRAIN CATCHBASIN TYPE I RIM=20.61' IE=17.45' 12" PVC N IE=17.48' 12" PVC S SD SD SD SD SD SD SD STORMDRAIN CATCHBASIN TYPE I RIM=20.95' IE=17.24' 12" PVC NE IE=17.26' 12" PVC S IE=17.07' 12" PVC W SD SD STORMDRAIN CATCHBASIN TYPE I RIM=20.14' IE=17.10' 12" PVC W SD SD ( R E C ) STORMDRAIN CATCHBASIN DID NOT OPEN RIM=22.04' 12" MAPLE 17" MAPLE SD ( R E C ) SD(REC) SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD STORMDRAIN CATCHBASIN TYPE I RIM=21.20' IE=18.13' 12" PVC NE IE=18.41' 12" PVC SE IE=18.17' 12" PVC SW STORMDRAIN CATCHBASIN TYPE I RIM=21.80' IE=19.04' 8" SW IE=18.97' 12" PVC NW SD SD SD SD SD STORMDRAIN CATCHBASIN TYPE I RIM=21.15' IE=18.22' 12" PVC NE IE=18.27' 12" PVC SW SD SD SD STORMDRAIN CATCHBASIN STORMDRAIN CATCHBASIN TYPE I RIM=20.70' IE=17.88' 12" PVC NE IE=17.81' 12" PVC NW 237.36' 117.44' L3 GP GP T T T T T T T T T T T T T T T T P P P P P P P P P P P P P PT T T T G G G G GP P T C/G C/G 22 22 23 23 22 22 23 22 23 22 23 22 21.8' 21. 0 ' 21. 5 ' 21. 1 ' 21. 6 ' 21.5' 23.5' 23.6' 2 1 . 1 ' 21. 7 ' 21 . 2 ' 21 . 8 ' 21.8' 21.8' 23.2' 23.1' 23.5' 23.4' 23.6' 21 . 2 ' 21 . 8 ' C/C C/C 14.9' DRIVEWAY 21 . 5 ' 2 1 . 4 ' 22 . 0 ' 2 2 . 1 ' 22.1' 22.0 ' GATE E/C E/C 22 22 2 2 22 2 1 . 9 ' 15" UNKNOWN DECIDUOUS 13" UNKNOWN DECIDUOUS 15" UNKNOWN DECIDUOUS CONC. STEPS W/HANDRAIL AT CENTER 6' CLF 10 9 . 2 0 ' TAX PARCELS 3340404265 AND 3340404148 BOUNDARY AND TOPOGRAPHIC SURVEY DETAIL LINE IS 1" AT FULL SCALE FOR 22" X 34" SHEET SCALE: 1" = 10' 10050 20 SH E E T M A T C H L I N E SE E S H E E T 8 O F 55 F O R C O N T I N U A T I O N SHEET MATCHLINE SEE SHEET 10 OF 55 FOR CONTINUATION CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C26000638 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 R-438807 McInnis ENGINEERING & SURVEY 1821 Dock Street, Suite 102Tacoma, Washington 98402 (253) 414-1992 www.mcinnisengineering.com DERETSIGER NO T G NIHSAWFOETATS L A R R Y O.WALKE R 07 SV-06 TE D - 4 0 - 4 3 8 8 DEVELOPMENT ENGINEERING msippo 06/05/2026 L15 OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU O H U O H U O H U O H U O H U O H U CO RD GP GP GP GP P BOL CO BOL GP GP BOL BOL GP GP \\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \\\\\\\\\\\ \ \\ \ \ \\\\\\\\\\\\\\\\\\ \\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\ \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ T T W F O F O FO FO FO FO FO FO FO FO FO FO FO FO FO FO P P P P P P P P T 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 W W W W W W W W W W T T T T T 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 W N77°27'44" E 9 8 8 . 6 6 ' ( C ) S0 1 ° 2 1 ' 0 3 " W 1 0 7 6 . 5 8 ' ( M ) \\ 22 C/C 22 22 22 22 22 22 22 22 21.8' 21.7' 21.7' 21.6' 21.6' 21. 6 ' 21.5' 21.6' 20. 9 ' 21.1'21. 3 ' 21 . 3 ' 21 . 3 ' 21 . 8 ' 21.3' 21 . 4 ' 21 . 5 ' 22 . 0 ' 22.0' 2 2 . 2 ' 22. 1 ' 22.1' 22.2 ' 22 . 2 ' 22. 2 ' 2 2 . 1 ' 22.2' 22.4' 21.6' 21.7' 22.0' 22.1' 22.1' 22.1' 21.7' 21.7' 21.6 ' 21. 7 ' 21.3 ' 21.4 ' 21. 3 ' 21. 5 ' 2 1 . 5 ' 21. 6 ' 21.9' 21. 8 ' 21.8 ' 23.9' DRIVEWAYG G G G G G G 20.6' DRIVEWAY 24.2' DRIVEWAY C/C ASPHALT RAMP C/G C/G C/G E/C E/C A/W A/W 22.2' 2 2 . 1 ' 21 . 9 ' 22.1' 21 NOT PART OF SURVEY GATE GATE GATE C/C C/C 2 1 . 0 ' GATE 0.5' 0.4' 0.3' 4.9' 8.0' 22 . 2 ' 6' CLF 7' CLF 7' CLF 0.2' 0.3' 0.2' 7' CLF 6' CLF 6' CLF 6' CLF 2 1 . 9 ' 6' CLF LI N D A V E N U E S W (SECOND A V E N U E ) SW 12TH ST R E E T 6'/7' CLF ANGLE POINT BEARS N89°50'E, 0.6' FROM CALCULATED LOT CORNER 14.4' SD UNKNOWN USE CLEANOUT RIM=21.96' SD SD STORMDRAIN CATCHBASIN TYPE I RIM=21.07' IE=18.55' 8" PVC NE IE=18.42' 12" PVC SW SD SD SD SD SD SD SD S D S D S D S D STORMDRAIN CATCHBASIN TYPE I RIM=20.76' FULL OF DIRT N0 1 ° 2 2 ' 4 3 " E 11 6 . 3 8 ' S0 9 ° 3 9 ' 1 5 " E 10 5 . 0 4 ' L16 P IRR IRRIRR C C C TO E T O E T O E TO E TO P TO P TO P TO P TO P TO P W W W W W W W P P P P P P P P P P P P P P P P P P P T T T T T T T T T FO FO T T T T T T T T T T T T T T T FO G G G G G P P P P P P P P P P P P P P P P P P P P P P P P T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T FO P T T SD SD SD SD SD S D S D S D SD SD SD SD SD SD SD SD 22 22 22 23 22 22 22 23 22 22 22 23 23 22 23 24 24 24 23 23 23 23 23 23 24 24 24 24 25 25 25 25 25 26 26 24232221 21 20 21 22 2 3 24 2 3 24 24 23 2 2 22 21 21 21 . 1 ' 2 1 . 7 ' 22.3' 23 . 1 ' 23. 0 ' 21 . 2 ' 21. 8 ' 22.2' 22. 7 ' 21 . 3 ' 22 . 0 ' 23.0' 23. 5 ' 21 . 2 ' 21 . 9 ' 22.6' 22.7' 21 . 5 ' 22. 0 ' 23.8'22 . 1 ' 2 2 . 8 ' 24.2' 21.5' 21.1'20.2'25.1' 26.0'25.4' 23.9 ' 23 . 7 ' 23.1' 22.0 ' 20 . 8 ' 21.6 ' 20 . 7 ' 21.4' 21. 4 ' 21. 2 ' 2 2 . 2 ' 22.2' 21.9' 24.7' 25.4' 24.7' 24.3' 23. 7 ' 22 . 6 ' 21.8' 22.1' 22.4' 22.7' 22.9' 23.2' 23.4'24.0'24.3'24.5'24.5' 25.0' 25.3' 25. 5 ' 25.4' 23.8' 22.9'23.6'24.1'24.1' 23.1' 22.5' 2 2 . 5 ' 23.0' 22.3' 22.9' 22.8' 24 . 4 ' C/C C/C RAMP 6' CLF 6' CLF 1X7", 5X4", 4X3" UNKNOWN DECIDUOUS 6' CLF 6' WDF 6' WDF 6' WDF 1X7" AND 14X3" UNKNOWN DECIDUOUS 1X7" AND 14X3" UNKNOWN DECIDUOUS RAMP C/C C/C OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU 6' CLF 6' CLF 6' CLF STORMDRAIN CULVERT END IE=19.03' 16" CMP SD SD SD SD SD UTILITY LOCATE PAINTED STUB MARK C/G C/G C/G 1X9",2X7",1X4" UNKNOWN DECIDUOUS STORMDRAIN CATCHBASIN 2.1' X 1.7' RIM=23.56' IE=20.43' 6" DI NE IE=20.53' 6" DI SW IE=22.81' 4" PVC NW STORMDRAIN CATCHBASIN TYPE I W/SOLID LID RIM=23.34' IE=20.10' 6" DI SE IE=20.25' 6" DI SW STORMDRAIN CATCHBASIN TYPE I RIM=21.08' IE=19.65' 6" PVC NE IE=19.58' 8" CMP SE IE=19.74' 6" DI NW STORMDRAIN CATCHBASIN TYPE I RIM=21.91' IE=19.84' 8" DI SE STORMDRAIN CATCHBASIN TYPE II W/GRATED LID RIM=21.88' IE=19.46' 12" DI NE IE=19.39' 16" CMP SE IE=19.74' 8" SW IE=19.07' 8" DI NW FULL OF WATER TOP WATER=20.25' 21. 5 ' "STOP" STORMDRAIN CATCHBASIN TYPE I RIM=20.87' IE=19.58' 12" DI NE C/G C/G C/G C/G C/G QWEST TELECOMMUNICATIONS EASEMENT PER AFN 20030327000925 PRIVATE INGRESS/EGRESS EASEMENT PER EASEMENT AGREEMENT WITH RIGHTS AND RESPONSIBILITIES AFN 20020612000622 TAX PARCELS 3340404265 AND 3340404148 BOUNDARY AND TOPOGRAPHIC SURVEY DETAIL SH E E T M A T C H L I N E SE E S H E E T 7 O F 55 F O R C O N T I N U A T I O N SHEET MATCHLINE SEE SHEET 9 OF 55 FOR CONTINUATION CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C26000638 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 R-438808 McInnis ENGINEERING & SURVEY 1821 Dock Street, Suite 102Tacoma, Washington 98402 (253) 414-1992 www.mcinnisengineering.com DERETSIGER NO T G NIHSAWFOETATS L A R R Y O.WALKE R 08 LINE IS 1" AT FULL SCALE FOR 22" X 34" SHEET SCALE: 1" = 10' 10050 20 SV-07 TE D - 4 0 - 4 3 8 8 DEVELOPMENT ENGINEERING msippo 06/05/2026 COCO BOL BOL BOL RDBOL BOL BOL BOL BOL BOL GP GP CO RD GP BOL BOL CO RD P SS \\\\ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\ P T T T T T T T T T T T S0 1 ° 2 1 ' 0 3 " W 1 0 7 6 . 5 8 ' ( M ) 22 22 22.2 ' 22. 2 ' 22.7'22.1' 21.9' 21.7' 21.7' 21.6 ' NOT PART OF SURVEY (TAX PARCEL NO. 3340404150) NOT PART OF SURVEY (TAX PARCEL NO. 3340404150) 0.1' 4.9' 6' CLF 22.4' ALLEY (VAC A T E D - C . O . R . ORDINANC E 4 9 1 4 ) 22 22 2 2 22 22 22 22 22 22 22 22.6' 22.8' 23.1' 22.4' 2 2 . 2 ' 22.1' 22.1' 23 . 1 ' 22. 5 ' 22.8'21.8'21.7' 21.5' 21.5 ' 22. 2 ' 21.8' 21. 7 ' 21.8' 22.0' 22.1' 21.9' 22.0' 22.0' 22.1' 22.0' 21.9' 6' CLF 6' CLF 6' CLF E/C 22.1' E/C E/C 22 5.1' 9.0' 23 2 3 8.2' 17.5' 3.1' 0.3' 10' CLF GATE 0.3' 0.1' 3X8" UNKNOWN DECIDUOUS STORMDRAIN CATCHBASIN TYPE I RIM=21.31' IE=19.00' 8" PVC N IE=18.79' 8" PVC SW IE=19.15' 6" PVC W SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 22.0' STORMDRAIN CATCHBASIN TYPE I RIM=21.46' IE=19.69 8" PVC S SANITARY SEWER MANHOLE OIL WATER SEPARATOR VAULT NORTH ACCESS LID W/CONC. BAFFLE WALL UNDERNEATH RIM=21.54' BOTTOM VAULT NORTH OF BAFFLE WALL=13.7' TOP OF CONC. BAFFLE WALL=17.84' BOTTOM VAULT SOUTH OF BAFFLE WALL=13.4' WATER LEVEL BOTH SIDES OF BAFFLE WALL=17.0' NOTE: BOTTOM OF VAULT HAS HEAVY SLUDGE DEBRIS AND NO PIPE SEEN HEADING TO THE NORTH TOWARDS OBSERVED CLEANOUTS SANITARY SEWER MANHOLE OIL WATER SEPARATOR VAULT SOUTH ACCESS LID W/CONC. BAFFLE WALL UNDERNEATH RIM=21.41' IE=17.18' 6" PVC W/OIL WATER SEPARATOR ELBOW SE BOTTOM VAULT NORTH OF BAFFLE WALL=13.1' TOP OF CONC. BAFFLE WALL=17.86' BOTTOM VAULT SOUTH OF BAFFLE WALL=13.1' WATER LEVEL BOTH SIDES OF BAFFLE WALL=17.0' NOTE: BOTTOM OF VAULT HAS HEAVY SLUDGE DEBRIS 0.9' 1.0' 0.9' UNKNOWN USE CLEANOUT RIM=21.61' UNKNOWN USE CLEANOUT RIM=21.65' UNKNOWN USE CLEANOUT RIM=22.06' UNKNOWN USE CLEANOUT RIM=21.96' SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) N0 1 ° 2 2 ' 4 3 " E 11 6 . 3 8 ' L1 8 L17 S0 9 ° 3 9 ' 1 5 " E L2 0 L1 9 QWEST TELECOMMUNICATIONS EASEMENT PER AFN 20030327000925 PRIVATE INGRESS/EGRESS EASEMENT PER EASEMENT AGREEMENT WITH RIGHTS AND RESPONSIBILITIES AFN 20020612000622 UTILITIES EASEMENT TO THE CITY OF RENTON PER AFN 20010906002177, CITY OF RENTON ORDINANCE 4914 (ENCOMPASSES WHOLE VACATED ALLEY) BUILDING FINISH FLOOR AT CENTER OF BAY DOOR ELEV=21.94' NAVD 88 6' CLF ANGLE POINT BEARS N53°23'W, 1.3' FROM CALCULATED LOT CORNER 8' CLF END BEARS N25°48'W, 1.0' FROM CALCULATED LOT CORNER TAX PARCELS 3340404265 AND 3340404148 BOUNDARY AND TOPOGRAPHIC SURVEY DETAIL SH E E T M A T C H L I N E SE E S H E E T 1 0 O F 55 F O R C O N T I N U A T I O N SHEET MATCHLINE SEE SHEET 8 OF 55 FOR CONTINUATION SHEET MATCHLINE SEE SHEET 12 OF 55 FOR CONTINUATION CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C26000638 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 R-438809 McInnis ENGINEERING & SURVEY 1821 Dock Street, Suite 102Tacoma, Washington 98402 (253) 414-1992 www.mcinnisengineering.com DERETSIGER NO T G NIHSAWFOETATS L A R R Y O.WALKE R 09 LINE IS 1" AT FULL SCALE FOR 22" X 34" SHEET SCALE: 1" = 10' 10050 20 SV-08 TE D - 4 0 - 4 3 8 8 DEVELOPMENT ENGINEERING msippo 06/05/2026 SD SD SD SD SD SD SD SD SD SD SD SD OH U OH U OH U OH U OH U OH U OH U OH U OH U OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU SS GPGP GP GP RD IRR SS RD RD GP RD COCOBOL BOL HVACHVAC P GP GP \ \ \ \ \ \ \\\\\\\\\\\\\ G G G G G G G G G G G GT T T T T T T T T T 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 P P P P P P P P P P P P P P P P P P P T T T T T T T T T T T 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 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 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 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 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 P P P P P P P P P P P P P P P P P P P T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T TT T S0 1 ° 2 3 ' 1 0 " W 2 7 8 . 3 5 ' ( M ) SS SS SS SS SS SS SS SS 21 2 1 21 21 20.8' 20.7' 20.9' 21.0' 21 . 0 ' 21. 2 ' 21.4' 21 . 6 ' 21.6' 21.6' 21.5' 21.3' 2 1 . 4 ' 21.4' 21. 6 ' 21.7' 20. 2 ' 20 . 4 ' 20. 3 ' 20.1' 20.7'20.9' 21.0' 21.3' C/C C/C C/C RAMP 20 . 3 ' 12" MAPLE 12" MAPLE 14" MAPLE 8" UNKNOWN DECIDUOUS C/G E/C E/C E/C E/C E/C E/C 6' CLF 6' CLF 0.5' NOT PART OF SURVEY (TAX PARCEL NO. 3340404150)G G G G NOT PART OF SURVEY (TAX PARCEL NO. 3340404150) OF SURVEY PARCEL NO. 3340404150) (V A L E N T I N E A V E N U E ) SE N E C A A V E N U E S W ALLEY (VAC A T E D - C . O . R . ORDINANC E 4 9 1 4 ) 22.0' E/C E/C E/C 6' CLF 6' CLF 6' CLF 21 21 21 21 21 21 STOP BAR C/G C/G C/G C/G C/C C/C 30.0' DRIVEWAY E/C 21.7' 21 . 7 ' 2 1 . 5 ' 21.5 ' 21.5 ' 21.4' 21.4' 21.3' 21.5' 21.5' 21.5' 21.6' 21.5' 21.4' 21.4' 21.3' 21.3' 21.3' 21.3' 21.4' 21.3' 21.2' 21.3'21. 3 ' 21.3' 2 1 . 4 ' 21. 4 ' 21.9' 21.9' 21.4' 21.4 ' 21 . 4 ' 21.4 ' 21.4'22.0' 22.0' 22.0' 22.0' 22. 0 ' 2 2 . 0 ' 2 1 . 9 ' 2 2 . 0 ' 2 1 . 4 ' 21. 4 ' 21.4 ' 21.5 ' 22.0' 21.9' 21.9' 21.8' 21.7' 21.8' 21.7' 21 . 8 ' 21.9' 21.7' 21.8' 22.0' 21.6' 21.5' 21.5' 21.4' 20.1' 20.1' 20.2' 20.3' 20.3' 20.9' 20.8' 2 0 . 7 ' 21.4' 21.5'20. 7 ' 20.8' 20.8' 20.7' 20.7' 20.7 ' 20.6' 20.3' 20.6' 21.5' 21.5'21.4'21.5' 22.0' 21.9' 21.4'21.4' 21.9' 21.4' 20.7' 20.7'21.0' 20. 7 ' 20 . 7 ' RA/W RA/W RA/W RA/W 21.8' 21.6' BUILDING FINISH FLOOR AT CENTER OF DOUBLE PED. DOOR ELEV=22.03' NAVD 88 E/C E/C E/C CONC. CANOPY COLUMN 21.3' CONC. CANOPY COLUMN CONC. CANOPY COLUMN GATE GATE 4' CLF4' CLF 4' CLF 4' CLF 4' CLF 4' CLF EDGE CANOPY (TYPICAL) EDGE 12" MAPLE 13" MAPLE 12" MAPLE 13" MAPLE O H U O H U O H U O H U O H U O H U O H U O H U O H U O H U O H U O H U O H U OH U OH U OH U OH U OHU OHU OHU OHU "STOP" STEEL POST FOR AERIAL WALKER'S RENTON SUBARU PARTS AND SERVICE CENTER SIGN SERVICE CENTER DIRECTIONS SIGN C/C C/C RAMP E/C C/C C/C RAMP SD SD SD SD SD SD SD SD UNKNOWN USE CLEANOUT RIM=21.65' SANITARY SEWER MANHOLE W/ CONC. CHANNEL RIM=20.52' IE=12.41' 8" CONC. NE IE=12.52' 8" CONC. S IE=12.22 8" CONC. SW LADDER=S SANITARY SEWER MANHOLE NO CHANNELIZATION - PIPE PASSES THROUGH IN AIR WITH CLEANOUT/REDUCER IN MIDDLE - NO ACCESS TO IE'S - STRUCTURE FILLED WITH WATER RIM=21.34' TOP PIPE=16.94' 6" PVC NE TOP PIPE=17.01' 8" PVC SW TOP WATER=16.75' LADDER=NW SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SD SD SD SD SD SD STORMDRAIN CATCHBASIN TYPE I RIM=21.20' IE=19.10' 12" PVC SW STORMDRAIN CATCHBASIN TYPE I RIM=20.70' IE=17.92' 12" PVC NE IE=18.01' 12" PVC S SD SD SD SD SD 117.44' S0 1 ° 2 2 ' 4 2 " W 11 6 . 4 3 ' N77°26'10"E 119.92' L1 0 L11 FND 1/2" REBAR AND CAP STAMPED "LS 19635" REBAR BEARS S88°24'33"E, 0.23' FROM THE CALCULATED LOT CORNER VISITED 11/18/2024 PSE ELECTRICAL EASEMENT PER AFN 20030128002591 UTILITIES EASEMENT TO THE CITY OF RENTON PER AFN 20010906002177, CITY OF RENTON ORDINANCE 4914 (ENCOMPASSES WHOLE VACATED ALLEY) PSE ELECTRICAL EASEMENT PER AFN 20030128002591 STORMDRAIN CATCHBASIN TYPE I RIM=21.20' IE=18.88' 12" PVC NE IE=18.77' 6" PVC SE IE=18.75' 12" PVC S PSE ELECTRICAL EASEMENT PER AFN 20030128002591 TAX PARCELS 3340404265 AND 3340404148 BOUNDARY AND TOPOGRAPHIC SURVEY DETAIL SH E E T M A T C H L I N E SE E S H E E T 9 O F 55 F O R C O N T I N U A T I O N SHEET MATCHLINE SEE SHEET 7 OF 55 FOR CONTINUATION SHEET MATCHLINE SEE SHEET 11 OF 55 FOR CONTINUATION CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C26000638 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 R-438810 McInnis ENGINEERING & SURVEY 1821 Dock Street, Suite 102Tacoma, Washington 98402 (253) 414-1992 www.mcinnisengineering.com DERETSIGER NO T G NIHSAWFOETATS L A R R Y O.WALKE R 10 LINE IS 1" AT FULL SCALE FOR 22" X 34" SHEET SCALE: 1" = 10' 10050 20 SV-09 TE D - 4 0 - 4 3 8 8 DEVELOPMENT ENGINEERING msippo 06/05/2026 SD SD SD SD SD SD SD SD SD OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU GP GP IRR IRR GP GP SS GP GP P IRR GP GP BOL BOL HVAC HVAC RD RD BOL RD RD BOL BOL RD RD RD RD RD BOL FDC COCOBOL BOL BOL BOL \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\ \\\ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \\\\\\\\\\\\ \\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ TO 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 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 P P P P P P P P P P P P P P P W W W W W W W T T T T T T T T T T T T T T T T T 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 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 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 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 \ 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 S D S D S D S D S D S D (THIRD AV E N U E ) SW 13TH S T R E E T ( V A C A T E D - C . O . R . O R D I N A N C E 4 9 4 2 ) (THIRD AV E N U E ) SW 13TH S T R E E T 21.4 ' 7.9' TALL CMU WALL W/CANOPY E/C E/C 21 2 1 21 C/G 20.2'20.8' 20.3' 20.6' 20.5' 20.4'20.5' 20.5' 21.5' 21.5' 21.5' 21.4'21.9' 21.4' 21.3' 21.4'21.9' RA/W RA/W 22 22 21.5' 21.5'21.6' 21.8' 21.6' 21.6' 21.6' 21.6 ' 21.8 ' 2 1 . 8 ' 21.9' 21.8' 21.8' 2 1 . 8 ' 21.3' 21.5' 21. 8 ' 21.9'21.9' DUMPSTER CONC. PAD AREA ECO BLOCKS BUILDING FINISH FLOOR AT CENTER OF PED. DOOR LABELED "SPRINKLER ROOM" ELEV=21.95' NAVD 88 E/C E/C CONC. CANOPY COLUMN GATE 4' CLF 4' CLF EDGE CANOPY (TYPICAL) 13" MAPLE 17" MAPLE 11" MAPLE 14" MAPLE GATE 6' CLF (V A L E N T I N E A V E N U E ) SE N E C A A V E N U E S W 2 1 21 21 2 1 21 21 21 2 1 22 OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U OH U STEEL POST 21.4'21.9' 21.4' 21.9' 21.2' 21.2' 21.3' 21.4' 21.4' 21.5' 21.5' 21.5' 21.6' 21.5' 21.5' 21.8'2 1 . 9 ' 21.7' 21.6' 21.6' 21.7' 21.6' 21.6' 21.6'21.7' 21.8' 21.8'21.8' 21.7' 21.6' 21.6' 21.6' 21.5' 21.5' 21.6' 21.6' 21.6' 21.6' 21.6' 21.6' 21.5' 21.5' 21.5' 21.5' 21.4' 21.4' 21.4' 21.3' 21.4' 21.3' 21.3' 21. 6 ' 21.5' 21.4' 21.3' 21.3' 21.3' 21.5' 2 1 . 5 ' 2 1 . 8 ' 2 1 . 8 ' 21.8' 21. 6 ' 21. 7 ' 21.8 ' 21.8 ' 21.8 ' 21.7' 21.7' 21.3' 21.5' 21.5' 21.3' 21.2' 21.3' 21. 6 ' 21 . 5 ' 2 1 . 7 ' 21. 5 ' 2 1 . 5 ' 2 1 . 4 ' 21.4' 21. 6 ' 21.6 ' 21.6' 21.7'21.6' 21.5' 22.0' 21.9 ' 21.9' 21. 7 ' 21.7' 21. 8 ' 21. 3 ' 20.7' 20.9' 20.9' 20.6' 20.5' 20.5' 20.4' 20.6' 20.8' 20.8' 20.6' 20.5' 20.5'20.4' 20.4' 20.3' 20.4' 20.4' 20.5' 20.8' 20.9' 20.7' 21.2' 21.2' 21.3' 21.0' 20.6' 20.5' 20.5'21 21 22 22 22 22 2 2 2 2 22 22 2 2 22 22 22 21.3' 21 E/C E/C E/C E/C E/C E/C E/C E/C E/C 20.2' 20.1'20 . 7 ' 20.6' 20.7' 20.8' C/C 26.9' DRIVEWAY C/G C/G GATE RA/W 6' CLF 6' CLF 6' CLF GATE 6' CLF FENCE TRANSITION 6' CLF/6' STEEL 6' STEEL 21.2' 21.2' 8" UNKNOWN DECIDUOUS 6" UNKNOWN DECIDUOUS22 22 1X7" 1X6" UNKNOWN DECIDUOUS 21.5' 21.6' TW=21.6' BW=20.8' STORMDRAIN CATCHBASIN TYPE I RIM=21.16' IE=18.47' 8" PVC N IE=18.37' 8" PVC NE IE=18.18' 12" PVC SE IE=18.25' 8" PVC NW SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D S D S D S D S D S D SD SD SD SD SD SD SD STORMDRAIN CATCHBASIN TYPE I RIM=20.93' IE=18.91' 6" PVC NW IE=18.68' 8" PVC SE S D STORMDRAIN CATCHBASIN TYPE I RIM=21.17' IE=18.50' 8" PVC N IE=18.90' 6" PVC NE IE=18.44' 8" PVC SE IE=18.98' 6" PVC W SD SD SD SD SD SD SD SD SD SDSTORMDRAIN CATCHBASIN TYPE I RIM=20.04' IE=18.32' 12" PVC N SANITARY SEWER MANHOLE W/ CONC. CHANNEL RIM=20.83' IE=12.93' 8" CONC. N IE=13.03' 8" CONC. NE LADDER=W 25 4 . 8 8 ' 4' CLF 75 . 2 0 ' UTILITIES EASEMENT TO THE CITY OF RENTON PER AFN 20020207002539, CITY OF RENTON ORDINANCE 4942 (ENCOMPASSES WHOLE VACATED STREET) UTILITIES EASEMENT TO THE CITY OF RENTON PER AFN 20020207002539, CITY OF RENTON ORDINANCE 4942 (ENCOMPASSES WHOLE VACATED STREET) TAX PARCELS 3340404265 AND 3340404148 BOUNDARY AND TOPOGRAPHIC SURVEY DETAIL SH E E T M A T C H L I N E SE E S H E E T 1 2 O F 55 F O R C O N T I N U A T I O N SHEET MATCHLINE SEE SHEET 10 OF 55 FOR CONTINUATION CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C26000638 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 R-438811 McInnis ENGINEERING & SURVEY 1821 Dock Street, Suite 102Tacoma, Washington 98402 (253) 414-1992 www.mcinnisengineering.com DERETSIGER NO T G NIHSAWFOETATS L A R R Y O.WALKE R SHEET MATCHLINE SEE SHEET 14 OF 55 FOR CONTINUATION 11 LINE IS 1" AT FULL SCALE FOR 22" X 34" SHEET SCALE: 1" = 10' 10050 20 SV-10 TE D - 4 0 - 4 3 8 8 DEVELOPMENT ENGINEERING msippo 06/05/2026 OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU SS IRR IRR GP GP GP GP GP G P GP GP GP SS SS COCO BOL BOL BOL SS BOL GP SD SD RDBOL BOL \ \ \ \ \ \ \ \ \ \ \ \ \ TOPTOPTOPTOPTOPTOPTOPTOPTOPTOP TO P TOP TO PTOETOETOETOETOETOETOETOETOETOE TOE TOE TOE TOE TO E T O P T O P TOP TOP TOP TOP TO P TO P TO P TO P TO P TO P TO P T O P T O P TOPTOP TOP TOP TO P TO P TO P TO P TO P TO P TO P T O E TOE TOE TO E TO E TO E TO E TO E TO E TO E T O E TOETOE TO E TO E TO E TO E TO E TO E TO E \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \\ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ P P P 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 P P SD SD SD SD SS SS S D S D (R I C E A V E N U E ) LI N D A V E N U E S W (THIRD AV E N U E ) SW 13TH S T R E E T ( V A C A T E D ) 21 21 21 22. 2 ' 21.7' 21.5' 21.1' 20.6' 21.4' 21.5' 21.4' 21.7' 21.4 ' 21. 7 ' 6' CLF 8' CLF7.9' TALL CMU WALL W/CANOPY ASPHALT CONTAINMENT HUMP E/C GATE GATE 6' CLF 21.6' 2 1 . 9 ' 21. 8 ' 21.7' 21.3' 1X6" 1X5" UNKNOWN DECIDUOUS 21 21 21 21 21 2 1 20 20 21 21 21 20 19 18 17 17 18 19 20 21 21 17 181920212222 22 22 2 2 22 21 20 19 18 17 17 17 17 17 2222 21 20 19 18 17 17 17 18 19 20 21 21 21 18 18 19 20 19 20 22.0 ' 22. 0 ' 22. 0 ' 22. 1 ' 21.9' 21.9' 22.0' 21.8' 21.2' 2 1 . 8 ' 20.8' 2 1 . 8 ' 20.8' 2 1 . 7 ' 20.9' 21.5' 21.5' 21.4' 21.6' 21.6' 21.5' 21. 7 ' 21 . 7 ' 21.7' 21.9'21.7' 21.6' 21.6' 21.5' 21.2' 2 0 . 3 ' 20.2' 21.5' 20.5' 21.6' 21.6' 21.6' 21.6' 21.6' 21.8'21.8' 21.6' 21.8' 21.8' 21.6' 21.7' 21.8' 16.6' 17.0' 17.0' 16.9' 16.9' 16.9'21.9' 21.8' 22.0' 21.8' 21.3' 21.0' 16.9' 17.2' 16.6' 21.4' 16.9' 21.8' 17.1'21.4' 22.1' 17.0' 21.5'17.2' 21.5' 17.1' 21.2' 21.0' 17.2' 21.3' 17.0' 21.1' 16.3' 21.2' 21.5' 22.1'21.2' 20.7' 21.1' 19.2' 19.9' 20.3' 21.6' 21.5' 21.5' 17.9' 20.3' 18.1'19.8' 18.3' 20.2' 18.0' 20.3' 18.2' 20.4' 18.3' 20.5' TW=21.6' BW=20.8' TW=21.7' BW=20.6' TW=21.7' BW=20.5'TW=21.7' BW=20.7'STORMWATER DETENTION POND ECOBLOCK WALL STORMWATER DETENTION POND STORMWATER DETENTION POND 4' CLF 4' CLF22.0' 22 6' CLF 6' CLF 6' CLF 8' CLF 8' CLF 8' CLF 8' CLF 8' CLF 6' CLF 6' CLF GATE 4' CLF E/C E/C 4.4' 2.8' 1.5' 0.8' 0.8' 1.5' 1.4' 1.0' 2.1' STORMDRAIN CULVERT END STORMDRAIN CULVERT END IE=17.82' 12" PVC NE STORMDRAIN CULVERT END IE=17.46' 12" PVC SW SD STORMDRAIN CULVERT END IE=17.13' 12" PVC SW SANITARY SEWER MANHOLE W/ CONC. CHANNEL RIM=21.61' IE=14.61' 6" PVC N IE=14.33' 8" PVC E IE=14.06' 8" CONC. W LADDER=NW SD SD SD SD SD SD SD SD SD SD SD SS ( R E C ) SS ( R E C ) SS ( R E C ) SD SD SD SD SD SD SD IE=19.00' 8" PVC N IE=18.79' 8" PVC SW IE=19.15' 6" PVC W SD SD STORMDRAIN MANHOLE TYPE II RIM=20.35' IE=14.80' 8" PVC E 8" STANDPIPE STRUCTURE ON WEST SIDE IE=14.80' 8" PVC W TOP STANDPIPE=17.55' BOTTOM STANDPIPE=13.85' LADDER=N STORMDRAIN MANHOLE TYPE II RIM=20.36' IE=14.86' 8" S (FULL OF DIRT) 8" STANDPIPE STRUCTURE ON WEST SIDE IE=15.27' 8" PVC W TOP STANDPIPE=17.81' BOTTOM STANDPIPE=14.81' LADDER=N SANITARY SEWER MANHOLE - FULL OF WATER - NO INVERTS FELT RIM=21.35' TOP WATER=20.01' 525.46'(C) (R I C E A V E N U E ) LI N D A V E N U E S W L2 1 N77°24'38" E 123.29' 11 4 . 3 4 ' A/W A/W 6.2' 8'/6' CLF INTERSECTION BEARS S26°55'W, 0.8' FROM THE CALCULATED LOT CORNER GATE 8'/6' CLF INTERSECTION BEARS S79°15'W, 2.9' FROM THE CALCULATED LOT CORNER 6' CLF ANGLE POINT BEARS N53°23'W, 1.3' FROM CALCULATED LOT CORNER 8' CLF END BEARS N25°48'W, 1.0' FROM CALCULATED LOT CORNER UTILITIES EASEMENT TO THE CITY OF RENTON PER AFN 20020207002539, CITY OF RENTON ORDINANCE 4942 (ENCOMPASSES WHOLE VACATED STREET) UTILITIES EASEMENT TO THE CITY OF RENTON PER AFN 20020207002539, CITY OF RENTON ORDINANCE 4942 (ENCOMPASSES WHOLE VACATED STREET) (THIRD AV E N U E ) SW 13TH S T R E E T ( V A C A T E D - C . O . R . O R D I N A N C E 4 9 4 2 ) 21.8' TAX PARCELS 3340404265 AND 3340404148 BOUNDARY AND TOPOGRAPHIC SURVEY DETAIL SH E E T M A T C H L I N E SE E S H E E T 1 1 O F 55 F O R C O N T I N U A T I O N SHEET MATCHLINE SEE SHEET 9 OF 55 FOR CONTINUATION CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C26000638 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 R-438812 McInnis ENGINEERING & SURVEY 1821 Dock Street, Suite 102Tacoma, Washington 98402 (253) 414-1992 www.mcinnisengineering.com DERETSIGER NO T G NIHSAWFOETATS L A R R Y O.WALKE R SHEET MATCHLINE SEE SHEET 13 OF 55 FOR CONTINUATION 12 LINE IS 1" AT FULL SCALE FOR 22" X 34" SHEET SCALE: 1" = 10' 10050 20 SV-11 TE D - 4 0 - 4 3 8 8 DEVELOPMENT ENGINEERING msippo 06/05/2026 \\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ TOPTOPTOPTOPTOP TO P TO P TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TO P TOETOETOETOETOETOETOETOETOETOE T O E TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TO E TO P TO P TOP TOP TOP TOP T O E TOE TOE\ \ P S D S D 21.9' 2 1 . 5 ' 6' CLF 2222 21 20 19 18 17 18 18 19 20 19 20 19 19 20 21.8' 22.0' 21.8' 21.3' 16.9' 21.5' 21.6'21.9' 21.6' 21.4' 22.1'21.2'17.9' 18.1' 20.2' 19.8' 18.3' 18.1' 19.8' 18.0' 18.2' 20.4' 20.1' 18.3' 18.5' 20.3' 18.3' 20.5' TW=21.7' BW=20.4'TW=21.7' BW=20.2'TW=21.7' BW=20.1'TW=21.6' BW=20.6'STORMWATER DETENTION POND ECOBLOCK WALL STORMWATER DETENTION POND 6' CLF 6' CLF 0.7' 1.2' 4.4' 0.4' STORMDRAIN CULVERT END IE=18.16' 12" PVC NW STORMDRAIN CULVERT END IE=17.82' 12" PVC NE 79 8 . 8 4 ' ( C ) INTERSTATE 405 6.2' TAX PARCELS 3340404265 AND 3340404148 BOUNDARY AND TOPOGRAPHIC SURVEY DETAIL SH E E T M A T C H L I N E SE E S H E E T 1 4 O F 55 FO R C O N T I N U A T I O N SHEET MATCHLINE SEE SHEET 12 OF 55 FOR CONTINUATION CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C26000638 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 R-438813 McInnis ENGINEERING & SURVEY 1821 Dock Street, Suite 102Tacoma, Washington 98402 (253) 414-1992 www.mcinnisengineering.com DERETSIGER NO T G NIHSAWFOETATS L A R R Y O.WALKE R 13 LINE IS 1" AT FULL SCALE FOR 22" X 34" SHEET SCALE: 1" = 10' 10050 20 SV-12 TE D - 4 0 - 4 3 8 8 DEVELOPMENT ENGINEERING msippo 06/05/2026 P IRR \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ TO P TO P T O E \ \ P P P P P P P P PP P P P P P P P P P P P P P P P P P P T T T T P P P P P P P P P P S D S D 21 2 1 21 21 21 21 22 22 22 21 21 21 22 22 22 22 STEEL POST FOR AERIAL SUBARU SIGN 22.1'22.1' 22.0' 22.0' 22.0' 21.9' 22.0' 21.9' 21.6' 21.6'21.7' 21.8' 21.8'21.8' 20.9'20.9' 20.8' 21.1' 21.2' 21.7' 21.4' 2 1 . 5 ' 20.7' 20.5' 20.3' 20.5'20.5' 21.2' 21.5' 21.2' 21.3' 21.2'6' CLF 6' CLF 6' CLF 6' CLF20.8' 21.2' 0.4' S86°20'10"W 391.52' INTERSTATE 405 0.7' 0.9' 1.0' 0.8' 4' CLF 3-WAY 6' CLF INTERSECTION BEARS S15°13'E, 0.6' FROM THE CALCULATED LOT CORNER TAX PARCELS 3340404265 AND 3340404148 BOUNDARY AND TOPOGRAPHIC SURVEY DETAIL SHEET MATCHLINE SEE SHEET 11 OF 55 FOR CONTINUATION CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C26000638 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 R-438814 McInnis ENGINEERING & SURVEY 1821 Dock Street, Suite 102Tacoma, Washington 98402 (253) 414-1992 www.mcinnisengineering.com DERETSIGER NO T G NIHSAWFOETATS L A R R Y O.WALKE R 14 LINE IS 1" AT FULL SCALE FOR 22" X 34" SHEET SCALE: 1" = 10' 10050 20 SH E E T M A T C H L I N E SE E S H E E T 1 3 O F 55 F O R C O N T I N U A T I O N SV-13 TE D - 4 0 - 4 3 8 8 DEVELOPMENT ENGINEERING msippo 06/05/2026 GPGP GP GP GP GP GP GP GP GP GP GP GP GP GP GP GP G P GP GP GP GP GP GP GP GP GP P P GP GP S0 1 ° 2 3 ' 1 0 " W 2 7 8 . 3 5 ' ( M ) RAMP C/C C/C C/C C/C RAMP 12" MAPLE 12" MAPLE 14" MAPLE 8" UNKNOWN DECIDUOUS C/C DRIVEWAY C/G C/G C/G E/C E/C E/CE/C E/C E/C 6' CLF 6' CLF 6' CLF 0.6' 0.5' NOT PART OF SURVEY (TAX PARCEL NO. 3340404150) NOT PART OF SURVEY (TAX PARCEL NO. 3340404150) GATE 0.1' 4.9' 8.0' 6' CLF 7' CLF 6' CLF 6' CLF 6' CLF ANGLE POINT BEARS S84°11'E, 0.6' FROM CALCULATED LOT CORNER 6' CLF 6' CLF 6' CLF 6' CLF 8' CLF 7.9' TALL CMU WALL W/CANOPY ASPHALT CONTAINMENT HUMP E/C E/C E/C E/C 5.1' 9.0' 8.2' 17.5' 3.1' 0.3' 10' CLF GATE 0.3' 0.1' 3X8" UNKNOWN DECIDUOUS GATE GATE 6' CLF 7.9' TALL CMU WALL W/CANOPY E/C E/C E/C E/C 6' CLF 6' CLF 6' CLF STOP BAR C/G C/G C/G C/G C/G C/C C/C 30.0' DRIVEWAY E/C RA/W RA/W RA/W RA/W RA/W RA/W DUMPSTERCONC. PADAREA ECOBLOCKS BUILDING FINISH FLOOR AT CENTER OF PED. DOOR LABELED "SPRINKLER ROOM" ELEV=21.95' NAVD 88 BUILDING FINISH FLOOR AT CENTER OF DOUBLE PED. DOOR ELEV=22.03' NAVD 88 E/C E/C E/C E/C E/C CONC. CANOPY COLUMN CONC. CANOPY COLUMN CONC. CANOPY COLUMN CONC. CANOPY COLUMN GATE GATE GATE 4' CLF4' CLF 4' CLF 4' CLF 4' CLF 4' CLF EDGE CANOPY (TYPICAL) EDGE CANOPY (TYPICAL) 12"MAPLE 13" MAPLE 12" MAPLE 13" MAPLE 17" MAPLE 11" MAPLE 14" MAPLE GATE 6' CLF "STOP" STEEL POST FOR AERIAL WALKER'S RENTON SUBARU PARTS AND SERVICE CENTER SIGN SERVICE CENTER DIRECTIONS SIGN C/C C/C RAMP E/C C/C C/C RAMP STEEL POST FOR AERIAL SUBARU SIGN E/C E/C E/C E/C E/C E/C E/C E/C E/C 26.9'DRIVEWAY C/G C/G GATE RA/W 6' CLF 6' CLF 6' CLF 6' CLF 6' CLF 6' CLF 6' CLF 6' CLF GATE 6' CLF FENCE TRANSITION 6' CLF/6' STEEL 6' STEEL 8"UNKNOWNDECIDUOUS 6"UNKNOWNDECIDUOUS 1X7" 1X6" UNKNOWN DECIDUOUS 1X6" 1X5"UNKNOWN DECIDUOUS STORMWATER DETENTIONPOND ECOBLOCK WALL STORMWATER DETENTION POND ECOBLOCK WALL STORMWATER DETENTION POND STORMWATER DETENTION POND 4' CLF 4' CLF 6' CLF 6' CLF 6' CLF 6' CLF 6' CLF 8' CLF 8' CLF 8' CLF 8' CLF 8' CLF 6' CLF 6' CLF GATE 4' CLF E/C E/C 0.7' 1.2' 4.4' 2.8' 1.5' 0.8' 0.8' 1.5' 1.4' 1.0' 2.1' 0.4' STORMDRAIN CULVERT END IE=18.16' 12" PVC NW STORMDRAIN CULVERT END IE=17.82' 12" PVC NE STORMDRAIN CULVERT END IE=17.46' 12" PVC SW SANITARY SEWER MANHOLE W/ CONC. CHANNEL RIM=21.61' IE=14.61' 6" PVC N IE=14.33' 8" PVC E IE=14.06' 8" CONC. W LADDER=NW STORMDRAIN CATCHBASIN TYPE I RIM=21.16' IE=18.47' 8" PVC N IE=18.37' 8" PVC NE IE=18.18' 12" PVC SE IE=18.25' 8" PVC NW STORMDRAIN CATCHBASIN TYPE I RIM=20.93' IE=18.91' 6" PVC NW IE=18.68' 8" PVC SESTORMDRAIN CATCHBASIN TYPE I RIM=21.17' IE=18.50' 8" PVC N IE=18.90' 6" PVC NE IE=18.44' 8" PVC SE IE=18.98' 6" PVC W SANITARY SEWER MANHOLE OIL WATER SEPARATOR VAULT NORTH ACCESS LID W/CONC. BAFFLE WALL UNDERNEATH RIM=21.54' BOTTOM VAULT NORTH OF BAFFLE WALL=13.7' TOP OF CONC. BAFFLE WALL=17.84' BOTTOM VAULT SOUTH OF BAFFLE WALL=13.4' WATER LEVEL BOTH SIDES OF BAFFLE WALL=17.0' NOTE: BOTTOM OF VAULT HAS HEAVY SLUDGE DEBRIS AND NO PIPE SEEN HEADING TO THE NORTH TOWARDS OBSERVED CLEANOUTS SANITARY SEWER MANHOLE OIL WATER SEPARATOR VAULT SOUTH ACCESS LID W/CONC. BAFFLE WALL UNDERNEATH RIM=21.41' IE=17.18' 6" PVC W/OIL WATER SEPARATOR ELBOW SE BOTTOM VAULT NORTH OF BAFFLE WALL=13.1' TOP OF CONC. BAFFLE WALL=17.86' BOTTOM VAULT SOUTH OF BAFFLE WALL=13.1' WATER LEVEL BOTH SIDES OF BAFFLE WALL=17.0' NOTE: BOTTOM OF VAULT HAS HEAVY SLUDGE DEBRIS 0.9' 1.0' 0.9' UNKNOWN USECLEANOUT RIM=21.61' UNKNOWN USE CLEANOUTRIM=21.65' UNKNOWN USE CLEANOUT RIM=22.06' UNKNOWN USE CLEANOUT RIM=21.96' SANITARY SEWER MANHOLE - FULL OF WATER - NO INVERTS FELT RIM=21.35' TOP WATER=20.01' 525.46'(C) 117.44' S0 1 ° 2 2 ' 4 2 " W 11 6 . 4 3 ' N77°26'10" E 119.92' N0 1 ° 2 2 ' 4 3 " E 11 6 . 3 8 ' L1 8 L17 S0 9 ° 3 9 ' 1 5 " E 10 5 . 0 4 ' L2 0 L2 1 N77°24'38" E 123.29' 11 4 . 3 4 ' S86°20'10"W 391.52' 25 4 . 8 8 ' L1 0 L1 9 FND 1/2" REBAR AND CAP STAMPED "LS 19635" REBAR BEARS S88°24'33"E, 0.23' FROM THE CALCULATED LOT CORNER VISITED 11/18/2024 A/W A/W 0.7' 0.9' 1.0' 0.8' 4' CLF 3-WAY 6' CLF INTERSECTION BEARS S15°13'E, 6.2' 8'/6' CLF INTERSECTION BEARS S26°55'W, 0.8' FROM THE CALCULATED LOT CORNERGATE 8'/6' CLF INTERSECTION BEARS S79°15'W, 2.9' FROM THE CALCULATED LOT CORNER 75 . 2 0 ' PRIVATE INGRESS/EGRESS EASEMENT PER EASEMENT AGREEMENT WITH RIGHTS AND RESPONSIBILITIES AFN 20020612000622 QWEST TELECOMMUNICATIONS EASEMENT PER AFN 20030327000925 PRIVATE INGRESS/EGRESS EASEMENT PER EASEMENT AGREEMENT WITH RIGHTS AND RESPONSIBILITIES AFN 20020612000622 UTILITIES EASEMENT TO THE CITY OF RENTON PER AFN 20010906002177, CITY OF RENTON ORDINANCE 4914 (ENCOMPASSES WHOLE VACATED ALLEY) BUILDING FINISH FLOOR AT CENTER OF BAY DOOR ELEV=21.94' NAVD 88 6' CLF ANGLE POINT BEARS N53°23'W, 1.3' FROM CALCULATED LOT CORNER 8' CLF END BEARS N25°48'W, 1.0' FROM CALCULATED LOT CORNER PSE ELECTRICAL EASEMENT PER AFN 20030128002591 UTILITIES EASEMENT TO THE CITY OF RENTON PER AFN 20010906002177, CITY OF RENTON ORDINANCE 4914 (ENCOMPASSES WHOLE VACATED ALLEY) PSE ELECTRICAL EASEMENT PER AFN 20030128002591 PSE ELECTRICAL EASEMENT PER AFN 20030128002591 UTILITIES EASEMENT TO THE CITY OF RENTON PER AFN 20020207002539, CITY OF RENTON ORDINANCE 4942 (ENCOMPASSES WHOLE VACATED STREET) SE N E C A A V E S W SW 12TH S T SW 13TH S T INTERSTATE 405 EXISTING BUILDING FF: 21.95 1 1 1 2 2 2 2 FUTURE BUILDING OUTLINE, ASPHALT SUB-GRADE TO REMAIN WITHIN BUILDING LIMITS 3 3 4 4 PROTECT HYDRANT 5 REMOVE EXISTING FENCE PROTECT EXISTING CHAIN LINK FENCE REMOVE EXISTING ECOBLOCK WALL PROTECT EXISTING CHAIN LINK FENCE PROTECT EXISTING CHAIN LINK FENCEREMOVE EXISTING FENCE PROTECT EXISTING CHAIN LINK FENCE 8 11 12 7 7 10 11 9 12 7 9 11 11 8 NEAT SAWCUT LINE (TYP.) 8 PROTECT EXISTING STORM POND CONTRACTOR TO POTHOLE AND CONFIRM PIPE DEPTH PRIOR TO CONSTRUCTION REMOVE AND REPLACE FENCE AS NECESSARY FOR POWER IMPROVEMENTS REMOVE AND REPLACE VEGETATION AS NECESSARY FOR POWER IMPROVEMENTS REFER TO PSE PLANS FOR NEW POLE INSTALLATION REFER TO PSE PLANS FOR NEW POLE INSTALLATION 13 13 REFER TO PSE PLANS FOR POWER RELOCATION AND RECONNECTION PROTECT EXISTING BUSINESS SIGN REFER TO PSE PLANS FOR REMOVAL OF EXISTING POWER POLE REFER TO PSE PLANS FOR REMOVAL OF EXISTING POWER POLE PROTECT EXISTING FENCING CLEARING LIMIT 4 PROTECT EXISTING POLE PROTECT EXISTING UTILITIES REMOVE EX FDC AND EX 4" FIRE LINE TO BLDG REMOVE EXISTING FENCING 12 12 PROTECT EXISTING WATER METER AND SERVICE LINE PROTECT EXISTING IRRIGATION METER AND SERVICE LINE 10 CAP EXISTING SEWER AT PROPERTY LINE 2 REMOVE 8" SEWER AND PLUG AT MANHOLE ONCE NEW BUILDING SERVICE IS ONLINE SEE EXISTING FIRE SPRINKLER NOTE L15 GP GP GP GP P GP 23.9' DRIVEWAY C/C ASPHALT RAMP C/G C/G E/C A/W GATE GATE 0.1' 4.9' 6' CLF 7' CLF 7' CLF 0.2' 0.3' 6' CLF 14.4' 0.1' UNKNOWN USE CLEANOUT RIM=21.96' N0 1 ° 2 2 ' 4 3 " E 11 6 . 3 8 ' L1 8 L16 QWEST TELECOMMUNICATIONS EASEMENT PER AFN 20030327000925 PRIVATE INGRESS/EGRESS EASEMENT PER EASEMENT AGREEMENT WITH RIGHTS AND RESPONSIBILITIES AFN 20020612000622 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 N GRAPHIC SCALE 0 20 40 1" = 20 FEET 10 15 SITE DEMOLITION PLAN C1.1Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ F i n a l D e s i g n \ 2 2 4 0 8 1 9 - S H - D E M O . d w g KEYNOTES REMOVE EXISTING CATCH BASIN1 EXISTING UTILITY MAIN TO BE ABANDONED IN PLACE. CONTRACTOR TO COORDINATE WITH GEOTECHNICAL ENGINEER FOR ALL PIPES PLANNED TO BE ABANDONED UNDER BUILDING FOUNDATION. 2 PROTECT PORTION OF WATER MAIN TO REMAIN.3 PROTECT STORM WATER PIPE TO REMAIN.4 PROTECT PORTION OF SEWER MAIN TO REMAIN. 5 PROTECT PORTION OF SEWER MAIN TO REMAIN. 6 EXISTING FIRE SPRINKLER NOTE EXISTING FIRE SPRINKLER TO BE MAINTAINED UNTIL NEW FIRE SYSTEM IS OPERATIONAL. CONTRACTOR TO COORDINATE SEQUENCING WITH RRFA AND COR WATER UTILITY DURING DEMOLITIONS AND VERTICAL CONSTRUCTION. DEMO LEGEND TREE TO BE REMOVED TREE TO BE RETAINED REMOVE EXISTING ASPHALT REMOVE EXISTING CONCRETE RETAIN EXISTING ASPHALT RETAIN EXISTING CONCRETE REMOVE EXISTING LIGHT POLE7 PROTECT EXISTING LIGHT POLE, POWER TO BE RECONNECTED AFTER OVERHEAD POWER HAS BEEN PLACED UNDERGROUND 8 REMOVE SECTION OF WATER MAIN TO ACCOMMODATE NEW UTILITY IMPROVEMENTS, SEE EXISTING FIRE SPRINKLER NOTE. 9 REMOVE SECTION OF SEWER MAIN TO ACCOMMODATE NEW UTILITY IMPROVEMENTS 10 REMOVE SECTION OF STORM PIPE TO ACCOMMODATE NEW UTILITY IMPROVEMENTS 11 REMOVE LANDSCAPE TREES12 REMOVE EXISTING IRRIGATION LINE13 REMOVE EXISTING POWER (OR ABANDON IN PLACE) 14 14 14 DEMO CHAINLINK FENCE DEMO POWER LINE DEMO WATER LINE DEMO SEWER LINE DEMO OVERHEAD UTILITY REMOVE ECO BLOCK WALLS TOP OF SLOPE LINE TOE OF SLOPE LINE P SS OHU TOP TOE R-438815 MATCHLINE, SEE SHEET C1.1 MATCHLINE, SEE SHEET C1.1 DEMO EXISTING GATE SEE SHEET CR1.1 FOR OFFSITE DEMO AND IMPROVEMENTS 05/15/2026 WASTEWATER UTILITY Mbenoit 06/03/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 GPGP GP GP GP GP GP GP GP GP GP GP GP GP GP GP GP P P GP GP S0 1 ° 2 3 ' 1 0 " W 2 7 8 . 3 5 ' ( M ) RAMP C/C C/C C/C C/C RAMP 12" MAPLE 12" MAPLE 14" MAPLE 8" UNKNOWN DECIDUOUS DRIVEWAY C/G C/G C/G E/C E/C E/CE/C E/C E/C 6' CLF 6' CLF 6' CLF 0.6' 0.5' NOT PART OF SURVEY (TAX PARCEL NO. 3340404150) NOT PART OF SURVEY (TAX PARCEL NO. 3340404150) 0.1' 4.9' 8.0' 6' CLF 6' CLF6' CLF ANGLE POINT BEARS S84°11'E, 0.6' FROM CALCULATED LOT CORNER 6' CLF 6' CLF 6' CLF 6' CLF 8' CLF E/C E/C E/C E/C 5.1' 9.0' 8.2' 17.5' 3.1' 0.3' 10' CLF GATE 0.3' 0.1' 3X8" UNKNOWN DECIDUOUS GATE E/C E/C 6' CLF 6' CLF 6' CLF STOP BAR C/G C/G C/G C/G C/G 30.0' DRIVEWAY E/C RA/W RA/W RA/W RA/W RA/W RA/W BUILDING FINISH FLOOR AT CENTER OF PED. DOOR LABELED "SPRINKLER ROOM" ELEV=21.95' NAVD 88 BUILDING FINISH FLOOR AT CENTER OF DOUBLE PED. DOOR ELEV=22.03' NAVD 88 E/C E/C E/C E/C E/C CONC. CANOPY COLUMN CONC. CANOPY COLUMN CONC. CANOPY COLUMN CONC. CANOPY COLUMN GATE GATE GATE 4' CLF4' CLF 4' CLF 4' CLF 4' CLF 4' CLF EDGE CANOPY (TYPICAL) EDGE CANOPY (TYPICAL) 12"MAPLE 13" MAPLE 17" MAPLE 11" MAPLE 14" MAPLE GATE 6' CLF "STOP" STEEL POST FOR AERIAL WALKER'S RENTON SUBARU PARTS AND SERVICE CENTER SIGN SERVICE CENTER DIRECTIONS SIGN C/C C/C RAMP E/C C/C C/C RAMP STEEL POST FOR AERIAL SUBARU SIGN 26.9'DRIVEWAY C/G RA/W 6' CLF 6' CLF 6' CLF 6' CLF 6' CLF 6' CLF 6' CLF GATE 6' CLF FENCE TRANSITION 6' CLF/6' STEEL 6' STEEL STORMWATER DETENTION POND 6' CLF 6' CLF 6' CLF 6' CLF 6' CLF 8' CLF 8' CLF 8' CLF 8' CLF 8' CLF 6' CLF 4' CLF 0.7' 1.2' 4.4' 2.8' 1.5' 0.8' 0.8' 1.5' 1.4' 1.0' 2.1' 0.4' 0.9' 1.0' 0.9' UNKNOWN USE CLEANOUT RIM=22.06' UNKNOWN USE CLEANOUT RIM=21.96' 525.46'(C) 117.44' S0 1 ° 2 2 ' 4 2 " W 11 6 . 4 3 ' N77°26'10" E 119.92' N0 1 ° 2 2 ' 4 3 " E 11 6 . 3 8 ' L1 8 L17 S0 9 ° 3 9 ' 1 5 " E 10 5 . 0 4 ' L2 0 L2 1 N77°24'38" E 123.29' 11 4 . 3 4 ' S86°20'10"W 391.52' 25 4 . 8 8 ' L1 0 L1 9 FND 1/2" REBAR AND CAP STAMPED "LS 19635" REBAR BEARS S88°24'33"E, 0.23' FROM THE CALCULATED LOT CORNER VISITED 11/18/2024 A/W A/W 0.7' 0.9' 1.0' 0.8' 3-WAY 6' CLF INTERSECTION BEARS S15°13'E, 6.2' 8'/6' CLF INTERSECTION BEARS S26°55'W, 0.8' FROM THE CALCULATED LOT CORNERGATE 8'/6' CLF INTERSECTION BEARS S79°15'W, 2.9' FROM THE CALCULATED LOT CORNER 75 . 2 0 ' PRIVATE INGRESS/EGRESS EASEMENT PER EASEMENT AGREEMENT WITH RIGHTS AND RESPONSIBILITIES AFN 20020612000622 QWEST TELECOMMUNICATIONS EASEMENT PER AFN 20030327000925 PRIVATE INGRESS/EGRESS EASEMENT PER EASEMENT AGREEMENT WITH RIGHTS AND RESPONSIBILITIES AFN 20020612000622 UTILITIES EASEMENT TO THE CITY OF RENTON PER AFN 20010906002177, CITY OF RENTON ORDINANCE 4914 (ENCOMPASSES WHOLE VACATED ALLEY) BUILDING FINISH FLOOR AT CENTER OF BAY DOOR ELEV=21.94' NAVD 88 6' CLF ANGLE POINT BEARS N53°23'W, 1.3' FROM CALCULATED LOT CORNER 8' CLF END BEARS N25°48'W, 1.0' FROM CALCULATED LOT CORNER PSE ELECTRICAL EASEMENT PER AFN 20030128002591 UTILITIES EASEMENT TO THE CITY OF RENTON PER AFN 20010906002177, CITY OF RENTON ORDINANCE 4914 (ENCOMPASSES WHOLE VACATED ALLEY) PSE ELECTRICAL EASEMENT PER AFN 20030128002591 PSE ELECTRICAL EASEMENT PER AFN 20030128002591 UTILITIES EASEMENT TO THE CITY OF RENTON PER AFN 20020207002539, CITY OF RENTON ORDINANCE 4942 (ENCOMPASSES WHOLE VACATED STREET) SE N E C A A V E S W SW 12TH S T SW 13TH S T INTERSTATE 405 EXISTING BUILDING FF: 21.95 FUTURE BUILDING OUTLINE FUTURE BUILDING OUTLINE 22.00 22.00 22.0 0 22.00 22 . 0 0 22.00 23.0 0 23.00 23 . 0 0 22.00 22.0022.00 21.00 21 . 0 0 23 . 0 0 PROTECT EXISTING STORM POND CONTRACTORS TO STABILIZE ALL DISTURBED PORTIONS OF THE SITE USING SEED, MULCH, OR OTHER ENGINEER APPROVED BMP IP (TYP.) AFTER CB INSTALLATION SF CL CL WATER QUALITY STRUCTURE SHALL NOT HAVE ANY SOIL MEDIA INSTALLED PRIOR TO FULL SITE STABILIZATION AND SHALL BE CLEANED PRIOR TO SOIL INSTALLATION NO STAGING, CONSTRUCTION PARKING OR STOCKPILING OFFSITE OR IN PUBLIC ROW. ID CD MAINTAIN ACCESS TO GATE FOR NEIGHBORING PROPERTY OWNER DURING CONSTRUCTION OR HAVE AN AGREEMENT IN PLACE THAT ALLOWS FOR ACCESS TO BE CLOSED. REMOVE TREE REMOVE TREE REMOVE TREE CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 N GRAPHIC SCALE 0 20 40 1" = 20 FEET 10 TESC LEGEND 16 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN C1.2Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ F i n a l D e s i g n \ 2 2 4 0 8 1 9 - S H - T E S C . d w g INLET PROTECTION SILT FENCE (MAINTAIN EXISTING) CLEARING LIMITS CONSTRUCTION ENTRANCE (MAINTAIN EXISTING) INTERCEPTOR DITCH CHECK DAM TREE PROTECTION FENCING CL SF IP CE SAWCUT LINE CE CE EROSION CONTROL AND SEDIMENT CONTROL (ESC) FACILITIES SHALL NOT BE ALLOWED TO FALL INTO DISREPAIR. ALL ESC FACILITIES SHALL BE INSPECTED AS A MINIMUM, ACCORDING TO THE FOLLOWING SCHEDULE: DRY SEASON: ONCE A WEEK WET SEASON: DAILY, AND AFTER EVERY RAINFALL EVENT PRODUCING RUNOFF. NEEDED REPAIRS SHALL BE MADE WITHIN 24 HOURS OR IMMEDIATELY IF POSSIBLE. INSPECTION SCHEDULE FOR ESC FACILITIES 3 C1.3 2 C1.3 4 C1.3 THE WALKER'S RENTON SUBARU SERVICE DEPARTMENT EXPANSION SITE PLAN REVIEW, CONDITIONAL USE PERMIT, AND MODIFICATION, FILE NO. LUA25-000171, ECF, CU-A, SA-A, MOD, AS DEPICTED IN EXHIBIT 3, IS APPROVED AND IS SUBJECT TO THE FOLLOWING CONDITIONS: 1.THE APPLICANT SHALL COMPLY WITH THE THREE (3) MITIGATION MEASURES INCLUDED AS PART OF THE DETERMINATION OF NON-SIGNIFICANCE - MITIGATED (DNS-M) ISSUED BY THE RENTON ENVIRONMENTAL REVIEW COMMITTEE ON JULY 7, 2025. a.THE PROJECT CONSTRUCTION SHALL COMPLY WITH THE RECOMMENDATIONS FOUND IN THE GEOTECHNICAL ENGINEERING REPORT, PREPARED BY MIGIZI GROUP AND DATED DECEMBER 11, 2024, OR FUTURE ADDENDA. b.THE APPLICANT’S GEOTECHNICAL ENGINEER SHALL REVIEW THE FINAL CONSTRUCTION AND BUILDING PERMIT PLANS TO VERIFY CONSISTENCY WITH THE REPORT RECOMMENDATIONS. A STAMPED LETTER SHALL BE PROVIDED TO THE CITY CONFIRMING THAT THE PLANS MEET THE INTENT OF THE GEOTECHNICAL RECOMMENDATIONS. c.THE APPLICANT SHALL SAMPLE SOIL FOR ARSENIC AND LEAD FOLLOWING THE 2019 TACOMA SMELTER PLUME GUIDANCE. IF LEAD OR ARSENIC ARE FOUND AT CONCENTRATIONS ABOVE THE MODEL TOXICS CONTROL ACT (MTCA) CLEANUP LEVEL, CONSTRUCTION WORKERS AND EMPLOYEES ON-SITE SHALL BE NOTIFIED OF THEIR OCCURRENCE. 2.THE APPLICANT SHALL SUBMIT A REVISED SITE PLAN WITH THE BUILDING PERMIT APPLICATION THAT IDENTIFIES ONE (1) OR MORE REFUSE AND RECYCLABLES ENCLOSURES COMPLIANT WITH THE SIZE REQUIREMENTS IN RMC 4-4-090E.3 OR OBTAIN MODIFICATION APPROVAL TO REDUCE THE MINIMUM SIZE REQUIREMENT. THE REFUSE AND RECYCLING ENCLOSURE(S) SHALL BE SIZED BASED ON THE COMBINED SQUARE FOOTAGE OF BOTH DEALERSHIPS TO ENSURE ADEQUATE SPACE IS PROVIDED. THE REVISED SITE PLAN OR MODIFICATION SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 3.THE APPLICANT SHALL PROVIDE DETAILED PLANS FOR A MINIMUM OF SIX (6) BICYCLE PARKING SPACES MEETING THE STANDARDS OF RMC 4-4-080F.11. THE DESIGN, SPECIFICATIONS, AND PLACEMENT OF THE BICYCLE PARKING SPACES SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 4.THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN IDENTIFYING ON-SITE LANDSCAPING THAT TOTALS A MINIMUM OF TWO AND ONE-HALF PERCENT (2.5%) OF THE SITE AREA. THE REVISED LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 5.THE APPLICANT SHALL SUBMIT A LIGHTING PLAN THAT DEMONSTRATES COMPLIANCE WITH RENTON MUNICIPAL CODE AND PROVIDE ENOUGH LIGHT FOR SAFETY BUT DOES NOT PROVIDE EXCESSIVE LIGHT ACROSS THE SITE THAT WOULD IMPACT ADJACENT PROPERTIES AT THE TIME OF CONSTRUCTION PERMIT REVIEW. CONDITIONS OF APPROVAL R-438816 TEMPORARY SEDIMENT TRAP MIN SURFACE AREA: 1501 SF TOP POND: 21.0 6' WIDE SPILLWAY: 20.0 BOTTOM POND: 17.5 USE EXISTING BIOSWALE AS TEMPORARY SEDIMENT TRAP. BIOSWALE OUTLET TO BE PLUGGED/REMOVED PRIOR TO CONSTRUCTION RUNOFF BEING DIRECTED INTO THE SEDIMENT TRAP. CONCRETE WASHOUT AREA, CONTRACTOR TO PROVIDE CONCRETE WASHOUT AS NECESSARY ID CD 2 C1.4 3 C1.4 TP 4 C1.4 TP(TYP.) 05/15/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 17 TESC NOTES AND DETAILS C1.3Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ F i n a l De s i g n \ 2 2 4 0 8 1 9 - S H - T E S C - D E T L . d w g 1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT’S CONTRACTOR. 2.THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3.THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM THE PRE-CONSTRUCTION MEETING TO POST-PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4.THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION, AS PRESCRIBED ON THE PLAN(S), SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RSWDM) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK-OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6.WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF-SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON-SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7.ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON-SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8.ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9.THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10.APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11.ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RSWDM. 13.WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14.ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15.THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16.BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLANS SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17.AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18.ANY PERMANENT STORMWATER FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19.AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON-SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20.PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21.PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT-LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON-SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR SMALL AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22.ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. EROSION CONTROL (ESC) STANDARD PLAN NOTES (PER COR STD 268.00) 1 PLASTIC COVERING 2 SILT FENCE 3 STABILIZED CONSTRUCTION ENTRANCE 4 CATCH BASIN INSERT R-438817 CONSTRUCTION SEQUENCE 1.SURVEY AND FLAG CLEARING LIMITS. 2.SCHEDULE AND ATTEND PRECONSTRUCTION MEETING WITH CITY OF RENTON. 3.PROVIDE MISC. DEMOLITION AND CLEAR AND GRUB AREA WITHIN CLEARING LIMITS REQUIRED FOR INSTALLATION OF TEMPORARY EROSION CONTROL FACILITIES. ALL EROSION AND SEDIMENT CONTROL FACILITIES SHOWN ON THE EROSION CONTROL PLAN SHALL BE INSTALLED PRIOR TO, OR AS A FIRST STAGE OF SITE PREPARATION. 4.PROVIDE CONSTRUCTION ENTRANCE, SILT FENCE, AND CATCH BASIN INLET PROTECTION AS SHOWN ON SHEET C1.2. 5.THE CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES WEEKLY AND PROVIDE REPAIRS AS NEEDED. 6.PROVIDE COVER MEASURES TO INCLUDE ARMORING, MULCHING AND HYDROSEEDING TO STABILIZE DENUDED AREAS AND PREVENT THE TRANSPORT OF SEDIMENT-LADEN STORMWATER OFF-SITE. 7.PROVIDE STORM SYSTEM, SANITARY SYSTEM, WATER AND MISCELLANEOUS UTILITIES AS SHOWN ON THE PLANS. PROVIDE 6" VERTICAL AND 7' HORIZONTAL CLEARANCE (OUTSIDE SURFACES) BETWEEN STORM DRAIN LINES AND OTHER UTILITY PIPES AND CONDUITS. 8.PROVIDE CATCH BASIN SEDIMENT PROTECTION ON ALL CATCH BASINS. 9.FINE GRADE SITE AND PAVE. COORDINATE WITH THE CITY FOR REQUIRED INSPECTIONS. 10.REMOVE SEDIMENT FROM STORM PIPES AND CATCH BASIN SUMPS. 11.STABILIZE ALL REMAINING DISTURBED AREAS. 12.COORDINATE WITH THE CITY OF RENTON FOR FINAL INSPECTION. 13.REMOVE REMAINING TEMPORARY EROSION CONTROL DEVICES WHEN AREA HAS BEEN PERMANENTLY STABILIZED WITH VEGETATION AND REMOVAL IS APPROVED BY THE CITY. 05/15/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 18 TESC NOTES AND DETAILS CONT. C1.4Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ F i n a l De s i g n \ 2 2 4 0 8 1 9 - S H - T E S C - D E T L . d w g 10. SEED SHALL NOT BE USED IN AREAS SUBJECT TO WEAR BY CONSTRUCTION TRAFFIC. 3. APPLICATION TO BE 100 LBS/ACRE. SEDIMENT BASINS. AND WETLANDS. 6. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE 7. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH 8. THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE 9. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS. 5. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE IRRIGATION 4. 500 LBS/ACRE 10-20-20 FERTILIZER, 2000 LBS/ACRE WOOD FIBER CELLULOSE AND AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT SEED BED WILL BE NECESSARY. (E.G., GEOTEXTILES, JUTE MAT, CLEAR PLASTIC AS GRADIENT TERRACES, INTERCEPTOR DIKES, SWALES, LEVEL SPREADERS AND ROUGHENING. PERFORM ALL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES 40 LBS/ACRE SOIL BINDER OR TACKING AGENT TO BE APPLIED WITH SEED MIXTURE. COVERING.) SLOPE. STRUCTURE. NOTES" ON THIS SHEET. HYDROSEEDING NOTES: 2. HYDROSEEDING TO BE THE FOLLOWING MIXTURE: 1. HYDROSEEDING SHALL BE APPLIED IN ACCORDANCE WITH THE "EROSION CONTROL 1.MULCH MATERIALS USED SHALL BE HAY OR STRAW, AND SHALL BE APPLIED AT THE RATE OF 2 TONS/ACRE. (MIN. 2" THICK) 2.MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES GREATER THAN 2:1. 3.MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. 4.ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1. MULCHING NOTES: R-438818 1 SEDIMENT TRAP 2 INTERCEPTOR SWALE 3 DITCH CHECK DAMS 4 TREE PROTECTION 1.FROM OCTOBER 1ST THROUGH APRIL 30TH, NO SOILS SHALL BE EXPOSED FOR MORE THAN TWO CONSECUTIVE WORKING DAYS. THIS TWO-DAY REQUIREMENT MAY BE APPLIED AT OTHER TIMES OF THE YEAR IF STORM EVENTS WARRANT MORE CONSERVATIVE MEASURES. 2.EXPOSED SOILS SHALL BE STABILIZED AT THE END OF THE WORKDAY PRIOR TO A WEEKEND, HOLIDAY, OR PREDICTED RAIN EVENT. 3.A WEEKLY MAINTENANCE REPORT IS REQUIRED TO BE SUBMITTED TO CED. WET SEASON NOTES: 1.PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILS AND SHALL MEET THE REQUIREMENTS OF THE STATE STANDARD SPECIFICATIONS SECTION 9-14.5. 2.COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10-FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHALL BE AT LEAST A 12 INCH OVERLAP OF ALL SEAMS. 3.CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON AREAS SEEDED BETWEEN NOVEMBER 1 AND MARCH 31 AND REMAIN UNTIL VEGETATION IS FIRMLY ESTABLISHED. 4.WHEN THE COVERING IS USED ON UN-SEEDED SLOPES, IT SHALL BE KEPT IN PLACE UNTIL THE NEXT SEEDING PERIOD. 5.PLASTIC COVERING SHEET SHALL BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH SHEETS. 6.PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPS AND DISLODGED ENDS. PLASTIC COVERING NOTES: 05/15/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 L15 GP GP GP GP GP GPGP GP GP GP GP GP GP GP GP GP G PGP GP GP GP GP GP P GP GP GP GP P GP GP GP GP GP GP GP N77°27'44" E 9 8 8 . 6 6 ' ( C ) S0 1 ° 2 7 ' 1 4 " W 3 0 0 . 8 4 ' S0 1 ° 2 3 ' 1 0 " W 2 7 8 . 3 5 ' ( M ) S0 1 ° 2 1 ' 0 3 " W 1 0 7 6 . 5 8 ' ( M ) 525.46'(C) 30 ' 3 0 ' 30'30' 16 ' 1 6 ' 16 ' 80' 80' 80'80' 90'90' N0 1 ° 2 6 ' 1 4 " E 10 9 . 1 8 ' 237.36' 117.44' S0 1 ° 2 2 ' 4 2 " W 11 6 . 4 3 ' N77°26'10" E 119.92' N0 1 ° 2 2 ' 4 3 " E 11 6 . 3 8 ' L1 8 L17 S0 9 ° 3 9 ' 1 5 " E 10 5 . 0 4 ' L16 L2 0 L2 1 N77°24'38" E 123.29' 11 4 . 3 4 ' S86°20'10"W 391.52' 25 4 . 8 8 ' L13 L8 L1 2 L9 L1 0 L11 L6 L4 L3 L2 L5 L7 L1 L1 9 GP GP P C C 10 9 . 2 0 ' 8' 75 . 2 0 ' QWEST TELECOMMUNICATIONS EASEMENT PER AFN 20030327000925 PRIVATE INGRESS/EGRESS EASEMENT PER EASEMENT AGREEMENT WITH RIGHTS AND RESPONSIBILITIES AFN 20020612000622 QWEST TELECOMMUNICATIONS EASEMENT PER AFN 20030327000925 PRIVATE INGRESS/EGRESS EASEMENT PER EASEMENT AGREEMENT WITH RIGHTS AND RESPONSIBILITIES AFN 20020612000622 UTILITIES EASEMENT TO THE CITY OF RENTON PER AFN 20010906002177, CITY OF RENTON ORDINANCE 4914 (ENCOMPASSES WHOLE VACATED ALLEY) PSE ELECTRICAL EASEMENT PER AFN 20030128002591 UTILITIES EASEMENT TO THE CITY OF RENTON PER AFN 20010906002177, CITY OF RENTON ORDINANCE 4914 (ENCOMPASSES WHOLE VACATED ALLEY) PSE ELECTRICAL EASEMENT PER AFN 20030128002591 PSE ELECTRICAL EASEMENT PER AFN 20030128002591 N1 ° 2 2 ' 4 6 " E 33 0 . 0 8 ' N77° 27' 44 " E 117.47' S1 ° 2 2 ' 4 2 " W 11 6 . 4 3 ' N77° 26' 10 " E 119.92' N1 ° 2 2 ' 4 3 " E 11 6 . 3 8 ' N77° 27' 44 " E 29.98' N77° 27' 4 4 " E 63.89' S9 ° 3 9 ' 1 5 " E 1 0 5 . 0 4 ' S77° 26' 1 0 " W 84.61' N1 ° 2 2 ' 4 3 " E 10 8 . 1 2 ' S1 ° 2 2 ' 4 3 " W 10 8 . 1 2 ' S8 ° 5 7 ' 1 5 " E 6 0 . 1 2 ' N77° 24' 3 8 " E 123.29' S1 ° 2 1 ' 0 3 " W 11 4 . 3 4 ' S86° 20' 10"W 391.52' SE N E C A A V E S W SW 12TH S T LI N D A V E S W SW 13TH S T INTERSTATE 405 FOUND ENCASED IN LEAD 1 7/8" BRASS DISK W/PUNCH 0.9' BELOW CASE RIM HELD FOR THE CENTERLINE ALIGNMENT OF LIND AVENUE SW ONLY VISITED 11/04/2024 FOUND TACK IN LEAD SET CONCRETE BASE, 1.0' BELOW ROAD GRADE. HELD FOR THE CENTERLINE INTERSECTION OF SW 12TH STREET AND RAYMOND AVENUE. VISITED 11/04/2024 FOUND 1/2" REBAR AND CAP STAMPED "LS19635". REBAR BEARS S88°24'33"E, 0.23' FROM THE CALCULATED LOT CORNER. VISITED 11/18/2024 FOUND 1/2" REBAR AND CAP, 0.3' BELOW ROAD GRADE. HELD FOR THE CENTERLINE INTERSECTION OF SENECA AVENUE SW AND SW 13TH STREET. VISITED 11/04/2024 BLDG ADDITION FF: 21.95 EXISTING BUILDING FF: 21.95 BLDG ADDITION 18' (TYP)9' (TYP) 16' (TYP) 9' (TYP) 18' (TYP) 9' (TYP) 8' (TYP) 18' (TYP) 18' (TYP) 8' (TYP) 18' (TYP) 9' (TYP) TRASH ENCLOSURE WHEEL STOP (TYP) X VC VC X NC EC NC EC NC VC FC X PROVIDE NEW FENCE SECTION TO ENCLOSE POND. MATCH EXISTING FENCE TYPE, MATERIAL AND HEIGHT. EMERGENCY VEHICLE ACCESS SEE NOTE 8 R45.00' R25.00' R25.00' R45.00' R25.00' R45.00' 20.00' 20.00'CURBING INSTALLED MINIMUM 2.0' FROM EDGE OF POLE. SEE FRONTAGE PLANS. BICYCLE PARKING. REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS. EMERGENCY VEHICLE ACCESS SEE NOTE 8 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 N GRAPHIC SCALE 0 30 60 1" = 30 FEET 15 19 SITE PLAN AND HORIZONTAL CONTROL C2.1Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ F i n a l De s i g n \ 2 2 4 0 8 1 9 - S H - S I T E - P L A N . d w g CONCRETE SURFACING ASPHALT SURFACING (STANDARD DUTY) EXTRUDED CURB NO CURB EC NC 1.REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL SITE DETAILS INCLUDING STRIPING, CONCRETE SCORING, AND TRASH ENCLOSURE DETAILS. 2.REFER TO ARCHITECTURAL PLANS FOR DISPLAY PARKING VS STRIPED CUSTOMER PARKING 3.CAD FILE IS AVAILABLE TO ASSIST WITH HORIZONTAL SITE LAYOUT 4.REFER TO LANDSCAPE PLANS FOR TOPSOIL, SEEDING, AND PLANTING REQUIREMENTS. 5.PROVIDE EXTRUDED CURB AT ALL PARKING LOT ISLANDS 6.ALL DIMENSIONS ARE TO FACE OF CURB 7.CONTRACTOR TO COORDINATE FIRE ACCESS REQUIREMENTS, SEQUENCING, HYDRANT SHUT OFFS DURING WATER MAIN CONSTRUCTION WITH RRFA AND COR WATER UTILITY DURING DEMOLITIONS AND VERTICAL CONSTRUCTION. 8.LIMITS OF EMERGENCY VEHICLE ACCESS TO BE STRIPED WITH HIGH-VISIBILITY RED OR YELLOW PAINT. "NO PARKING - FIRE LANE" TO BE PAINTED ON ASPHALT AT 50' INTERVALS. HELD COMPUTED NAD 83/91, WASHINGTON STATE PLANE, NORTH ZONE, GRID BEARING OF NORTH 89°43'16" WEST BETWEEN A MONUMENT FOUND AT THE INTERSECTION OF LIND AVE. SW AND SW 16TH ST., BEING CITY OF RENTON CONTROL ID. 1895, TO A MONUMENT FOUND ON ALONG THE NORTHERLY MARGIN OF SW 16TH ST. AT A BRIDGE CROSSING OF SPRINGBROOK CREEK, BEING CITY OF RENTON CONTROL ID. 1891, RESPECTIVELY. NAD 83/91, WASHINGTON STATE PLANE, NORTH ZONE, AS DEFINED BY THE CITY OF RENTON PUBLISHED HORIZONTAL CONTROL NETWORK UNIT OF MEASUREMENT IS U.S. SURVEY FEET ALL DISTANCES SHOWN ARE GROUND A COMBINED GRID SCALE FACTOR OF 0.999987504615 (GRID TO GROUND) WAS HELD AT CITY OF RENTON CONTROL ID. 1895 NAVD 88 (AS DEFINED BY THE PUBLISHED CITY OF RENTON VERTICAL BENCHMARK NETWORK) (NGS2018 GEOID - USED) BASIS OF BEARING HORIZONTAL DATUM VERTICAL DATUM SURFACING LEGEND GENERAL NOTES VERTICAL CURBVC CHANGE CURB TYPE / END CURBX 5 C2.2 1 C2.2 3 C2.2 4 C2.2 6 C2.2 R-4388019 R45.00' R25.00' R45.00' R25.00' 05/15/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 20 SURFACING DETAILS C2.2Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ F i n a l De s i g n \ 2 2 4 0 8 1 9 - S H - S I T E - P L A N . d w g 2" 4" NOTES: 1.ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. 2.THE CONTRACTOR SHALL EXPOSE EXISTING SUBGRADE, PROOF ROLL AND COMPACT TO 95%. IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. CRUSHED SURFACING BASE COURSE PER WSDOT 9.03-9(3) HMA CLASS 1/2", PG 64-22 6"10" 5"2.5"CURB, WSDOT SPEC. 8-04 CEMENT CONCRETE FOR FILL BEHIND CURBS SEE LANDSCAPE PLAN 6" 2.5"CUT/SAWED JOINT BOTTOM OF @ 15' INTERVAL 1" NOTE CONSTRUCTION SHALL CONFORM TO WSDOT SPECIFICATION 8-04.3. 24" MIN. DEPTH STRUCTURAL FILL COMPACTED TO 95% 8" 12" PAVEMENT (ON-SITE ONLY)(ON-SITE ONLY) (ON-SITE ONLY) 7 3/4" 1" R 6" 1' - 4 " 1/ 2 " 5 1/2" NOTE CONSTRUCTION SHALL CONFORM TO WSDOT SPEC. 8-04.3 FINISH GROUND GRADE PAVEMENT ATTACHMENT DETAIL ELEVATION PLAN NOTES: 1.THE NON-SHRINK GROUT USED TO ATTACH THE PRECAST CURB SHALL CONSIST OF 3:1 SAND AND CEMENT. GROUT TO A DEPTH OF 1" FROM THE TOP OF THE BUMPER. 2.LOCATIONS FOR WEEPHOLES, AND V-SLOTS SHALL BE IDENTIFIED ON THE DELIVERY ORDER DRAWINGS. 3.CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 13/16" DIA. HOLES9" 6' 2" CLR (TYP) 6" 5" 2 1/2"2 1/2" 6" 10" #3 BARS (2) NON-SHRINK GROUT 18" MIN #6 BAR (2) #3 BARS (2) 1 NOT TO SCALE EXTRUDED CURB 2 NOT TO SCALE FLUSH CURB 3 NOT TO SCALE VERTICAL CURB 4 NOT TO SCALE STANDARD PAVEMENT SECTION 5 NOT TO SCALE WHEEL STOP PER PLAN 1/4" EDGED GROOVE COMPACTED SUBGRADE 1.SUBGRADE COMPACTION FOR CONCRETE CURB AND WALKS SHALL BE 95% OF MAXIMUM DENSITY. 2.EXPANSION JOINTS CONSISTING OF 3/16" BY 2" PREMOLDED JOINT MATERIAL SHALL BE PLACED AT 15 FOOT INTERVALS; AT DRIVEWAY RETURNS; AND AROUND ALL UTILITY POLES, METER BOXES, ETC. IN SIDEWALKS. 3.PROVIDE WELDED WIRE MESH (4x4 W1.7/W1.7) IN ALL AREAS SUBJECT TO VEHICLE LOADING. NOTES: 4" CEMENT CONCRETE SIDEWALK (CLASS 3000) 2" CRUSHED SURFACING TOP COURSE PER WSDOT STANDARD SPECIFICATION 9-03.9(3) 6 NOT TO SCALE CEMENT CONCRETE SECTION (ON-SITE ONLY) FINISH GRADE AT BACK OF CURB TO BE AT SAME HEIGHT AS PAVEMENT R-438820 05/15/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 GPGP GP GP GP GP GP GP GP GP GP GP GP GP GP GP GP P P GP GP S0 1 ° 2 3 ' 1 0 " W 2 7 8 . 3 5 ' ( M ) RAMP C/C C/C C/C C/C RAMP 12" MAPLE 12" MAPLE 14" MAPLE 8" UNKNOWN DECIDUOUS DRIVEWAY C/G C/G C/G E/C E/C E/CE/C E/C E/C 6' CLF 6' CLF 6' CLF 0.6' 0.5' NOT PART OF SURVEY (TAX PARCEL NO. 3340404150) NOT PART OF SURVEY (TAX PARCEL NO. 3340404150) 0.1' 4.9' 8.0' 6' CLF 6' CLF6' CLF ANGLE POINT BEARS S84°11'E, 0.6' FROM CALCULATED LOT CORNER 6' CLF 6' CLF 6' CLF 6' CLF 8' CLF E/C E/C E/C E/C 5.1' 9.0' 8.2' 17.5' 3.1' 0.3' 10' CLF GATE 0.3' 0.1' 3X8" UNKNOWN DECIDUOUS GATE E/C E/C 6' CLF 6' CLF 6' CLF STOP BAR C/G C/G C/G C/G C/G 30.0' DRIVEWAY E/C RA/W RA/W RA/W RA/W RA/W RA/W BUILDING FINISH FLOOR AT CENTER OF PED. DOOR LABELED "SPRINKLER ROOM" ELEV=21.95' NAVD 88 BUILDING FINISH FLOOR AT CENTER OF DOUBLE PED. DOOR ELEV=22.03' NAVD 88 E/C E/C E/C E/C E/C CONC. CANOPY COLUMN CONC. CANOPY COLUMN CONC. CANOPY COLUMN CONC. CANOPY COLUMN GATE GATE GATE 4' CLF4' CLF 4' CLF 4' CLF 4' CLF 4' CLF EDGE CANOPY (TYPICAL) EDGE CANOPY (TYPICAL) 12"MAPLE 13" MAPLE 17" MAPLE 11" MAPLE 14" MAPLE GATE 6' CLF "STOP" STEEL POST FOR AERIAL WALKER'S RENTON SUBARU PARTS AND SERVICE CENTER SIGN SERVICE CENTER DIRECTIONS SIGN C/C C/C RAMP E/C C/C C/C RAMP STEEL POST FOR AERIAL SUBARU SIGN 26.9'DRIVEWAY C/G RA/W 6' CLF 6' CLF 6' CLF 6' CLF 6' CLF 6' CLF 6' CLF GATE 6' CLF FENCE TRANSITION 6' CLF/6' STEEL 6' STEEL STORMWATER DETENTION POND 6' CLF 6' CLF 6' CLF 6' CLF 6' CLF 8' CLF 8' CLF 8' CLF 8' CLF 8' CLF 6' CLF 4' CLF 0.7' 1.2' 4.4' 2.8' 1.5' 0.8' 0.8' 1.5' 1.4' 1.0' 2.1' 0.4' 0.9' 1.0' 0.9' UNKNOWN USE CLEANOUT RIM=22.06' UNKNOWN USE CLEANOUT RIM=21.96' 525.46'(C) 117.44' S0 1 ° 2 2 ' 4 2 " W 11 6 . 4 3 ' N77°26'10" E 119.92' N0 1 ° 2 2 ' 4 3 " E 11 6 . 3 8 ' L1 8 L17 S0 9 ° 3 9 ' 1 5 " E 1 0 5 . 0 4 ' L2 0 L2 1 N77°24'38" E 123.29' 11 4 . 3 4 ' S86°20'10"W 391.52' 25 4 . 8 8 ' L1 0 L1 9 FND 1/2" REBAR AND CAP STAMPED "LS 19635" REBAR BEARS S88°24'33"E, 0.23' FROM THE CALCULATED LOT CORNER VISITED 11/18/2024 A/W A/W 0.7' 0.9' 1.0' 0.8' 3-WAY 6' CLF INTERSECTION BEARS S15°13'E, 6.2' 8'/6' CLF INTERSECTION BEARS S26°55'W, 0.8' FROM THE CALCULATED LOT CORNERGATE 8'/6' CLF INTERSECTION BEARS S79°15'W, 2.9' FROM THE CALCULATED LOT CORNER 75 . 2 0 ' PRIVATE INGRESS/EGRESS EASEMENT PER EASEMENT AGREEMENT WITH RIGHTS AND RESPONSIBILITIES AFN 20020612000622 QWEST TELECOMMUNICATIONS EASEMENT PER AFN 20030327000925 PRIVATE INGRESS/EGRESS EASEMENT PER EASEMENT AGREEMENT WITH RIGHTS AND RESPONSIBILITIES AFN 20020612000622 UTILITIES EASEMENT TO THE CITY OF RENTON PER AFN 20010906002177, CITY OF RENTON ORDINANCE 4914 (ENCOMPASSES WHOLE VACATED ALLEY) BUILDING FINISH FLOOR AT CENTER OF BAY DOOR ELEV=21.94' NAVD 88 6' CLF ANGLE POINT BEARS N53°23'W, 1.3' FROM CALCULATED LOT CORNER 8' CLF END BEARS N25°48'W, 1.0' FROM CALCULATED LOT CORNER PSE ELECTRICAL EASEMENT PER AFN 20030128002591 UTILITIES EASEMENT TO THE CITY OF RENTON PER AFN 20010906002177, CITY OF RENTON ORDINANCE 4914 (ENCOMPASSES WHOLE VACATED ALLEY) PSE ELECTRICAL EASEMENT PER AFN 20030128002591 PSE ELECTRICAL EASEMENT PER AFN 20030128002591 UTILITIES EASEMENT TO THE CITY OF RENTON PER AFN 20020207002539, CITY OF RENTON ORDINANCE 4942 (ENCOMPASSES WHOLE VACATED STREET) A C3.2 B C3.2 SE N E C A A V E S W SW 12TH S T SW 13TH S T INTERSTATE 405 EG: 22.00 EG: 21.99 EG: 21.95 EG: 21.75 EG: 20.67 EG: 20.43 GRADING LIMITS BLDG ADDITION FF: 21.95 HP: 21.67 FG: 21.95 FG: 21.95 FG: 21.95 FG: 21.95 4 . 1 6 % 2. 2 6 % 3.92% 1.66% 3.44% 3.00% 1.39% 1 . 6 5 % 0.9 5 % 2 . 7 0 % FG: 21.95 HP: 21.81 HP: 21.76 HP: 21.8221.50 21.7 5 21.75 21.75 22.00 21 . 7 5 22 . 0 0 22. 2 5 22 . 5 0 22. 7 5 20 . 7 5 2 1 . 0 0 2 1 . 2 5 2 1 . 5 0 2 1 . 7 5 1 . 7 9 % EXISTING BUILDING FF: 21.95 BLDG ADDITION 1.1 8 % 1.30% 1.7 2 % EG: 21.40 21.00 22.00 21.75 22.0 0 22.25 22.50 22.75 23.00 FG: 22.08 FG: 23.21 FG: 23.04 FG: 23.04 FG: 22.64 FG: 22.24 FG: 22.17 FG: 21.80 0.45% 1 . 0 5 % 2.33% 0.58 % 1.1 2 % 2.14% 1.84% 22 . 0 0 23 . 0 0 CB #8 RIM: 22.93 CB #4 RIM: 21.60 CB #2 RIM: 21.60 CB #3 RIM: 21.60 CB #1 RIM: 21.59 CB #5 RIM: 21.66 CB #6 RIM: 21.40 EXIST. CB1 RIM: 21.31 EXIST. CB3 RIM: 21.20 CB #7 RIM: 21.17 EXIST. CB2 RIM: 21.46 EXIST. CB4 RIM: 21.20 FLOWLINE FG: 21.85 FG: 21.80 EG: 21.57 EG: 21.75EG: 21.66FG: 21.81 FG: 22.12 FG: 21.16 FG: 21.69 ??? 38.31% EG: 21.50 EG: 21.73 FG: 20.92 EG: 21.46 EG: 21.36 EG: 21.26 FG: 21.91 FG: 21.80 FG: 21.90 FG: 21.82 FG: 21.81 FG: 21.74 FG: 21.20 FG: 21.78 RIDGE LINE FG: 21.95 FG: 21.80 AREA DRAIN RIM: 21.64 FG: 21.20 FG: 21.65 FG: 21.92 EG: 22.06 22. 2 5 22 . 0 0 21 . 2 5 1.1 1 % 1 . 4 5 % FG: 21.90 FG: 21.81 FG: 21.55 EG: 21.59 EG: 21.52 EG: 21.39 EG: 21.41 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 N GRAPHIC SCALE 0 20 40 1" = 20 FEET 10 HELD COMPUTED NAD 83/91, WASHINGTON STATE PLANE, NORTH ZONE, GRID BEARING OF NORTH 89°43'16" WEST BETWEEN A MONUMENT FOUND AT THE INTERSECTION OF LIND AVE. SW AND SW 16TH ST., BEING CITY OF RENTON CONTROL ID. 1895, TO A MONUMENT FOUND ON ALONG THE NORTHERLY MARGIN OF SW 16TH ST. AT A BRIDGE CROSSING OF SPRINGBROOK CREEK, BEING CITY OF RENTON CONTROL ID. 1891, RESPECTIVELY. NAD 83/91, WASHINGTON STATE PLANE, NORTH ZONE, AS DEFINED BY THE CITY OF RENTON PUBLISHED HORIZONTAL CONTROL NETWORK UNIT OF MEASUREMENT IS U.S. SURVEY FEET ALL DISTANCES SHOWN ARE GROUND A COMBINED GRID SCALE FACTOR OF 0.999987504615 (GRID TO GROUND) WAS HELD AT CITY OF RENTON CONTROL ID. 1895 NAVD 88 (AS DEFINED BY THE PUBLISHED CITY OF RENTON VERTICAL BENCHMARK NETWORK) (NGS2018 GEOID - USED) PROJECT PRIMARY BENCHMARK: CITY OF RENTON CONTROL ID. 1895 PUBLISHED ELEVATION: 25.702' NAVD 88 DESCRIPTION: ENCASED 3" BRASS DISK W/PUNCH LOCATED AT THE INTERSECTION OF LIND AVE. SW AND SW 16TH ST. PROJECT SECONDARY BENCHMARK: CITY OF RENTON CONTROL ID. 1891 PUBLISHED ELEVATION: 24.1568' NAVD 88 OBSERVED ELEVATION: 24.06' NAVD 88 DESCRIPTION: MONUMENT FOUND ALONG THE NORTHERLY MARGIN OF SW 16TH ST. AT A BRIDGE CROSSING OF SPRINGBROOK CREEK. SITE BENCHMARK OBSERVED ELEVATION: 27.41' NAVD 88 DESCRIPTION: ENCASED 1 7/8" BRASS DISK W/PUNCH AT THE INTERSECTION OF SW GRADY WAY AND SENECA AVE. SW BASIS OF BEARING HORIZONTAL DATUM VERTICAL DATUM 21 GRADING PLAN C3.1Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ F i n a l D e s i g n \ 2 2 4 0 8 1 9 - S H - G R A D . d w g EARTHWORK SITE AREA:92,783 SF PROPOSED CUT:22 CU YD PROPOSED FILL:722 CU YD (IMPORT) EARTHWORK QUANTITIES PROVIDED ARE FOR PERMITTING PURPOSES ONLY, CONTRACTOR SHALL DETERMINE EARTHWORK QUANTITIES FOR CONSTRUCTION R-438821 05/15/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 20 25 20 25 10+00 FG FG 2 1 . 5 1 10+50 FG 2 1 . 8 5 FG 2 1 . 7 5 11+00 FG 2 1 . 5 7 FG 2 1 . 6 9 11+50 FG 2 1 . 9 5 FG 2 1 . 9 5 12+00 FG 2 1 . 9 5 FG 2 1 . 9 5 12+50 FG 2 1 . 9 5 FG 2 1 . 8 2 13+00 FG PROPOSED GRADE ELEVATION AT SECTION LINEEXISTING GRADE ELEVATION AT SECTION LINE EXISTING GRADE AT SECTION LINE PROPOSED GRADE AT SECTION LINE BLDG ADDITION APPROXIMATE SUB-GRADE (REMOVE ASPHALT) 8" SLAB PROPERTY LINE PROPERTY LINE 20 25 20 25 50+00 FG FG 50+50 FG 2 1 . 9 5 FG 2 1 . 9 5 51+00 FG 2 1 . 9 5 FG 2 1 . 9 5 51+50 FG 2 1 . 9 1 FG 2 1 . 8 3 52+00 FG PROPOSED GRADE ELEVATION AT SECTION LINEEXISTING GRADE ELEVATION AT SECTION LINE PROPOSED GRADE AT SECTION LINE EXISTING GRADE AT SECTION LINE 8" SLAB APPROXIMATE SUB-GRADE (REMOVE ASPHALT) PROPERTY LINE CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 EXISTING BLDG BLDG ADDITION 22SITE CROSS SECTIONS C3.2Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ F i n a l D e s i g n \ 2 2 4 0 8 1 9 - S H - G R A D . d w g A SCALE: H:1" = 20', V:1" = 2' SECTION A B SCALE: H:1" = 20', V:1" = 2' SECTION B R-438822 05/15/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 GPGP GP GP GP GP GP GP GP GP GP GP GP GP GP GP GP P P GP GP S0 1 ° 2 3 ' 1 0 " W 2 7 8 . 3 5 ' ( M ) RAMP C/C C/C C/C C/C RAMP 12" MAPLE 12" MAPLE 14" MAPLE 8" UNKNOWN DECIDUOUS DRIVEWAY C/G C/G C/G E/C E/C E/CE/C E/C E/C 6' CLF 6' CLF 6' CLF 0.6' 0.5' NOT PART OF SURVEY (TAX PARCEL NO. 3340404150) NOT PART OF SURVEY (TAX PARCEL NO. 3340404150) 0.1' 4.9' 8.0' 6' CLF 6' CLF6' CLF ANGLE POINT BEARS S84°11'E, 0.6' FROM CALCULATED LOT CORNER 6' CLF 6' CLF 6' CLF 6' CLF 8' CLF E/C E/C E/C E/C 5.1' 9.0' 8.2' 17.5' 3.1' 0.3' 10' CLF GATE 0.3' 0.1' 3X8" UNKNOWN DECIDUOUS GATE E/C E/C 6' CLF 6' CLF 6' CLF STOP BAR C/G C/G C/G C/G C/G 30.0' DRIVEWAY E/C RA/W RA/W RA/W RA/W RA/W RA/W BUILDING FINISH FLOOR AT CENTER OF PED. DOOR LABELED "SPRINKLER ROOM" ELEV=21.95' NAVD 88 BUILDING FINISH FLOOR AT CENTER OF DOUBLE PED. DOOR ELEV=22.03' NAVD 88 E/C E/C E/C E/C E/C CONC. CANOPY COLUMN CONC. CANOPY COLUMN CONC. CANOPY COLUMN CONC. CANOPY COLUMN GATE GATE GATE 4' CLF4' CLF 4' CLF 4' CLF 4' CLF 4' CLF EDGE CANOPY (TYPICAL) EDGE CANOPY (TYPICAL) 12"MAPLE 13" MAPLE 17" MAPLE 11" MAPLE 14" MAPLE GATE 6' CLF "STOP" STEEL POST FOR AERIAL WALKER'S RENTON SUBARU PARTS AND SERVICE CENTER SIGN SERVICE CENTER DIRECTIONS SIGN C/C C/C RAMP E/C C/C C/C RAMP STEEL POST FOR AERIAL SUBARU SIGN 26.9'DRIVEWAY C/G RA/W 6' CLF 6' CLF 6' CLF 6' CLF 6' CLF 6' CLF 6' CLF GATE 6' CLF FENCE TRANSITION 6' CLF/6' STEEL 6' STEEL STORMWATER DETENTION POND 6' CLF 6' CLF 6' CLF 6' CLF 6' CLF 8' CLF 8' CLF 8' CLF 8' CLF 8' CLF 6' CLF 4' CLF 0.7' 1.2' 4.4' 2.8' 1.5' 0.8' 0.8' 1.5' 1.4' 1.0' 2.1' 0.4' 0.9' 1.0' 0.9' UNKNOWN USE CLEANOUT RIM=22.06' UNKNOWN USE CLEANOUT RIM=21.96' 525.46'(C) 117.44' S0 1 ° 2 2 ' 4 2 " W 11 6 . 4 3 ' N77°26'10" E 119.92' N0 1 ° 2 2 ' 4 3 " E 11 6 . 3 8 ' L1 8 L17 S0 9 ° 3 9 ' 1 5 " E 1 0 5 . 0 4 ' L2 0 L2 1 N77°24'38" E 123.29' 11 4 . 3 4 ' S86°20'10"W 391.52' 25 4 . 8 8 ' L1 0 L1 9 FND 1/2" REBAR AND CAP STAMPED "LS 19635" REBAR BEARS S88°24'33"E, 0.23' FROM THE CALCULATED LOT CORNER VISITED 11/18/2024 A/W A/W 0.7' 0.9' 1.0' 0.8' 3-WAY 6' CLF INTERSECTION BEARS S15°13'E, 6.2' GATE 8'/6' CLF INTERSECTION BEARS S79°15'W, 2.9' FROM THE CALCULATED LOT CORNER 75 . 2 0 ' PRIVATE INGRESS/EGRESS EASEMENT PER EASEMENT AGREEMENT WITH RIGHTS AND RESPONSIBILITIES AFN 20020612000622 QWEST TELECOMMUNICATIONS EASEMENT PER AFN 20030327000925 PRIVATE INGRESS/EGRESS EASEMENT PER EASEMENT AGREEMENT WITH RIGHTS AND RESPONSIBILITIES AFN 20020612000622 UTILITIES EASEMENT TO THE CITY OF RENTON PER AFN 20010906002177, CITY OF RENTON ORDINANCE 4914 (ENCOMPASSES WHOLE VACATED ALLEY) BUILDING FINISH FLOOR AT CENTER OF BAY DOOR ELEV=21.94' NAVD 88 6' CLF ANGLE POINT BEARS N53°23'W, 1.3' FROM CALCULATED LOT CORNER 8' CLF END BEARS N25°48'W, 1.0' FROM CALCULATED LOT CORNER PSE ELECTRICAL EASEMENT PER AFN 20030128002591 UTILITIES EASEMENT TO THE CITY OF RENTON PER AFN 20010906002177, CITY OF RENTON ORDINANCE 4914 (ENCOMPASSES WHOLE VACATED ALLEY) PSE ELECTRICAL EASEMENT PER AFN 20030128002591 PSE ELECTRICAL EASEMENT PER AFN 20030128002591 UTILITIES EASEMENT TO THE CITY OF RENTON PER AFN 20020207002539, CITY OF RENTON ORDINANCE 4942 (ENCOMPASSES WHOLE VACATED STREET) SE N E C A A V E S W SW 12TH S T SW 13TH S T INTERSTATE 405 CB #6 CB #5 CB #4 CB #3 CB #2 CB #1 BLDG ADDITION FF: 21.95 CB #7 EXIST. CB1 EXIST. CB3 EXISTING BUILDING FF: 21.95BLDG ADDITION EXIST. CB4 61 LF 8" DI CL52 @ 0.25% 89 LF 8" CPEP @ 0.25% 57 LF 8" CPEP @ 0.25% 86 LF 8" CPEP @ 0.46% 57 LF 8" DI CL52 @ 0.25% 28 LF 8" DI CL52 @ 0.25% 130 LF 6" PVC SDR-35 @ 0.25% 16 LF 6" PVC SDR-35 @ 0.25% 16+10 10+00 11 + 0 0 12 + 0 0 13 + 0 0 14+00 15+00 16+00 STORM RUN 1 SHEET C3.4 20+ 0 0 20+ 4 7 30 + 0 0 31 + 0 0 3 1 + 5 0 STORM RUN 3 SHEET C3.4 STORM RUN 2 SHEET C3.4 CO #3 91 LF 6" PVC SDR-35 @ 0.50% CO #4 128 LF 6" PVC SDR-35 @ 1.13% CO #5 9 LF 6" PVC SDR-35 @ 0.50% CO #6 103 LF 6" PVC SDR-35 @ 0.25% 108 LF 6" PVC SDR-35 @ 1.51% CO #7 13 LF 6" PVC SDR-35 @ 0.50% CO #2 CO #1 69 LF 8" CPEP @ 0.26% 18 LF 8" CPEP @ 1.48% IE: 17.55 8" (W) IE: 17.00 6" (W) EXISTING STORM PIPE TO REMAIN EXISTING STORM PIPE TO REMAIN CB #8 APPROX. POND BOTTOM EG: 16.50 EXISTING DETENTION POND TO REMAIN 21 LF 6" PVC SDR-35 @ 0.25% 22.00 22.00 22.00 22 . 0 0 23.0 0 23 . 0 0 23 . 0 0 23 . 0 0 21.00 2 1 . 0 0 22.00 22 . 0 0 22.00 22.0022.00 CONNECT EXISTING BUILDING ROOF DRAINS, CONTRACTOR TO POTHOLE AND VERIFY DEPTH PRIOR TO CONSTRUCTION. CONNECT EXISTING BUILDING ROOF DRAINS, CONTRACTOR TO POTHOLE AND VERIFY DEPTH PRIOR TO CONSTRUCTION. OUTLET PROTECTION 2 C3.5 EXISTING POND TO BE REFRESHED. REMOVE ALL DEBRIS AND SEDIMENT BUILD-UP. REMOVE ALL NOXIOUS WEEDS. POND OUTLET TO BE CLEARED AND CLEANED. EXISTING STORM PIPE TO REMAIN STA:12+50.33, 0.00' EXIST. CB2 STORM STRUCTURE TABLE STRUCTURE NAME CB #1 TYPE 1 N 173874.77 E 1296386.65 CB #2 TYPE 1 N 173790.74 E 1296405.48 CB #3 TYPE 1 N 173778.29 E 1296350.24 CB #4 TYPE 1 N 173758.79 E 1296263.78 CB #5 TYPE 1 N 173795.86 E 1296220.61 CB #6 TYPE 1 N 173815.39 E 1296240.61 CB #7 48" TYPE 2 W/ SUMP PUMP 0.4CFS @ 5' TDH N 173835.29 E 1296174.69 CB #8 6x12 BIOPOD UNDERGROUND VAULT N 173792.17 E 1296477.46 CO #1 CO N 173976.94 E 1296166.26 STRUCTURE DETAILS RIM = 21.59 IE = 18.90 (8" S) IE = 18.90 (8" NE) RIM = 21.60 IE = 18.50 (8" W) IE = 18.50 (8" N) IE = 18.50 (8" E) RIM = 21.60 IE = 18.64 (8" W) IE = 18.64 (8" E) RIM = 21.60 IE = 18.86 (8" NW) IE = 18.86 (8" E) RIM = 21.66 IE = 19.00 (8" NW) IE = 19.00 (8" SE) IE = 19.00 (8" NE) RIM = 21.40 IE = 19.07 (8" SW) RIM = 21.17 IE = 19.15 (8" SE) IE = 19.32 (6" NE) IE = 19.32 (6" NW) IE = 18.50 (8" N) RIM = 22.93 IE = 18.32 (8" W) IE = 17.82 (8" E) RIM = 21.37 IE = 19.68 (6" S) STORM STRUCTURE TABLE STRUCTURE NAME CO #2 CO N 173847.01 E 1296163.19 CO #3 CO N 173855.79 E 1296253.46 CO #4 CO N 173766.96 E 1296273.50 CO #5 CO N 173795.13 E 1296398.36 CO #6 CO N 173804.01 E 1296396.36 CO #7 CO N 173909.80 E 1296372.49 EXIST. CB1 EXISTING TYPE 1 N 173898.95 E 1296401.89 EXIST. CB2 EXISTING TYPE 1 N 174067.99 E 1296401.66 EXIST. CB3 EXISTING TYPE 1 N 173985.44 E 1296176.98 STRUCTURE DETAILS RIM = 21.38 IE = 19.36 (6" N) IE = 19.36 (6" SE) RIM = 21.95 IE = 19.22 (6" S) RIM = 21.85 IE = 18.76 (6" E) IE = 18.76 (6" N) RIM = 21.85 IE = 17.31 (6" N) IE = 17.31 (6" W) RIM = 21.90 IE = 17.26 (6" E) IE = 17.26 (6" S) IE = 17.26 (6" N) RIM = 21.75 IE = 18.90 (6" S) IE = 18.90 (6" E) RIM = 21.31 IE = 19.00 (8" SW) IE = 19.00 (8" N) RIM = 21.46 IE = 19.69 (8" S) RIM = 21.20 IE = 18.75 (8" S) IE = 18.88 (12" NE) IE = 18.77 (6" E) STRUCTURE NAME CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 N GRAPHIC SCALE 0 20 40 1" = 20 FEET 10 HELD COMPUTED NAD 83/91, WASHINGTON STATE PLANE, NORTH ZONE, GRID BEARING OF NORTH 89°43'16" WEST BETWEEN A MONUMENT FOUND AT THE INTERSECTION OF LIND AVE. SW AND SW 16TH ST., BEING CITY OF RENTON CONTROL ID. 1895, TO A MONUMENT FOUND ON ALONG THE NORTHERLY MARGIN OF SW 16TH ST. AT A BRIDGE CROSSING OF SPRINGBROOK CREEK, BEING CITY OF RENTON CONTROL ID. 1891, RESPECTIVELY. NAD 83/91, WASHINGTON STATE PLANE, NORTH ZONE, AS DEFINED BY THE CITY OF RENTON PUBLISHED HORIZONTAL CONTROL NETWORK UNIT OF MEASUREMENT IS U.S. SURVEY FEET ALL DISTANCES SHOWN ARE GROUND A COMBINED GRID SCALE FACTOR OF 0.999987504615 (GRID TO GROUND) WAS HELD AT CITY OF RENTON CONTROL ID. 1895 NAVD 88 (AS DEFINED BY THE PUBLISHED CITY OF RENTON VERTICAL BENCHMARK NETWORK) (NGS2018 GEOID - USED) PROJECT PRIMARY BENCHMARK: CITY OF RENTON CONTROL ID. 1895 PUBLISHED ELEVATION: 25.702' NAVD 88 DESCRIPTION: ENCASED 3" BRASS DISK W/PUNCH LOCATED AT THE INTERSECTION OF LIND AVE. SW AND SW 16TH ST. PROJECT SECONDARY BENCHMARK: CITY OF RENTON CONTROL ID. 1891 PUBLISHED ELEVATION: 24.1568' NAVD 88 OBSERVED ELEVATION: 24.06' NAVD 88 DESCRIPTION: MONUMENT FOUND ALONG THE NORTHERLY MARGIN OF SW 16TH ST. AT A BRIDGE CROSSING OF SPRINGBROOK CREEK. SITE BENCHMARK OBSERVED ELEVATION: 27.41' NAVD 88 DESCRIPTION: ENCASED 1 7/8" BRASS DISK W/PUNCH AT THE INTERSECTION OF SW GRADY WAY AND SENECA AVE. SW BASIS OF BEARING HORIZONTAL DATUM VERTICAL DATUM 23 STORM PLAN C3.3Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ F i n a l D e s i g n \ 2 2 4 0 8 1 9 - S H - S T R M . d w g 1.PROVIDE 4" PERFORATED FOUNDATION DRAINS AROUND BUILDING FOUNDATION. CONNECT TO STORM SYSTEM. 2.PROVIDE 6" PVC SDR-35 ROOF DRAIN LINES AT 0.5% MINIMUM SLOPE UNLESS OTHERWISE NOTED. 3.PROVIDE HERRINGBONE GRATE INLETS FOR ALL CATCH BASINS PER WSDOT STANDARD PLAN B30.50.03 UNLESS OTHERWISE NOTED. 4.CONTRACTOR SHALL COORDINATE AND CONFIRM DOWNSPOUT ROOF DRAIN LOCATIONS WITH BUILDING PLANS PRIOR TO CONSTRUCTION. DOWNSPOUTS SHALL BE COORDINATED WITH FOOTING CONSTRUCTION TO ENSURE ADEQUATE COVER. STORM NOTES 1 C3.6 R-438823 INSTALL ETHAFOAM OR EQUIVALENT WHERE 12-INCH OF VERTICAL SEPARATION CANNOT BE MET CUT AND CAP SEWER AT PROPERTY LINE 05/15/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 12 15 20 12 15 20 10+00 FG FG 10+50 FG FG 11+00 FG FG 11+50 FG FG 12+00 FG FG 2 1 . 4 8 12+50 FG 2 1 . 7 9 FG 2 1 . 6 7 13+00 FG 2 1 . 6 5 FG 2 1 . 6 7 13+50 FG 2 1 . 6 7 FG 2 1 . 7 8 14+00 FG 2 1 . 7 1 FG 2 1 . 6 1 14+50 FG 2 1 . 7 5 FG 2 1 . 6 3 15+00 FG 2 2 . 2 3 FG 2 2 . 6 0 15+50 FG 2 2 . 9 1 FG 16+00 FG 16+09 FG PROPOSED GRADE ELEVATION AT STORM RUN CENTERLINE EXISTING GRADE ELEVATION AT STORM RUN CENTERLINE PROPOSED GRADE AT STORM RUN CENTERLINEEXISTING GRADE AT STORM RUN CENTERLINE STA: 14+79.48, 0.00' IE: 18.50 8" (W) IE: 18.50 8" (N) IE: 18.50 8" (E) RIM: 21.60 CB #2, TYPE 1 57 LF 8" CPEP @ 0.25% STA: 14+22.85, 0.00' IE: 18.64 8" (W) IE: 18.64 8" (E) RIM: 21.60 CB #3, TYPE 1 89 LF 8" CPEP @ 0.25% STA: 13+34.22, 0.00' IE: 18.86 8" (NW) IE: 18.86 8" (E) RIM: 21.60 CB #4, TYPE 1 57 LF 8" DI CL52 @ 0.25% STA: 12+77.31, 0.00' IE: 19.00 8" (NW) IE: 19.00 8" (SE) IE: 19.00 8" (NE) RIM: 21.66 CB #5, TYPE 1 61 LF 8" DI CL52 @ 0.25% STA: 12+16.79, 0.00' IE: 19.15 8" (SE) IE: 19.32 6" (NE) IE: 19.32 6" (NW) IE: 18.50 8" (N) RIM: 21.17 CB #7, 48" TYPE 2 W/ SUMP PUMP 0.4CFS @ 5' TDH 69 LF 8" CPEP @ 0.26% STA: 15+51.47, 0.03' RT IE: 18.32 8" (W) IE: 17.82 8" (E) RIM: 22.93 CB #8, 6x12 BIOPOD UNDERGROUND VAULT 18 LF 8" CPEP @ 1.48% 2-YR WATER SURFACE ELEV: 18.32 8" SEWER CROSSINGSTA: 10+05, 0.00' IE: 19.10 12" (SW) RIM: 21.20 EXIST. CB4, EXISTING TYPE 1 62 LF 8" PVC SDR-35 @ 0.36% STA: 10+66.62, 0.00' RT IE: 18.75 8" (S) IE: 18.88 12" (NE) IE: 18.77 6" (E) RIM: 21.20 EXIST. CB3, EXISTING TYPE 1 150 LF 8" PVC SDR-35 @ 0.17% 8" STORM BOT: 19.11 EX. 10" WATER TOP: 17.61 SEPARATION: 1.5' CONTRACTOR TO POTHOLE AND VERIFY DEPTH PRIOR TO CONSTRUCTION 8" STORM BOT: 18.94 10" WATER TOP: 17.40 SEPARATION: 1.54' 8" STORM BOT: 18.47 10" WATER TOP: 15.84 SEPARATION: 2.63' ELEV: 18.94 100-YR WATER SURFACE ELEV: 19.61 POWER CONDUIT INSTALLED 12" MINIMUM BELOW STORM 12 15 20 12 15 20 20+00 FG 2 1 . 5 8 FG 2 1 . 5 7 20+46.99 FG 2 1 . 7 2 STA: 20+36.99, 0.00' IE: 19.00 8" (NW) IE: 19.00 8" (SE) IE: 19.00 8" (NE) RIM: 21.66 CB #5, TYPE 1 STA: 20+09.04, 0.00' IE: 19.07 8" (SW) RIM: 21.40 CB #6, TYPE 1 28 LF 8" DI CL52 @ 0.25% PROPOSED GRADE ELEVATION AT STORM RUN CENTERLINE EXISTING GRADE ELEVATION AT STORM RUN CENTERLINE PROPOSED GRADE AT STORM RUN CENTERLINE EXISTING GRADE AT STORM RUN CENTERLINE 8" STORM BOT: 19.02 10" WATER TOP: 17.52 SEPARATION: 1.5' 10 15 20 10 15 20 30+00 FG FG 2 1 . 3 1 30+50 FG 2 1 . 5 7 FG 2 1 . 7 0 31+00 FG 2 1 . 8 0 FG 2 1 . 6 7 31+49.69 FG 2 1 . 9 4 86 LF 8" CPEP @ 0.46% STA: 30+53.58, 0.00' IE: 18.90 8" (S) IE: 18.90 8" (NE) RIM: 21.59 CB #1, TYPE 1 29 LF 8" PVC SDR-35 @ 0.34% STA: 30+25, 0.00' IE: 19.00 8" (SW) IE: 19.00 8" (N) RIM: 21.31 EXIST. CB1, EXISTING TYPE 1 169 LF 8" PVC SDR-35 @ 0.41% STA: 31+39.69, 0.00' IE: 18.50 8" (W) IE: 18.50 8" (N) IE: 18.50 8" (E) RIM: 21.60 CB #2, TYPE 1 PROPOSED GRADE ELEVATION AT STORM RUN CENTERLINE EXISTING GRADE ELEVATION AT STORM RUN CENTERLINE PROPOSED GRADE AT STORM RUN CENTERLINE EXISTING GRADE AT STORM RUN CENTERLINE 8" STORM BOT: 18.56 6" STORM TOP: 17.76 SEPARATION: 0.8' CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 24 STORM RUN PROFILES C3.4Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ F i n a l D e s i g n \ 2 2 4 0 8 1 9 - S H - S T R M . d w g 1 SCALE: H 1" = 20', V 1" = 2' STORM RUN 1 2 SCALE: H 1" = 20', V 1" = 2' STORM RUN 2 3 SCALE: H 1" = 20', V 1" = 2' STORM RUN 3 R-438824 INSTALL ETHAFOAM OR EQUIVALENT WHERE 12-INCH OF SEPARATION CANNOT BE MET 05/15/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 25 STORM SYSTEM NOTES AND DETAILS C3.5Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ F i n a l De s i g n \ 2 2 4 0 8 1 9 - S H - S T R M - D E T L . d w g OUTFALL PIP E EXISTING AND/OR PROPOSED GROUND 1' M I N . 4" MIN. FACE QUARRY ROCK 12" MIN. DEPTH (12"Ø PIPE) 18" MIN. DEPTH (15"-18"Ø PIPE) 24" MIN. ( 24"-36"Ø PIPE) * UNLESS OTHERWISE NOTED ON PLANS DI A . + 6 ' INLET/OUTFALL PIPE *8' 4" 0.5% 2" MIN. MIN. BUILDING FOUNDATION SEE STRUCTURAL DETAILS 6" PVC SDR 35 TYP. FINISHED GRADE 6" PVC CAP CUT HOLE TO ALLOW DOWNSPOUT TO PENETRATE WITH 1/8" CLEARANCE. ROOF DOWNSPOUT SEE ARCHITECTURAL DETAILS. PROVIDE FITTINGS AS REQUIRED COORDINATE DOWNSPOUT LOCATIONS WITH ARCHITECTURAL PLANS AND NOTCH FOOTINGS TO ACCOMMODATE ROOF DRAINS. FOOTING 6" BELOW GRADE AT DOCKS. REFER TO STRUCTURAL. 18" (MIN.) 2" (MIN.) 4" PERFORATED RIGID DRAIN PIPE REQUIRED AT LANDSCAPE AREAS (SURROUND WITH 1" ROCK) 12" MIN. SURFACE SEAL: NATIVE SOIL OR OTHER LOW PERMEABILITY MATERIAL. NOTES: DO NOT TIE ROOF DOWNSPOUTS TO FOOTING DRAIN. SURFACE SEAL TO CONSIST OF 12" OF LESS PERMEABLE, SUTIABLE SOIL. SLOPE AWAY FROM BUILDING. CONNECT TO DETENTION SYSTEM 2 NOT TO SCALE OUTLET PROTECTION 1 NOT TO SCALE ROOF DOWNSPOUT AND FOOTING DRAIN ·SOIL RETENTION. RETAIN, IN AN UNDISTURBED STATE, THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENT PRACTICABLE. IN ANY AREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A DESIGNATED, CONTROLLED AREA, NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS, TO BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. ·SOIL QUALITY. ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL, AT PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING: 1.A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10% DRY WEIGHT IN BEDS, AND 5% ORGANIC MATTER CONTENT IN TURF AREAS, AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, WHERE FEASIBLE. 2.MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL 3.USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS: 3.a.THE ORGANIC CONTENT FOR “PRE-APPROVED” AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING THE COMPOST SPECIFICATION FOR BIORETENTION (REFER TO SECTION C.2.6) WITH THE EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35% BIOSOLIDS OR MANURE. THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 40% TO 65%, AND A CARBON TO NITROGEN RATIO BELOW 25:1. THE CARBON TO NITROGEN RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND LOWLANDS REGION. 3.b.CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING “A)” ABOVE; OR OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND NOT EXCEEDING THE LIMITS IDENTIFIED IN TABLE 220-B, TESTING PARAMETERS, IN WAC 173-350-220. 4.THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. ·IMPLEMENTATION OPTIONS: THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE METHODS LISTED BELOW: 1.LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL, AND PROTECT FROM COMPACTION DURING CONSTRUCTION. 2.AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT “PRE-APPROVED” RATES, OR AT CUSTOM CALCULATED RATES BASED ON TESTS OF THE SOIL AND AMENDMENT. 3.STOCKPILE EXISTING TOPSOIL DURING GRADING, AND REPLACE IT PRIOR TO PLANTING. 4.STOCKPILED TOPSOIL MUST ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS, EITHER AT A DEFAULT “PRE-APPROVED” RATE OR AT A CUSTOM CALCULATED RATE. 5.IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE REQUIREMENTS. MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE. SOIL THAT ALREADY MEETS THE DEPTH AND ORGANIC MATTER QUALITY STANDARDS, AND IS NOT COMPACTED DOES NOT NEED TO BE AMENDED. SOIL AMENDMENT R-438825 05/15/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 26 STORM SYSTEM NOTES AND DETAILS C3.6Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ F i n a l De s i g n \ 2 2 4 0 8 1 9 - S H - S T R M - D E T L . d w g 1 NOT TO SCALE 6X12 BIOPOD BIOFILTER 0.1548 0.7387 PER PLAN PER PLAN WEST EAST CB #11 R-438826 8" Ø 8" Ø CPEP CPEP 18.32 17.82 05/15/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 27 CITY OF RENTON STANDARD STORM NOTES C3.7Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ F i n a l De s i g n \ 2 2 4 0 8 1 9 - S H - S T R M - S T N D - D E T L . d w g 1 NOT TO SCALE SURFACE WATER STANDARD PLAN NOTES R-438827 * NOTE NUMBERS 9, 16, 17, 20, 28, 29 AND 31 ARE NOT APPLICABLE 05/15/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 L1 5 GP GP GP GP GP GP GP GP P GP GP GP N7 7 ° 2 7 ' 4 4 " E 9 8 8 . 6 6 ' ( C ) C/ G NO T P A R T O F S U R V E Y (T A X P A R C E L N O . 3 3 4 0 4 0 4 1 5 0 ) 23 . 9 ' DR I V E W A Y 20 . 6 ' DR I V E W A Y C/ G E/ C E/ C NO T P A R T O F SU R V E Y (T A X P A R C E L N O . 33 4 0 4 0 4 1 5 0 ) GA T E 0.1 ' 4.9 ' 6' C L F 7' C L F 0.2 ' 0.3 ' 0.2 ' 7' C L F 14 . 4 ' 6' C L F 6' C L F 6' C L F 6' C L F 8' C L F E/ C E/ C E/ C E/ C 8.2 ' 17 . 5 ' 3.1 ' 0.3 ' 10 ' C L F GA T E 0.3 ' 0.1 ' 3X 8 " UN K N O W N DE C I D U O U S GA T E 6' C L F 8' C L F 8' C L F 8' C L F 6' C L F 4' C L F 1.5 ' 1.4 ' 1.0 ' 2.1 ' 0.9 ' 1.0 ' 0.9 ' UN K N O W N U S E CL E A N O U T RIM = 2 2 . 0 6 ' UN K N O W N U S E CL E A N O U T RI M = 2 1 . 9 6 ' 52 5 . 4 6 ' ( C ) N7 7 ° 2 6 ' 1 0 " E 11 9 . 9 2 ' N01°22'43"E 116.38' L18 L1 7 L 1 6 L20L21 N 7 7 ° 2 4 ' 3 8 " E 12 3 . 2 9 ' L19 A/ W A/ W 8' / 6 ' C L F I N T E R S E C T I O N BE A R S S 7 9 ° 1 5 ' W , 2 . 9 ' F R O M T H E CA L C U L A T E D L O T C O R N E R GP GP C/ G C/ C 14 . 9 ' DR I V E W A Y GA T E E/ C E/ C 6' C L F 1X 7 " , 5 X 4 " , 4 X 3 " UN K N O W N DE C I D U O U S 6' C L F 6' W D F 6' W D F 6' W D F C/ G C/ G QW E S T T E L E C O M M U N I C A T I O N S E A S E M E N T PE R A F N 2 0 0 3 0 3 2 7 0 0 0 9 2 5 PR I V A T E I N G R E S S / E G R E S S E A S E M E N T PE R E A S E M E N T A G R E E M E N T W I T H R I G H T S A N D R E S P O N S I B I L I T I E S AF N 2 0 0 2 0 6 1 2 0 0 0 6 2 2 QW E S T T E L E C O M M U N I C A T I O N S E A S E M E N T PE R A F N 2 0 0 3 0 3 2 7 0 0 0 9 2 5 PR I V A T E I N G R E S S / E G R E S S E A S E M E N T PE R E A S E M E N T A G R E E M E N T W I T H R I G H T S A N D R E S P O N S I B I L I T I E S AF N 2 0 0 2 0 6 1 2 0 0 0 6 2 2 UT I L I T I E S E A S E M E N T T O T H E C I T Y O F R E N T O N PE R A F N 2 0 0 1 0 9 0 6 0 0 2 1 7 7 , C I T Y O F R E N T O N O R D I N A N C E 4 9 1 4 (E N C O M P A S S E S W H O L E V A C A T E D A L L E Y ) BU I L D I N G F I N I S H FL O O R A T C E N T E R O F BA Y D O O R EL E V = 2 1 . 9 4 ' N A V D 8 8 6' C L F A N G L E P O I N T BE A R S N 5 3 ° 2 3 ' W , 1 . 3 ' F R O M C A L C U L A T E D L O T C O R N E R 8' C L F E N D B E A R S N 2 5 ° 4 8 ' W , 1 . 0 ' F R O M C A L C U L A T E D L O T CO R N E R 10+00 11+00 11+65 SSCO #2 RIM: 21.65 IE: 15.33 6" (S) IE: 15.33 6" (N) IE: 16.18 6" (E) SSCO #1 RIM: 21.51 IE: 15.72 6" (W) IE: 15.72 6" (N) 8 LF 6" PVC @ 2.00% PRIVATE 8 LF 6" PVC @ 2.00% PRIVATE 76 LF 6" PVC @ 2.00% PRIVATE 22 . 0 0 23.00 23.00 21 . 0 0 22.00 21. 0 0 22.00 13 + 0 0 1 3 + 5 4 AREA DRAIN, TYPE 1 RIM: 21.64 IE: 16.02 6" (W) IE: 16.02 6" (E) 1 OIL/WATER SEPARATOR 2 C4.4 EXISTING BUILDING FF: 21.95 15 LF 6" PVC @ 2.00% PRIVATE 3 LF 6" PVC @ 2.00% PRIVATE CUT AND CAP SEWER AT PROPERTY LINE CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 N GRAPHIC SCALE 0 20 40 1" = 20 FEET 10 28 SEWER PLAN AND PROFILE C4.1Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ F i n a l D e s i g n \ 2 2 4 0 8 1 9 - S H - S S W R . d w g SEE SHEET C4.2 FOR EXISTING SEWER PLAN AND PROFILE PROP. 6" SEWER T.O.P= 16.64 PROP 6" ROOF DRAIN B.O.P= 18.24 1.50' 1 S-438801 INSTALL BUILDING SERVICE CONNECTION 2 C4.3 WW P - 2 7 - 4 3 8 8 05/15/2026 WASTEWATER UTILITY Mbenoit 06/03/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 GPGP GP GP GP GP GP GP GP GP GP G P GP GP GP GP GP P P GP GP S0 1 ° 2 3 ' 1 0 " W 2 7 8 . 3 5 ' ( M ) E/C 6' CLF NOT PAR T O F S U R V E Y (TAX PAR C E L N O . 3 3 4 0 4 0 4 1 5 0 ) NOT PAR T O F SURVEY(TAX PAR C E L N O . 3340404 1 5 0 ) 0.1' 4.9' 8.0' 6' CLF 6' CLF 6' CLF 6' CLF 6' CLF 8' CLF E/C E/C E/C E/C 5.1' 9.0'8.2' 17.5' 3.1' 0.3' 10' CLF GATE 0.3' 0.1' 3X8"UNKNOW N DECIDUO U S GATE E/C E/C 6' CLF 6' CLF 6' CLF STOP BA R C/G C/G C/G C/G 30.0'DRIVEWAY E/C RA/WRA/W RA/W RA/W RA/W RA/W BUILDI N G F I N I S H F L O O R A T CENTER O F P E D . D O O R LABELE D " S P R I N K L E R R O O M " ELEV=21. 9 5 ' N A V D 8 8 BUILDIN G F I N I S H F L O O R A T CENTER O F D O U B L E P E D . D O O R ELEV=22. 0 3 ' N A V D 8 8 E/C E/C E/C E/C E/C CONC. CANOPY COLUMN CONC. CANOPY COLUM N CONC. CANOPY COLUMN CONC. CANOPY COLUMN GATE GATE GATE 4' CLF4' CLF 4' CLF 4' CLF 4' CLF 4' CLF EDGE CANOPY (TYPICAL ) EDGE CANOPY (TYPICAL ) 12" MAPLE 13" MAPLE 17" MAPLE 11" MAPLE 14" MAPLE GATE 6' CLF STEEL PO S T F O R AERIAL WALKER' S R E N T O N SUBARU P A R T S A N D SERVICE C E N T E R S I G N SERVICE C E N T E R DIRECTI O N S S I G N C/C C/CRAMP E/C C/C C/C RAMP 26.9'DRIVEWAY C/G RA/W 6' CLF 6' CLF GATE 6' CLF FENCE T R A N S I T I O N 6' CLF/6' S T E E L 6' STEEL 8' CLF8' CLF8' CLF8' CLF 8' CLF 6' CLF 0.8'0.8'1.5'1.4'1.0' 2.1' STORMD R A I N C A T C H B A S I N TYPE I RIM=21. 3 1 ' IE=19.00 ' 8 " P V C N IE=18.79 ' 8 " P V C S W IE=19.15' 6 " P V C W STORMD R A I N M A N H O L E TYPE II RIM=20. 3 5 ' IE=14.80 ' 8 " P V C E 8" STAN D P I P E S T R U C T U R E ON WES T S I D E IE=14.80' 8 " P V C W TOP STA N D P I P E = 1 7 . 5 5 ' BOTTOM S T A N D P I P E = 1 3 . 8 5 ' LADDER= N STORMD R A I N M A N H O L E TYPE II RIM=20. 3 6 ' IE=14.86' 8 " S ( F U L L O F D I R T ) 8" STAN D P I P E S T R U C T U R E ON WEST S I D E IE=15.27' 8 " P V C W TOP STA N D P I P E = 1 7 . 8 1 ' BOTTOM S T A N D P I P E = 1 4 . 8 1 ' LADDER = N STORMD R A I N C A T C H B A S I N TYPE I RIM=21.4 6 ' IE=19.69 8 " P V C S 0.9' 1.0' 0.9' UNKNOWN U S E CLEANOUT RIM=22.06 ' UNKNOWN U S E CLEANOU T RIM=21.96' STORMD R A I N C A T C H B A S I N TYPE IRIM=20.0 4 'IE=18.32' 1 2 " P V C N STORMD R A I N C A T C H B A S I N TYPE I RIM=21.2 0 ' IE=19.10' 1 2 " P V C S W STORMD R A I N C A T C H B A S I N TYPE IRIM=20.7 0 'IE=17.92' 1 2 " P V C N E IE=18.01 ' 1 2 " P V C S 525.46'(C) S0 1 ° 2 2 ' 4 2 " W 11 6 . 4 3 ' N77°26'10"E 119.92' N0 1 ° 2 2 ' 4 3 " E 11 6 . 3 8 ' L1 8 L17 S0 9 ° 3 9 ' 1 5 " E 10 5 . 0 4 ' L2 0 L2 1 N77°24'38"E 123.29' 25 4 . 8 8 ' L1 2 L1 0 L11 L1 9 FND 1/2" RE B A R A N D C A P S T A M P E D "LS 19635 " REBAR BE A R S S 8 8 ° 2 4 ' 3 3 " E , 0 . 2 3 ' FROM THE C A L C U L A T E D L O T C O R N E R VISITED 11 / 1 8 / 2 0 2 4 A/W GATE 8'/6' CLF I N T E R S E C T I O N BEARS S 7 9 ° 1 5 ' W , 2 . 9 ' F R O M T H E CALCULA T E D L O T C O R N E R 75 . 2 0 ' PRIVAT E I N G R E S S / E G R E S S E A S E M E N T PER EAS E M E N T A G R E E M E N T W I T H R I G H T S A N D R E S P O N S I B I L I T I E S AFN 200 2 0 6 1 2 0 0 0 6 2 2 QWEST TE L E C O M M U N I C A T I O N S E A S E M E N T PER AFN 2 0 0 3 0 3 2 7 0 0 0 9 2 5 PRIVATE I N G R E S S / E G R E S S E A S E M E N T PER EAS E M E N T A G R E E M E N T W I T H R I G H T S A N D R E S P O N S I B I L I T I E S AFN 200 2 0 6 1 2 0 0 0 6 2 2 UTILITIE S E A S E M E N T T O T H E C I T Y O F R E N T O N PER AFN 2 0 0 1 0 9 0 6 0 0 2 1 7 7 , C I T Y O F R E N T O N O R D I N A N C E 4 9 1 4 (ENCOM P A S S E S W H O L E V A C A T E D A L L E Y ) BUILDIN G F I N I S H FLOOR A T C E N T E R O F BAY DOO R ELEV=21. 9 4 ' N A V D 8 8 6' CLF A N G L E P O I N T BEARS N 5 3 ° 2 3 ' W , 1 . 3 ' F R O M C A L C U L A T E D L O T C O R N E R 8' CLF E N D B E A R S N 2 5 ° 4 8 ' W , 1 . 0 ' F R O M C A L C U L A T E D L O T CORNER UTILITIE S E A S E M E N T T O T H E C I T Y O F R E N T O N PER AFN 2 0 0 1 0 9 0 6 0 0 2 1 7 7 , C I T Y O F R E N T O N O R D I N A N C E 4 9 1 4 (ENCOM P A S S E S W H O L E V A C A T E D A L L E Y ) PSE ELE C T R I C A L EASEME N T P E R A F N 2003012 8 0 0 2 5 9 1 STORMD R A I N C A T C H B A S I N RIM=21. 2 0 ' IE=18.88 ' 1 2 " P V C N E IE=18.77' 6 " P V C S E IE=18.75' 1 2 " P V C S PSE ELE C T R I C A L EASEME N T P E R A F N 2003012 8 0 0 2 5 9 1 UTILITI E S E A S E M E N T T O T H E C I T Y O F R E N T O N PER AFN 2 0 0 2 0 2 0 7 0 0 2 5 3 9 , C I T Y O F R E N T O N O R D I N A N C E 4 9 4 2 (ENCOM P A S S E S W H O L E V A C A T E D S T R E E T ) SW 13TH ST BLDG A D D I T I O N FF: 21. 9 5 EXISTI N G BUILDI N G FF: 21. 9 5 BLDG ADDITI O N 10 + 0 0 11 + 0 0 11 + 6 5 SSCO #2 RIM: 21.65 IE: 15.33 6" (S) IE: 15.33 6" (N) IE: 16.18 6" (E) SSCO #1 RIM: 21.51 IE: 15.72 6" (W) IE: 15.72 6" (N) 8 LF 6" PVC @ 2.00% PRIVATE 8 LF 6" PVC @ 2.00% PRIVATE 76 LF 6" PVC @ 2.00% PRIVATE 22.00 21.00 22 . 0 0 2 1 . 0 0 10+00 11+00 12+00 13+00 13+54 SE N E C A AV E S W EXISTING SSMH #2 RE-CHANNEL EXISTING MANHOLE, NE PIPE TO BE REMOVED AND PLUGGED 7 LF 8" DIP CL52 @ 2.00% PRIVATE SSCO #4 RIM: 21.50 IE: 13.31 8" (N) IE: 13.31 8" (E) 5 LF 8" DIP CL52 @ 2.00% PRIVATE 6 LF 8" DIP CL52 @ 2.00% PRIVATE SSCO #5 RIM: 21.48 IE: 13.09 8" (NW) IE: 13.09 8" (S) 27 LF 8" DIP CL52 @ 2.00% PRIVATE SSCO #6 RIM: 20.67 IE: 12.55 8" (E) IE: 12.55 8" (W) IE: 12.55 8" (SE) AREA DRAIN, TYPE 1 RIM: 21.64 IE: 16.02 6" (W) IE: 16.02 6" (E) 1 STA:11+68.10, 0.00' OIL / W A T E R S E P A R A T O R 2 C4 . 4 EX I S T I N G BU I L D I N G FF : 2 1 . 9 5 15 LF 6" PVC @ 2.00% PRIVATE EXISTING BUILDING FF: 21.95 30 LF 6" PVC @ 12.70% PRIVATE SSCO #7 RIM: 21.33 IE: 13.18 6" (E) IE: 13.18 6" (SW) 6 LF 6" PVC @ 10.00% PRIVATE 3 LF 6" PVC @ 2.00% PRIVATE CU T A N D C A P S E W E R AT P R O P E R T Y L I N E 5 10 15 20 25 5 10 15 20 25 10+00 FG FG 10+50 FG FG 11+00 FG FG 11+50 FG FG 12+00 FG FG 12+50 FG FG 13+00 FG FG 13+50 FG 13+53.95 FG STA: 10+29.91, 0.00' RIM: 20.52 EXISTING SSMH #2, EXISTING SSMH 48" IE IN: 12.41 (8"E) IE OUT: 12.22 (8"W) IE OUT: 12.52 (8"S) 249 LF 8" PVC @ 0.44% PUBLIC 120 LF 8" PVC @ 0.44% PUBLIC FINISHED GRADE AT SEWER CENTERLINE EXISTING GRADE AT SEWER CENTERLINE EXISTING GRADE AT SEWER CENTERLINE STA: 10+62.85, 0.00' RIM: 20.67 SSCO #6, SSCO IE IN: 12.55 (8"E) IE OUT: 12.55 (8"W) IE OUT: 12.55 (8"SE) 33 LF 8" CONCRETE PIPE @ 0.44% PUBLIC EXISTING 16" STEEL CASING PIPE PROPOSED 16" CASING EXTENSION 3 C4.5 PROPOSED CASING TO BE WELDED ONTO EXISTING. CASING TO HAVE A CONSTANT SLOPE AND BE INSTALLED WITH CALPICO M-6 SS CASING INSULATORS. BUILDING SERVICE CONNECTION STA: 13+11.50 BUILDING SERVICE CONNECTION STA: 10+68.41 END OF EXISTING CONCRETE PIPE 32 LF OF 8" CONCRETE PIPE TO BE REPLACED WITH PVC CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 N GRAPHIC SCALE 0 20 40 1" = 20 FEET 10 29 EXISTING SEWER PLAN AND PROFILE C4.2Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ F i n a l D e s i g n \ 2 2 4 0 8 1 9 - S H - S S W R . d w g SEE SHEET C4.1 FOR PRIVATE SIDE SEWER PLAN EXISTING SEWER PROFILE SCALE: H:1"=20', V:1"=2' EXISTING SEWER MAIN ENCASEMENT EXTEND SEWER MAIN ENCASEMENT 5.0' PAST BUILDING FOUNDATIONS REPLACE BACKWATER VALVE WITHIN SEWER SERVICE MANHOLE BUILDING SEWER SERVICE CONNECTION TO BE RELOCATED OUTSIDE OF ENCASEMENT CONNECT TO CENTER OF TRENCH DRAIN REFER TO ARCHITECT DRAWINGS OIL/WATER SEPARATOR 1 C4.6 S-438802 WW P - 2 7 - 4 3 8 8 INSTALL BUILDING SERVICE CONNECTION 2 C4.3 05/15/2026 WASTEWATER UTILITY Mbenoit 06/03/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 30SEWER NOTES AND DETAILS C4.3Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ F i n a l D e s i g n \ 2 2 4 0 8 1 9 - S H - S S W R . d w g 1 NOT TO SCALE SANITARY SEWER PIPE BEDDING 2 NOT TO SCALE SIDE SEWER STUB INSTALLATION S-438803 WW P - 2 7 - 4 3 8 8 05/15/2026 WASTEWATER UTILITY Mbenoit 06/03/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 31SEWER NOTES AND DETAILS C4.4Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ F i n a l D e s i g n \ 2 2 4 0 8 1 9 - S H - S S W R . d w g 1 NOT TO SCALE AIR TEST TABLE 2 NOT TO SCALE OIL WATER SEPARATOR (SERVICE BAYS) S-438804 WW P - 2 7 - 4 3 8 8 05/15/2026 WASTEWATER UTILITY Mbenoit 06/03/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 32SEWER NOTES AND DETAILS C4.5Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ F i n a l D e s i g n \ 2 2 4 0 8 1 9 - S H - S S W R . d w g 1 NOT TO SCALE STANDARD SANITARY MANHOLE 3 NOT TO SCALE SEWER CASING S-438805 WW P - 2 7 - 4 3 8 8 2 CITY-OWNED SEWER MANHOLE FRAME AND COVER 05/15/2026 WASTEWATER UTILITY Mbenoit 06/03/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 33SEWER NOTES AND DETAILS C4.6Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ F i n a l D e s i g n \ 2 2 4 0 8 1 9 - S H - S S W R . d w g 1 NOT TO SCALE OIL WATER SEPARATOR (UNDER DRIVE THRU) S-438806 WW P - 2 7 - 4 3 8 8 05/15/2026 WASTEWATER UTILITY Mbenoit 06/03/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 GP GP GP GP GP GP GP GP GP GP GP 6' CLF 6' CLF 8' CLF E/C E/C GATE C/G C/G RA/W RA/W RA/W BUILDING FINISH FLOOR AT CENTER OF PED. DOOR LABELED "SPRINKLER ROOM" ELEV=21.95' NAVD 88 E/C E/C E/C COLUMN CONC. CANOPY COLUMN CONC. CANOPY COLUMN GATE GATE 4' CLF 4' CLF 4' CLF 4' CLF EDGE CANOPY (TYPICAL) 13"MAPLE 17" MAPLE 11" MAPLE 14"MAPLE GATE 6' CLF STEEL POST FOR AERIAL SUBARU SIGN 26.9'DRIVEWAY C/G RA/W 6' CLF 6' CLF 6' CLF 6' CLF 6' CLF 6' CLF 6' CLF GATE 6' CLF FENCE TRANSITION 6' CLF/6' STEEL 6' STEEL STORMWATER DETENTION POND 6' CLF 6' CLF 6' CLF 6' CLF 6' CLF 8' CLF 8' CLF 8' CLF 8' CLF 8' CLF 6' CLF 4' CLF 0.7' 1.2' 4.4' 2.8' 1.5' 0.8' 0.8' 1.5' 1.4' 1.0' 2.1' 0.4' 0.9' 525.46'(C) L2 1 N77°24'38" E 123.29' 11 4 . 3 4 ' S86°20'10"W 391.52' 25 4 . 8 8 ' A/W A/W 0.7' 0.9' 1.0' 0.8' 3-WAY 6' CLF INTERSECTION BEARS S15°13'E, 6.2' 8'/6' CLF INTERSECTION BEARS S26°55'W, 0.8' FROM THE CALCULATED LOT CORNERGATE 8'/6' CLF INTERSECTION BEARS S79°15'W, 2.9' FROM THE CALCULATED LOT CORNER 75 . 2 0 ' 6' CLF ANGLE POINT BEARS N53°23'W, 1.3' FROM CALCULATED LOT CORNER 8' CLF END BEARS N25°48'W, 1.0' FROM CALCULATED LOT CORNER PSE ELECTRICAL EASEMENT PER AFN 20030128002591 UTILITIES EASEMENT TO THE CITY OF RENTON PER AFN 20020207002539, CITY OF RENTON ORDINANCE 4942 (ENCOMPASSES WHOLE VACATED STREET) SE N E C A A V E S W SW 13TH S T INTERSTATE 405 BLDG ADDITION FF: 21.95 EXISTING BUILDING FF: 21.95 BLDG ADDITION 10+00 11 + 0 0 12+00 13+00 1 4 + 0 0 14+10 STA:10+41.46, 0.00' 1-90° 10" BEND (MJ) 1-CONC. THRUST BLOCK STA:11+29.25, 0.00' 1-45° 10" BEND (MJ) 1-CONC. THRUST BLOCK STA:11+39.31, 0.00' 1-45° 10" BEND (MJ) 1-CONC. THRUST BLOCK STA:13+07.56, 0.00' 1-90° 10" BEND (MJ) 1-10" GATE VALVE (MJxMJ) 1-CONC. THRUST BLOCK STA:14+00.49, 0.00' 1-90° 10" BEND (MJ) 1-CONC. THRUST BLOCK 15' EASEMENT 15' EASEMENT 15' EASEMENT88 LF 10" DI CL52 10 LF 10" DI CL52 168 LF 10" DI CL52 93 LF 10" DI CL52 21.00 2 1 . 0 0 22.00 22 . 0 0 23 . 0 0 23 . 0 0 22.00 23.00 22.00 22.00 22.00 22.0022.00 PROTECT EXISTING WATER METER AND SERVICE LINE PROTECT EXISTING IRRIGATION METER AND SERVICE LINE 1" WATER SERVICE AND RPBA BACKFLOW DEVICE INSTALL 1" RPBA IN ABOVE GROUND ENCLOSURE LOCATED IN PLANTER STRIP BEHIND NEW WATER METER PER STD PLAN 360.1 SEE SHEET C5.2 FOR FIRE SYSTEM PLAN 1" WATER SERVICE PER COR STD PLAN 320.1 DROP-IN METER BY CITY FORCES. DROP-IN METER PERMIT REQUIRED. N 173834.31 E 1296191.97 EXISTING 10" WATER MAIN FIRE RISER LOCATION SEE SHEET C5.2 FOR FIRE SYSTEM PLAN STA:10+23.32, 0.00' 10"x4" TEE (MJxFL) 4" GATE VALVE (FLxMJ) 10" GATE VALVE (MJxMJ) 1-CONC. THRUST BLOCK CONNECT TO EXISTING 10" WATER WITH 10" SLEEVE (MJ) BY CITY FORCES CONNECT TO EXISTING 10" WATER WITH 10" SLEEVE (MJ) BY CITY FORCES STA:13+94.00, 0.00' RT POLYPIGGING STATION PER COR STD PLAN 300.7 EXISTING WATER MAIN TO BE ABANDONED IN PLACE. CONTRACTOR TO COORDINATE WITH GEOTECHNICAL ENGINEER FOR ALL PIPES PLANNED TO BE ABANDONED UNDER BUILDING FOUNDATION. 5 LF 10" DI CL52 5 LF 10" DI CL52 18 LF 10" DI CL52 CAP EXISTING WATER MAIN TO BE ABANDONED. CAP EXISTING WATER MAIN TO BE ABANDONED. 14 15 20 25 14 15 20 25 10+00 FG 2 1 . 5 1 FG 2 1 . 5 9 10+50 FG 2 1 . 4 7 FG 2 1 . 4 8 11+00 FG 2 1 . 5 4 FG 2 1 . 7 1 11+50 FG 2 1 . 8 5 FG 2 1 . 8 6 12+00 FG 2 1 . 7 2 FG 2 1 . 6 6 12+50 FG 2 1 . 7 4 FG 2 1 . 7 4 13+00 FG 2 1 . 7 0 FG 2 1 . 5 7 13+50 FG 2 1 . 5 9 FG 2 1 . 5 1 14+00 FG 2 1 . 4 7 14+10.49 FG 2 1 . 1 1 EXISTING 10" WATER MAIN, CONTRACTOR TO POTHOLE AND VERIFY DEPTH PRIOR TO CONSTRUCTION. 8" STORM CROSSING 8" STORM CROSSING 6" STORM CROSSING FINISHED GRADE AT WATER CENTERLINE EXISTING GRADE AT WATER CENTERLINE FINISHED GRADE AT WATER CENTERLINE EXISTING GRADE AT WATER CENTERLINE STA: 10+41.46 CONNECT TO EXISTING 1-90° 10" BEND (MJ) 1-CONC. THRUST BLOCK STA: 11+29.25 1-45° 10" BEND (MJ) 1-CONC. THRUST BLOCK STA: 11+39.31 1-45° 10" BEND (MJ) 1-CONC. THRUST BLOCK STA: 13+07.56 1-90° 10" BEND (MJ) 1-10" GATE VALVE (MJxMJ) 1-CONC. THRUST BLOCK STA: 14+00.49 CONNECT TO EXISTING 1-90° 10" BEND (MJ) 1-CONC. THRUST BLOCK 10 LF 10" DI CL52 88 LF 10" DI CL52 168 LF 10" DI CL52 93 LF 10" DI CL52 EXISTING 10" WATER MAIN, CONTRACTOR TO POTHOLE AND VERIFY DEPTH PRIOR TO CONSTRUCTION.1.5' MIN 1.5' MIN STA: 10+23.32 10"x4" TEE (MJxFL) 4" GATE VALVE (FLxMJ) 10" GATE VALVE (MJxMJ) 1-CONC. THRUST BLOCK 5 LF 10" DI CL52 5 LF 10" DI CL52 18 LF 10" DI CL52 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 N GRAPHIC SCALE 0 20 40 1" = 20 FEET 10 34 WATER PLAN C5.1Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ F i n a l D e s i g n \ 2 2 4 0 8 1 9 - S H - W A T R . d w g WATER PROFILE SCALE: H:1"=20', V:1"=2' EXISTING FIRE HYDRANT PROTECT EXISTING FIRE HYDRANT HELD COMPUTED NAD 83/91, WASHINGTON STATE PLANE, NORTH ZONE, GRID BEARING OF NORTH 89°43'16" WEST BETWEEN A MONUMENT FOUND AT THE INTERSECTION OF LIND AVE. SW AND SW 16TH ST., BEING CITY OF RENTON CONTROL ID. 1895, TO A MONUMENT FOUND ON ALONG THE NORTHERLY MARGIN OF SW 16TH ST. AT A BRIDGE CROSSING OF SPRINGBROOK CREEK, BEING CITY OF RENTON CONTROL ID. 1891, RESPECTIVELY. NAD 83/91, WASHINGTON STATE PLANE, NORTH ZONE, AS DEFINED BY THE CITY OF RENTON PUBLISHED HORIZONTAL CONTROL NETWORK UNIT OF MEASUREMENT IS U.S. SURVEY FEET ALL DISTANCES SHOWN ARE GROUND A COMBINED GRID SCALE FACTOR OF 0.999987504615 (GRID TO GROUND) WAS HELD AT CITY OF RENTON CONTROL ID. 1895 NAVD 88 (AS DEFINED BY THE PUBLISHED CITY OF RENTON VERTICAL BENCHMARK NETWORK) (NGS2018 GEOID - USED) BASIS OF BEARING HORIZONTAL DATUM VERTICAL DATUM W-438801 WT R - 2 7 - 4 3 8 8 ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) END (S) SHALL HAVE A WEDGE-TYPE RETRAINER GLAND EQUAL TO MEGALUG SERIES 110 WATER UTILITY NOTE 05/15/2026 WATER UTILITY JValdez 06/03/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 GP GP RA/W BUILDING FINISH FLOOR AT CENTER OF PED. DOOR LABELED "SPRINKLER ROOM" ELEV=21.95' NAVD 88 E/C E/C COLUMN 17" MAPLE 11" MAPLE 14" MAPLE RA/W 6' CLF 6' CLF GATE 25 4 . 8 8 ' 75 . 2 0 ' UTILITIES EASEMENT TO THE CITY OF RENTON PER AFN 20020207002539, CITY OF RENTON ORDINANCE 4942 (ENCOMPASSES WHOLE VACATED STREET) B L D G A D D I T I O N F F : 2 1 . 9 5 EXISTINGBUILDING FF: 21.95 22.0022 . 0 0 22 . 0 0 1 - FIRE DEPARTMENT CONNECTION PROVIDE APPROVED BALL DRIP DRAIN AND DRAINAGE ROCK N 173833.02 E 1296160.66 BLDGADDITION DDCVA FIRE BACKFLOW ASSEMBLY SHALL BE INSTALLED INSIDE THE BUILDING PER COR STD DETAIL 360.5. FIRE SERVICE LINES TO BE 4" DI CL 52. REFER TO FIRE PROTECTION NOTE ON SHEET C5.2 1 - PIV VALVE PER COR STD DTL 360.5 N 173846.12 E 1296205.82 EXISTING FIRE HYDRANT TO REMAIN 17LF 4" DI CL52 29LF 4" DI CL52 19LF 4" DI CL52 1 - 90° 4" BEND (MJ) FIRE RISER LOCATION CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 N GRAPHIC SCALE 0 10 20 1" = 10 FEET 5 FIRE PROTECTION NOTES 35 FIRE SYSTEM PLAN C5.2Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ F i n a l De s i g n \ 2 2 4 0 8 1 9 - S H - F I R E - S Y S M - P L A N . d w g THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING, AND CONFIGURATION IS SUBJECT TO A CONTRACTOR PROVIDED DESIGN BY A FIRE PROTECTION ENGINEER, AND AS SUCH, THE FINAL DESIGN OF THE FIRE PROTECTION SYSTEM, INCLUDING HYDRANT LOCATIONS, MAY DEVIATE FROM THE SYSTEM SHOWN. THE FINAL DESIGN SHALL BE SUBMITTED TO AND APPROVED BY THE FIRE MARSHALL. CONTRACTOR'S BID SHALL REFLECT THE CONDITIONS OF THE FIRE PROTECTION ENGINEER'S DESIGN. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS AS SET FORTH BY "NFPA 13", ITS AMENDMENTS, AND LOCAL REQUIREMENTS, INCLUDING BUT NOT LIMITED TO ACQUISITION OF ALL PERMITS. 1 FIRE SYSTEM ENLARGEMENT FIRE SPRINKLER NOTE WHERE THE UNDERGROUND WATER SUPPLY TEES OFF TO SERVE ONLY A FIRE SPRINKLER SYSTEM, A SEPARATE DETAILED PLAN MUST BE SUBMITTED AND APPROVED BY THE FIRE MARSHAL PRIOR TO INSTALLATION. ALL WORK ON THE UNDERGROUND PORTIONS OF FIRE PROTECTION SPRINKLER SYSTEMS AND/OR FIRE MAIN FOR HYDRANT PLACEMENT MUST BE INSTALLED AND CERTIFIED BY A LICENSED CONTRACTOR WHO HAS ACHIEVED A STATE LEVEL "U" CERTIFICATION. SUBCONTRACTING OF SUCH WORK TO PERSONS OR FIRMS NOT CURRENTLY LICENSED AS A FIRE PROTECTION SPRINKLER SYSTEM CONTRACTOR IS PROHIBITED UNDER WAC 212-80. SEE SHEET C5.1 FOR WATER SERVICE PLAN SEE SHEET C5.1 FOR WATER MAIN PLAN W-438802 FIRE SYSTEM PIPING CANNOT BE INSTALLED UNDER THE FLOOR SLAB. PIPING MUST ENTER BUILDING AND BE IMMEDIATELY TAKEN VERTICALLY UP AND OVER TO THE SYSTEM CONNECTION. WT R - 2 7 - 4 3 8 8 EXISTING FIRE SPRINKLER NOTE EXISTING FIRE SPRINKLER TO BE MAINTAINED UNTIL NEW FIRE SYSTEM IS OPERATIONAL. CONTRACTOR TO COORDINATE SEQUENCING WITH RRFA AND COR WATER UTILITY DURING DEMOLITIONS AND VERTICAL CONSTRUCTION. SEE EXISTING FIRE SPRINKLER NOTE 05/15/2026 WATER UTILITY JValdez 06/03/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 36WATER NOTES AND DETAILS C5.3Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ F i n a l D e s i g n \ 2 2 4 0 8 1 9 - S H - W A T R . d w g 1 NOT TO SCALE 1 INCH WATER SERVICE 3 NOT TO SCALE REDUCED PRESSURE BACKFLOW ASSEMBLY W-438803 WT R - 2 7 - 4 3 8 8 2 0.75 INCH TO 2 INCH RPBA 05/15/2026 WATER UTILITY JValdez 06/03/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 37WATER NOTES AND DETAILS C5.4Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ F i n a l D e s i g n \ 2 2 4 0 8 1 9 - S H - W A T R . d w g 1 NOT TO SCALE WATER PLAN GENERAL NOTES 36 " - 4 2 " GRADE 2-1/2" FDC INLET WITH LOCKING FDC CAPS MANUFACTURED BY KNOX PRODUCTS TWO-WAY FREE STANDING CHROME- PLATED FIRE DEPARTMENT CONNECTION WITH 1" MIN. HIGH LETTERS "AUTO SPKR" METAL ADDRESS PLATE WELDED ON POST OR ATTACHED BY U-BOLT AND CHAIN, 24" MIN. ABOVE GRADE AND 1" MIN. HIGH LETTERS. 18" X 18" X 8" CONC. BLOCK 3 NOT TO SCALE FIRE DEPARTMENT CONNECTION W-438804 WT R - 2 7 - 4 3 8 8 2 CONNECTION TO WATER MAIN EXISTING TEE OR END LINE CAP 05/15/2026 WATER UTILITY JValdez 06/03/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 38WATER NOTES AND DETAILS C5.5Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ F i n a l D e s i g n \ 2 2 4 0 8 1 9 - S H - W A T R . d w g 1 NOT TO SCALE HORIZONTAL CONCRETE BLOCKING 2 NOT TO SCALE VERTICAL CONCRETE BLOCKING W-438805 WT R - 2 7 - 4 3 8 8 3 POLYPIGGING NEW WATER MAINS 05/15/2026 WATER UTILITY JValdez 06/03/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 GPGP GP GP GP GP GP GP GP GP GP GP GP GP GP GP GP P P GP GP S0 1 ° 2 3 ' 1 0 " W 2 7 8 . 3 5 ' ( M ) RAMP C/C C/C C/C C/C RAMP 12" MAPLE 12" MAPLE 14" MAPLE 8" UNKNOWN DECIDUOUS DRIVEWAY C/G C/G C/G E/C E/C E/CE/C E/C E/C 6' CLF 6' CLF 6' CLF 0.6' 0.5' NOT PART OF SURVEY (TAX PARCEL NO. 3340404150) NOT PART OF SURVEY (TAX PARCEL NO. 3340404150) 0.1' 4.9' 8.0' 6' CLF 6' CLF6' CLF ANGLE POINT BEARS S84°11'E, 0.6' FROM CALCULATED LOT CORNER 6' CLF 6' CLF 6' CLF 6' CLF 8' CLF E/C E/C E/C E/C 5.1' 9.0' 8.2' 17.5' 3.1' 0.3' 10' CLF GATE 0.3' 0.1' 3X8" UNKNOWN DECIDUOUS GATE E/C E/C 6' CLF 6' CLF 6' CLF STOP BAR C/G C/G C/G C/G C/G 30.0' DRIVEWAY E/C RA/W RA/W RA/W RA/W RA/W RA/W BUILDING FINISH FLOOR AT CENTER OF PED. DOOR LABELED "SPRINKLER ROOM" ELEV=21.95' NAVD 88 BUILDING FINISH FLOOR AT CENTER OF DOUBLE PED. DOOR ELEV=22.03' NAVD 88 E/C E/C E/C E/C E/C CONC. CANOPY COLUMN CONC. CANOPY COLUMN CONC. CANOPY COLUMN CONC. CANOPY COLUMN GATE GATE GATE 4' CLF4' CLF 4' CLF 4' CLF 4' CLF 4' CLF EDGE CANOPY (TYPICAL) EDGE CANOPY (TYPICAL) 12"MAPLE 13" MAPLE 17" MAPLE 11" MAPLE 14" MAPLE GATE 6' CLF "STOP" STEEL POST FOR AERIAL WALKER'S RENTON SUBARU PARTS AND SERVICE CENTER SIGN SERVICE CENTER DIRECTIONS SIGN C/C C/C RAMP E/C C/C C/C RAMP STEEL POST FOR AERIAL SUBARU SIGN 26.9'DRIVEWAY C/G RA/W 6' CLF 6' CLF 6' CLF 6' CLF 6' CLF 6' CLF 6' CLF GATE 6' CLF FENCE TRANSITION 6' CLF/6' STEEL 6' STEEL STORMWATER DETENTION POND 6' CLF 6' CLF 6' CLF 6' CLF 6' CLF 8' CLF 8' CLF 8' CLF 8' CLF 8' CLF 6' CLF 4' CLF 0.7' 1.2' 4.4' 2.8' 1.5' 0.8' 0.8' 1.5' 1.4' 1.0' 2.1' 0.4' 0.9' 1.0' 0.9' UNKNOWN USE CLEANOUT RIM=22.06' UNKNOWN USE CLEANOUT RIM=21.96' 525.46'(C) 117.44' S0 1 ° 2 2 ' 4 2 " W 11 6 . 4 3 ' N77°26'10" E 119.92' N0 1 ° 2 2 ' 4 3 " E 11 6 . 3 8 ' L1 8 L17 S0 9 ° 3 9 ' 1 5 " E 10 5 . 0 4 ' L2 0 L2 1 N77°24'38" E 123.29' 11 4 . 3 4 ' S86°20'10"W 391.52' 25 4 . 8 8 ' L1 0 L1 9 FND 1/2" REBAR AND CAP STAMPED "LS 19635" REBAR BEARS S88°24'33"E, 0.23' FROM THE CALCULATED LOT CORNER VISITED 11/18/2024 A/W A/W 0.7' 0.9' 1.0' 0.8' 3-WAY 6' CLF INTERSECTION BEARS S15°13'E, 6.2' 8'/6' CLF INTERSECTION BEARS S26°55'W, 0.8' FROM THE CALCULATED LOT CORNERGATE 8'/6' CLF INTERSECTION BEARS S79°15'W, 2.9' FROM THE CALCULATED LOT CORNER 75 . 2 0 ' PRIVATE INGRESS/EGRESS EASEMENT PER EASEMENT AGREEMENT WITH RIGHTS AND RESPONSIBILITIES AFN 20020612000622 QWEST TELECOMMUNICATIONS EASEMENT PER AFN 20030327000925 PRIVATE INGRESS/EGRESS EASEMENT PER EASEMENT AGREEMENT WITH RIGHTS AND RESPONSIBILITIES AFN 20020612000622 UTILITIES EASEMENT TO THE CITY OF RENTON PER AFN 20010906002177, CITY OF RENTON ORDINANCE 4914 (ENCOMPASSES WHOLE VACATED ALLEY) BUILDING FINISH FLOOR AT CENTER OF BAY DOOR ELEV=21.94' NAVD 88 6' CLF ANGLE POINT BEARS N53°23'W, 1.3' FROM CALCULATED LOT CORNER 8' CLF END BEARS N25°48'W, 1.0' FROM CALCULATED LOT CORNER PSE ELECTRICAL EASEMENT PER AFN 20030128002591 UTILITIES EASEMENT TO THE CITY OF RENTON PER AFN 20010906002177, CITY OF RENTON ORDINANCE 4914 (ENCOMPASSES WHOLE VACATED ALLEY) PSE ELECTRICAL EASEMENT PER AFN 20030128002591 PSE ELECTRICAL EASEMENT PER AFN 20030128002591 UTILITIES EASEMENT TO THE CITY OF RENTON PER AFN 20020207002539, CITY OF RENTON ORDINANCE 4942 (ENCOMPASSES WHOLE VACATED STREET) SE N E C A A V E S W SW 12TH S T SW 13TH S T INTERSTATE 405 BLDG ADDITION FF: 21.95 EXISTING BUILDING FF: 21.95 BLDG ADDITION TRANSFORMERS PULL VAULT PRIMARY PULL VAULT NEW POLE LOCATION REFER TO PSE PLANS REFER TO PSE PLANS FOR POWER RELOCATION AND RECONNECTION POWER VAULTS REFER TO PSE PLANS R13.00' CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 N GRAPHIC SCALE 0 20 40 1" = 20 FEET 10 UTILITY NOTES 39 COMPOSITE UTILITY PLAN C6.1Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ F i n a l De s i g n \ 2 2 4 0 8 1 9 - S H - C O M P - U T I L . d w g 1.ALL SEWER, WATER, STORM DRAINAGE, AND GAS SHALL BE MARKED WHERE THEY INTERSECT THE CURB WITH METAL TAGS EMBEDDED IN THE FACE. REFER TO SECTION 3.08 OF THE CITY DEVELOPMENT GUIDELINES AND PUBLIC WORKS STANDARDS. COORDINATE WITH CITY INSPECTOR. 2.MAINTAIN 18" VERTICAL SEPARATION AT ALL WATER UTILITY CROSSINGS 3.UTILITIES PARALLEL TO WATER SHALL MAINTAIN A MINIMUM 10' HORIZONTAL SEPARATION. NON-WATER UTILITIES PARALLEL TO EACH OTHER SHALL MAINTAIN A MINIMUM 1' HORIZONTAL SEPARATION. NEW POLE LOCATION REFER TO PSE PLANS POWER UNDERGROUNDING NOTES 1.LOCATION OF ALL POWER POLES, VAULTS AND CONDUIT ARE PRELIMINARY. REFER TO PUGET SOUND ENERGY (PSE) PLANS FOR FINAL LOCATIONS 2.REFER TO PSE PLANS FOR NOTES AND DETAILS REGARDING THE INSTALLATION OF NEW POLES AND VAULTS. 3.REFER TO PSE PLANS FOR NOTES AND DETAILS REGARDING THE REMOVAL OF EXISTING POLES AND OVERHEAD POWER LINES. R-438828 S-438807 W-438806 WP P - 2 7 - 4 3 8 8 WT R - 2 7 - 4 3 8 8 05/15/2026 WASTEWATER UTILITY Mbenoit 06/03/2026 WATER UTILITY JValdez 06/03/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 SE N E C A A V E S W SW 12TH S T SW 13TH S T INTERSTATE 405 BLDG ADDITION FF: 21.95 EXISTING BUILDING FF: 21.95 EXISTING DETENTION POND TO REMAIN 22 22 22 22 23 23 23 23 21 21 22 22 22 2222 HB HB HB HB PER RMC 4-4-070 LANDSCAPING (5) INTERIOR PARKING LOT LANDSCAPING ONE TREE PER 6 PARKING SPACES ONE SHRUB PER 20 SF OF LANDSCAPED AREA MAX. 50% OF SHRUBS CAN BE DECIDUOUS NO MORE THAN 50' BETWEEN PARKING STALLS AND AN INTERIOR PARKING LOT LANDSCAPE AREA PER RMC 4-4-070 STREET TREES EXISTING STREET TREES TO BE RETAINED GRAVEL GROUNDCOVER TO MATCH EXISTING GROUNDCOVER ON SITE X X X X REMOVE 4 TREES EXISTING ESCALLONIA SHRUB EXISTING AZALEAS 5 EXISTING AZALEA EXISTING ARBORVITAE HEDGE ROW (APPROX 15' HT.) TO BE RETAINED 241 SF 12 SHRUBS NO PLANTINGS DUE TO UTILITIES 254 SF 13 SHRUBS NO TREE DUE TO UTILITIES 1 2 3 4 5 6 7 8 9 10 11 13 14 1512 16 EXISTING CHERRY REMOVE PER RMC 4-4-070 STREET TREES EXISTING STREET TREES TO BE RETAINED 975 SF LS 407 SF LS 843 SF LS 104 SF LS 297 SF LS 1,649 SF LS X X LANDSCAPE PLAN N PLANT LEGEND TREES SYMBOL QTY DESCRIPTION SIZE MATURE HT TREE CREDITS 2 Tilia cordata 'Chancellor' Chancellor Littleleaf Linden (Large -2 pts ea) 2" Cal. Min. Well-Formed 40 4 5 Aesculus hippocastanum ‘ Baumannii’ Fruitless Horsechestnut (Large - 2 pts) 2" Cal. Min. Well-Formed 55 10 TOTAL NEW TREE POINTS 14 TOTAL EXISTING PRESERVED TREE POINTS 49 TOTAL TREE POINTS 63 SHRUBS SYMBOL QTY DESCRIPTION SIZE 9 Pennisetum alopecuroides 'Hameln' Hameln Fountain Grass 1 Gal. Min. 16 Potentilla fruticosa 'Goldfinger' Goldfinger Cinquefoil 3 Gal. Min. NOTE: 1.SEE SHEET L2 FOR CITY OF RENTON TREE RETENTION AND CREDIT WORKSHEET 2.ALL PLANT SELECTIONS ARE DROUGHT TOLERANT AND DO NOT REQUIRE PERMANENT IRRIGATION NOTE: 1.THERE IS NO WORK PROPOSED NEAR EXISTING TREES TO BE RETAINED - NO ADDITIONAL TREE PROTECTION IS NECESSARY 2.30% SIGNIFICANT TREES SHALL BE RETAINED; 56% PROPOSED RETAINED TREE INVENTORY NO SPECIES DBH HEALTH RETAIN REMOVE 1 PRUNUS (FLOWERING CHERRY)8 FAIR X 2 MAPLE 14 FAIR X 3 MAPLE 12 FAIR X 4 MAPLE 12 FAIR X 5 MAPLE 12 FAIR X 6 MAPLE 13 FAIR X 7 MAPLE 12 FAIR X 8 MAPLE 13 FAIR X 9 MAPLE 17 FAIR X 10 MAPLE 11 FAIR X 11 MAPLE 14 FAIR X 12 PRUNUS (FLOWERING CHERRY)8 FAIR X 13 PRUNUS (FLOWERING CHERRY)6 FAIR X 14 PRUNUS (FLOWERING CHERRY)7, 6 FAIR X 15 PRUNUS (FLOWERING CHERRY)6, 5 FAIR X 16 PRUNUS (FLOWERING CHERRY)6, 5 FAIR X CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 Know what's below. before you dig.Call R C26 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 R-438829 55LANDSCAPE PLAN 40 L1 1:30 ON SITE LANDSCAPING CALCULATIONS 254 241 1649 297 975 407 843 104 4,770 SF SITE AREA: 91,368 SF 2.5% LS REQ'D 2,284.2 SF PROVIDED: 4,770 SF 030 30 6015 TE D - 4 0 - 4 3 8 8 AMorganroth 06/03/2026 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 06/05/2026 34" 6" FROM BASE OF BRANCHING 1.5" 12" 2 X BALL DIA. ENSURE PROPER SUBBASE EXISTS; CLEAR ALL CONCRETE AND OTHER DEBRIS FROM PLANTERS PRIOR TO BACKFILLING AND PLANTING NOTES: 1. PLANTING BACKFILL: 50% EXISTING SOIL, 50% 1/4 MINUS COMPOST, MIXED THOROUGHLY 2. FOR MULCH TYPE SEE LANDSCAPE NOTES. 3. IF B&B AND BURLAP IS GREEN IN COLOR. REMOVE COMPLETELY BEFORE INSTALLING PLANT. DECIDUOUS TREE PLANTING & STAKING DETAIL No Scale WHEN PLANTING ON STEEP SLOPE, MAINTAIN PLANT IN VERTICAL POSITION WITHIN PLANTING PIT. MAKE A RIM ON DOWNSLOPE SIDE OF PLANT PIT TO RETAIN WATER, DECIDUOUS TREE INTERLOCKING PLASTIC TREE TIES OR AGENCY APPROVED EQUAL (2) 2x2 OR 2" DIA. WOOD STAKES DRIVEN INTO SUBGRADE OR SIM. METHOD FORM SAUCER WITH CONTINUOUS RIM TOP SOIL OR AMENDED BASE, REFER TO LANDSCAPE NOTES FOR DEPTH WHEN B&B REMOVE ALL WIRE AND ROLL BURLAP OFF TOP OF ROOTBALL SCARIFY SIDES OF PIT, BACKFILL WITH SOIL MIXTURE INDICATED IN THE NOTES IN 9" LAYERS. WATER AND TAMP TO REMOVE AIR POCKETS 3" MULCH GENERAL LANDSCAPE NOTES 1.Contractor is responsible for obtaining all necessary permits from the appropriate agency prior to commencing work. Contractor shall contact Line Locators (811) a min. of 48 hours prior to any digging or trenching. If there are any discrepancies with existing lines and landscaping, it is the contractor's responsibility to contact the landscape architect and request a site visit to address the conflicts. Contractor shall comply and conform to any and all local and state codes for work, schedules and any other project related requirements. 2.Contractor shall coordinate directly with the landscape architect for all landscape related issues, concerns, inspections and approvals. Contractor shall provide the landscape architect with a written request for a site visit to address any related items. 3.Scope of work shall include any and all specified and unspecified but related incidental work to achieve the design indicated on the landscape plans. All labor, materials, subcontractors, equipment, and related incidental items shall be supplied and installed to achieve a complete project, unless directed otherwise by the general contractor or landscape architect. 4.Contractor to verify all sub grades are set below required amendments to insure the finished grade will match what is intended by civil or drainage design. All sub grades and finished or final grades shall be graded to drain to the designed drainage system with positive drainage away from all structures. 5.Grade Preparation: a.Slopes used for grass plantings or turf shall be less than 3:1 or 33 percent. Otherwise plantings should not require mechanized mowing equipment. Any invasive / toxic vegetation shall be removed and treated with herbacide (hand applied to minimize treatment to specific plant) prior to any new planting. Native vegetation shall not be disturbed. Soil Preparation. a.Where soils are compacted and in informal grassy play areas, planting beds should be deep tilled to a depth of at least 12 inches. Soils shall be enhanced through the addition of the following materials: bark and forestry by-products, organic matter such as composted yard waste, organics and other amendments as needed through a soils test. Soils that meet a balanced PH between 6-8PH, do not required amending. Where Pit Planting, see planting detail for planting ring sizes and depths. Scarify the edges of planting pits to encourage root expansion. b.On project sites where topsoil is limited or nonexistent, a minimum depth of 6 (six) inches of sandy loam topsoil should be tilled into the soil to a depth of 12 inches through all planting areas with compacted soils. c.For all newly planted areas, three cubic yards of composted organic matter per 1,000 square feet of landscape area should be added to a depth of four inches to the top of the soil and Tilled in. d.Seeded areas shall be fine graded and rolled. New Soil depths in lawn areas shall be 4 Inches. e.Native undisturbed areas with new trees shall be pit planted per tree planting details. f.In order to utilize on site Top Soil, contractor shall submit a soil test showing the PH (acid) level of existing Top Soil on site. A ziploc type bag of soil can be delivered to Spectra Lab in the Tacoma Tideflats - 2221 Ross Way, Tacoma, WA 98421 or a similar testing lab to measure PH level in soils. 6. Mulching of Newly Planted or Replanted Areas. a.Mulches must be applied to the following depths: a minimum 3 (three) inches over bare soil, and two inches where plant materials will cover. b.Mulches must include organic materials, such as wood chips and shredded bark. c.Nonporous materials, such as plastic sheeting, shall not be used in any area of the landscape because of down-slope erosion and potential soil contamination from herbicide washing. d.Mulch should be applied regularly to and maintained in all planting areas to assist soils in retaining moisture, reducing weed growth, and minimizing erosion. 7. Contractor shall field layout all plant material and contact the landscape architect for a site visit to approve the layout. Any field modifications shall be done by the landscape architect prior to planting. 8. Contractor shall immediately notify the landscape architect of any poor drainage condition in landscape areas. No standing water shall be permitted in any landscape areas - either on the surface or below the topsoil. The landscape architect shall coordinate the drainage solution with the general contractor and civil engineer. Once the concerns have been remedied planting shall commence. 9. All groundcover to be planted in a triangular spacing formation, equal in all directions to the centers of the groundcovers in distances indicated in the legend. Contractor shall verify all quantities of groundcovers by area calculations and spacing requirements. 10. Landscaping is to be per plan. Plant substitutions due to availability or otherwise will be allowed only with landscape architect, owner and agency approval. Any substitutions will be with material of similar size, growth characteristics, and quality. 11. All trees must be staked as necessary so as to maintain material in a healthy, vigorous growing condition. 12. Landscaping shall be installed in a professional workmanlike manner that is consistent and accepted throughout the industry. All landscape and irrigation work shall be performed by experienced persons familiar with scope of project. 13. All landscape material and labor is to be guaranteed for a period of one full year from the time of completion. 14. When planting 'Balled and Burlapped' product, remove all burlap, string & wire from any B&B plant material, cut and remove jute strings. Gently place in tact Rootbal into planting pit. If rootball breaks or is not solid - the plant is unacceptable and shall be replaced. 15. Street trees shall be high branching with canopy that starts at least 6' above finish grade. 16. All plant I.D. tags are to remain on the plant material until final inspection has been completed. Once approved all plant I.D. tags shall be removed and discarded appropriately. 17. Trees shall be cared for in accordance with the American National Standards Institute (ANSI) standard practices for trees, shrubs and other woody plant maintenance (ANSI 300) in order to allow them to reach there mature height and form. 18. Pruning of street trees shall be performed per the ANSI 300 standards so as to maintain the natural form of the tree, encourage vigorous growth to a mature spread and height, and avoid weakening the tree to create a hazard. Street trees shall not be topped pollarded, or otherwise pruned in a manner contrary to these goals, unless there is no practicable alternative that would preserve essential utility services. 19.Plant material selected is drought tolerant or native species. The project proponent (property Owner) shall be responsible for maintaining and watering all plant material throughout the first growing season and in times of drought. Temporary irrigation shall be provided via TREE GATOR BAGS attached to each tree. The bags shall be filled when 14 empty - approximately 1 time per week and as needed during drought months. The bags will remain on the trees for the establishment period of two summer seasons, after which, bags shall be removed by the owner. Owner may elect to have the contractor hired to water and warranty the plants for the establishment period. For planting warranties from contractor to be ensured, contractor shall be responsible for watering the plant material and keeping the mulch ring weed free for the first growing season as part of the contract. It is recommended to install the landscaping in the Spring (February - April) or Fall (October - December)when dormant but before hard freeze. TEMPORARY IRRIGATION The project proponent shall ensure that a minimum of one (1) inch of water is supplied each week to the restoration area between May 1 and October 15 for a least the first two years following initial planting. The calculated amount of required water shall include both natural rainfall and temporary irrigation. TEST HOLE FINISHED GRADE MULCH LOOSE SOIL WITH VISIBLE DARK ORGANIC MATERIAL LOOSE OR FRACTURED SUBSOIL NOTE: TEST HOLSE SHOULD BE ABOUT 1 FOOT DEEP (AFTER FIRST SCRAPING AWAY OF ANY MULCH) AND BE ABOUT 1 FOOT DEEP SURFACE PREPARATION: 1.TILL THE SUB GRADE SOIL TO AN 8 INCH DEPTH. THOSE AREAS SUBJECTED TO VEHICLE TRAFFIC SHALL BE TILLED TO A DEPTH OF 12 INCHES. DO NOT SCARIFY OR TILL WITHIN THE DRIP LINE OF EXISTING TREES THAT WILL BE RETAINED. 2.PLACE 3 INCHES OF COMPOST MATERIAL AND TILL INTO 5 INCHES OF SOIL (A TOTAL AMENDED DEPTH OF ABOUT 9.5 INCHES FOR A SETTLED DEPTH OF 8 INCHES). 3.RAKE THE AREA SMOOTH AND REMOVE SURFACE ROCKS LARGER THAN 1INCH IN DIAMETER. 4.PLACE 2 INCHES OF GRADE AA COMPOST AND RAKE. COMPOST AMENDMENT QUALITY STANDARDS: 1.THE ORGANIC CONTENT FOR THE 'PRE-APPROVED' AMENDMENT RATES CAN BE MET ONLY BY USING COMPOST THAT MEETS THE DEFINITION FOR 'COMPOSTED MATERIALS' IN WAC 173-350-220. 2.THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 35 TO 65 PERCENT AND A CARBON TO NITROGEN RATION BELOW 25:1 3.THE CARBON TO NITROGEN RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND LOWLANDS REGION. PREPARATION FOR INSPECTION: 1.PROVIDE SIX HOLES PER SITE; ALL HOLES SHALL BE EVENLY PLACED THROUGHOUT THE SITE TO DEMONSTRATE AUGMENTATION HAS BEEN COMPLETED. 2.TEST HOLES SHALL BE A MINIMUM OF 1 FOOT DEEP AND 1 FOOT SQUARE. 3.CONTRACTOR SHALL PROVIDE DOCUMENTS FOR THE GRADE AA COMPOST VOLUME DELIVERED TO THE SITE TO CONFIRM THE COMPOST ORIGIN AND QUALITY. INSPECTION VERIFICATION: 1.2 INCHES OF COMPOST ON ALL DISTURBED SURFACES. 2.LOOSE SOIL FOR 8 INCHES WITH VISIBLE DARK ORGANIC MATTER. 3.LOOSE FRACTURED SUB SOILS SHOULD NOT BE EASY TO PENETRATE WITH A SHOVEL. 4 INCHES BELOW THE 8 INCHES. TOTAL DEPTH OF AUGMENTED AND LOOSENED SOIL SHALL BE 12 INCHES. COMPOST AMENDED SOIL PER BMP T5.13 8" DEPTH 12" DEPTH FOR VEHICLE TRAFFIC AREAS 2 X BALL DIA. NOTES: 1. PLANTING BACKFILL: 50% EXISTING SOIL, 50% 1/4 MINUS COMPOST, MIXED THOROUGHLY 2. FOR MULCH TYPE SEE LANDSCAPE NOTES. 3. IF B&B AND BURLAP IS GREEN IN COLOR. REMOVE COMPLETELY BEFORE INSTALLING PLANT. SHRUB PLANTING DETAIL No Scale WHEN PLANTING ON A STEEP SLOPE, MAINTAIN PLANT IN VERTICAL POSITION WITHIN PLANTING PIT. MAKE A RIM ON DOWNSLOPE SIDE OF PLANT PIT TO RETAIN WATER. MULCH TO DEPTH SPECIFIED IN NOTES FORM CONTINUOUS RIM BACKFILL W/ BACKFILL MIXTURE AS INDICATED IN NOTE IN 9" LAYERS. WATER AND TAMP TO REMOVE AIR POCKETS REMOVE ALL WIRE WRAP AND PLASTIC WRAP. REMOVE BURLAP FROM TOP OF ROOT BALL MULCH & TOPSOIL OR AMENDED BASE, REFER TO LANDSCAPE NOTES FOR DEPTH CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 Know what's below. before you dig.Call R C26000638 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 R-438830 55LANDSCAPE DETAILS & NOTES 41 L2 N.T.S. PAGE 3 N/A PER PAGE 1 TE D - 4 0 - 4 3 8 8 AMorganroth 06/03/2026 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 06/05/2026 SE N E C A A V E S W SW 12TH S T SW 13TH S T INTERSTATE 405 BLDG ADDITION FF: 21.95 EXISTING BUILDING FF: 21.95 EXISTING DETENTION POND TO REMAIN 22 22 22 22 23 23 23 23 21 21 22 22 22 2222 HB HB HB HB NEW ZONES RUN FROM BATTERY OPERATED TIMES ON HOSE BIBS FOR TEMPORARY IRRIGATION DURING ESTABLISHMENT PERIOD 1 2 IRRIGATION WATER POINT OF CONNECTION CREATE 3' DIAMETER DRIP LINE RING AROUND EACH TREE, TYP. IRRIGATION PLAN N NOTE: THERE IS NO WORK PROPOSED NEAR EXISTING TREES TO BE RETAINED - NO ADDITIONAL TREE PROTECTION IS NECESSARY VALVE SCHEDULE NO.GPM SIZE AREA TYPE OF ZONE 1 2.52 1"SHRUB MP ROTATOR 2 2.52 1"SHRUB MP ROTATOR NOTE: ADD ZONES TO EXISTING SYSTEM ONLY IF NEEDED, EXPAND ZONES WHERE POSSIBLE IRRIGATION LEGEND CATALOG NUMBER SYMBOL DESCRIPTION PSI RADIUS GPM 1800 SAM PRS B 25 NETAFIM OR SIM. DRIP LINE 24" SPACE AND 24" SPACE EMMITTERS 30 2' ICV SERIES ORBIT OR SIM. BATTERY OPERATED HOSEBIB CONTROLLER 2 STATION MIN. NEED (2) SCH 40 SOLVENT WELD PVC MAIN LINE, SIZE AS SHOWN CL 200 SOLVENT WELD PVC LATERALS, SIZE AS SHOWN SCH 40 SOLVENT WELD PVC SLEEVING, SIZE AS SHOWN IRRIGATION NOTES 1.IRRIGATION SYSTEM ENGINEERING BASED TEMPORARY HOSE BIB BATTERY OPERATED CONNECTIONS. THE INSTALLER TO VERIFY ADEQUATE STATIC WATER PRESSURE AT TIME OF INSTALLATION. 2.IRRIGATION LINES ARE THAT ARE SHOWN WITHIN HARD SURFACE AREAS FOR CLARITY, SHALL BE LOCATED WITHIN LANDSCAPE PLANTING AREAS OR UNDERGROUND SLEEVES. ALL VALVES SHALL BE INSTALLED WITHIN PROTECTIVE BOXES INSTALLED FLUSH AND LEVEL WITH FINISHED GRADE. 3.INSTALL ALL EQUIPMENT PER STATE AND LOCAL CODES. CALL LINE LOCATERS PRIOR TO DIGGING AT 1-800-424-5555. THE INSTALLER SHALL BE RESPONSIBLE FOR ALL PERMITS, TESTS AND INSPECTIONS AS REQUIRED. 4.SEE CIVIL DRAWINGS TO VERIFY ALL UTILITY LOCATIONS. 5.INSTALL MANUAL DRAINS AT ALL LOW POINTS AND RECORD ALL LOCATIONS ON THE "RECORD DRAWINGS". 6.ADJUST RADIUS ON ALL SPRINKLER HEADS TO MAXIMIZE THE COVERAGE AND MINIMIZE OVERSPRAY ON ALL HARD SURFACES. ADD ANTI-DRAIN CHECK VALVES TO LOW HEADS TO ELIMINATE DRAINAGE AND RUN-OFF. 7.MAINLINE & WIRING TO HAVE A MINIMUM COVER OF 18" AND ALL LATERAL PIPING 12". 8.PRIOR TO BACKFILL, THE MAIN LINE IS TO BE PRESSURE TESTED AT 75 LBS. FOR (1) ONE HOUR WITH '0' LOSS. THE COMPLETED TEST IS TO BE TURNED OVER TO THE GENERAL CONTRACTOR. 9.USE SELECT "ROCK FREE" NATIVE SOIL OR CLEAN SAND TO BACKFILL ALL TRENCHES AND COMPACT TO 85% DENSITY FOR LANDSCAPE AREAS AND 95% FOR AREAS UNDER CONCRETE OR ASPHALT. 10.THE BACK FLOW ASSEMBLIES ARE TO BE CERTIFIED BY A STATE LICENSED BAT. THE COMPLETED FORMS ARE TO BE TURNED IN TO WATER PURVEYOR AND AGENCY. AND A COPY OF THE CERTIFICATION SHALL BE DELIVERED TO THE PROJECT PROPONENT. 11.DO NOT SPICE THE RED SIGNAL WIRE BETWEEN THE CONTROLLER AND THE CONTROL VALVE. WIRE SPLICES SHALL BE WITHIN THE VALVE BOXES ONLY USING 3M-DBY SPLICE KITS. 12.ALL CONTROL VALVES SHALL BE TAGGED USING PLASTIC MARKING NUMBERS. NUMBER VALVES AS PER PLAN. 13.THE INSTALLER SHALL PROVIDE TO THE OWNER AN EXACT 'AS-BUILT' DRAWING OF THE INSTALLED SYSTEM I.IRRIGATION REQUIREMENTS: 1.Irrigation and Automatic Controller: a.A permanent built-in irrigation system with an automatic controller shall be installed, used, and maintained in working order in all landscaped areas of industrial, commercial, and multi-family development, and landscaped common areas in single family subdivisions. b.The irrigation system shall provide full water coverage of the planted areas as specified in the plan. c.The irrigation system maintenance program shall include scheduled procedures for winterization. 2.Exceptions for Drought Tolerant Plants: Landscape plans featuring one hundred percent (100%) drought-tolerant plants or landscaping already established without irrigation systems are exempt from installation of a permanent irrigation system, but drought tolerant proposals must provide supplemental moisture by means of a City-approved temporary irrigation system for a period not less than two (2) years. The Administrator shall have the option of conditioning the approval (i.e., requiring a screening fence, etc.). An inspection will be required one year after final inspection to ensure that the landscaping has become established. An inspection fee, paid at the time of permit application, will be required and the fee amount will be determined by the Administrator. (Ord. 5676, 12-3-2012) CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 Know what's below. before you dig.Call R C26000638 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 R-438831 55IRRIGATION PLAN 42 L3 1:30 030 30 6015 TE D - 4 0 - 4 3 8 8 AMorganroth 06/03/2026 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 06/05/2026 GP GP GP GP GP GP GPGP GP GP GP GP GP GP GP GP S01°23'10"W 278.35'(M) C/ G C/ C RA M P RA M P C/ C C/ C C/ C C/ C RA M P 12 " MA P L E 12 " MA P L E C/ G C/ G E/ C E/ C "S T O P " ST O P B A R C/ G C/ G C/ G C/ G C/ G C/C C/ C 30 . 0 ' DR I V E W A Y E/ C RA / W RA / W RA / W RA / W RA / W E/ CE/ C E/ C E/ C E/ C CO N C . CA N O P Y CO L U M N CO N C . CA N O P Y CO L U M N CO N C . CA N O P Y CO L U M N CO N C . CA N O P Y CO L U M N GA T E GA T E GA T E 4' C L F 4' C L F 4' C L F 4' C L F 4' C L F 4' C L F ED G E CA N O P Y (T Y P I C A L ) ED G E CA N O P Y (T Y P I C A L ) 12 "MA P L E 13 " MA P L E 12 " MA P L E 13 "MA P L E 17 "MA P L E 11"MA P L E 14 "MA P L E GA T E 6' C L F "S T O P " ST E E L P O S T F O R AE R I A L WA L K E R ' S R E N T O N SU B A R U P A R T S A N D SE R V I C E C E N T E R S I G N S E R V I C E C E N T E R DI R E C T I O N S S I G N E/ C C/ C C/ C RA M P ST E E L P O S T FO R A E R I A L SU B A R U S I G N E/ C 26 . 9 ' DR I V E W A Y C/ G C/ G GA T E RA / W 6' C L F 6' C L F 6' C L F 6' C L F GA T E 6' C L F FE N C E T R A N S I T I O N 6' C L F / 6 ' S T E E L 6' S T E E L 254.88' L9 L10 L1 1 0.7 ' 0.9 ' 3- W A Y 6 ' C L F IN T E R S E C T I O N BE A R S S 1 5 ° 1 3 ' E , 0. 6 ' F R O M T H E CA L C U L A T E D L O T CO R N E R 75.20' PS E E L E C T R I C A L EA S E M E N T P E R A F N 20 0 3 0 1 2 8 0 0 2 5 9 1 PS E E L E C T R I C A L EA S E M E N T P E R A F N 20 0 3 0 1 2 8 0 0 2 5 9 1 PS E E L E C T R I C A L EA S E M E N T P E R A F N 20 0 3 0 1 2 8 0 0 2 5 9 1 SENECA AVE SW S W 1 2 T H S T S W 1 3 T H S T 1 5 + 0 0 1 6 + 0 0 PI: 15+46.08 106+00 107+00 108+00 109+00 110+00 PI : 1 0 6 + 8 8 . 0 6 PI : 1 0 9 + 6 6 . 4 1 SENECA AVE SW STA: 109+66.41 = SW 12TH ST STA: 15+46.08 N 7 7 ° 2 7 ' 5 1 " E 5 4 6 . 0 8 ' N 7 7 ° 2 7 ' 4 4 " E 9 8 8 . 6 6 ' N1° 23' 10"E 278.35'N1° 27' 14"E 300.84' GP GP GP GP GP GP GP GP GP GP GP GP GP GP S01°23'10"W 278.35'(M) C/ G C/ G E/ C E/ C C/ C C/ C RA M P RA M P C/ C C/ C C/ C C/ C RA M P 12 " MA P L E 12 " MA P L E C/ G C/ G E/ C E/ C "S T O P " ST O P B A R ST O P B A R C/ G C/ G C/ G C/ G C/ G 30 . 0 ' DR I V E W A Y E/ C RA / W RA / W RA / W RA / W RA / W E/ CE/ C E/ C E/ C E/ C CO N C . CA N O P Y CO L U M N CO N C . CA N O P Y CO L U M N CO N C . CA N O P Y CO L U M N CO N C . CA N O P Y CO L U M N GA T E GA T E GA T E 4' C L F 4' C L F 4' C L F 4' C L F 4' C L F 4' C L F ED G E CA N O P Y (T Y P I C A L ) ED G E CA N O P Y (T Y P I C A L ) 12 "MA P L E 13 "MA P L E 17 "MA P L E 11 "MA P L E 14 "MA P L E GA T E 6' C L F "S T O P " ST E E L P O S T F O R AE R I A L WA L K E R ' S R E N T O N SU B A R U P A R T S A N D SE R V I C E C E N T E R S I G N S E R V I C E C E N T E R DI R E C T I O N S S I G N E/ C C/ C C/ C RA M P ST E E L P O S T FO R A E R I A L SU B A R U S I G N 26 . 9 ' DR I V E W A Y C/ G RA / W 6' C L F 6' C L F 6' C L F GA T E 6' C L F FE N C E T R A N S I T I O N 6' C L F / 6 ' S T E E L 6' S T E E L 17 " MA P L E 254.88' L9 L10 L1 1 0.7 ' 0.9 ' 3- W A Y 6 ' C L F IN T E R S E C T I O N BE A R S S 1 5 ° 1 3 ' E , 0. 6 ' F R O M T H E CA L C U L A T E D L O T CO R N E R 75.20' PS E E L E C T R I C A L EA S E M E N T P E R A F N 20 0 3 0 1 2 8 0 0 2 5 9 1 PS E E L E C T R I C A L EA S E M E N T P E R A F N 20 0 3 0 1 2 8 0 0 2 5 9 1 PS E E L E C T R I C A L EA S E M E N T P E R A F N 20 0 3 0 1 2 8 0 0 2 5 9 1 SENECA AVE SW S W 1 2 T H S T S W 1 3 T H S T 1 5 + 0 0 16 + 0 0 PI: 15+46.08 106+00 107+00 108+00 109+00 110+00 PI : 1 0 6 + 8 8 . 0 6 PI : 1 0 9 + 6 6 . 4 1 SENECA AVE SW STA: 109+66.41 = SW 12TH ST STA: 15+46.08 N 7 7 ° 2 7 ' 5 1 " E 5 4 6 . 0 8 ' N7 7 ° 2 7 ' 4 4 " E 9 8 8 . 6 6 ' N1° 23' 10"E 278.35'N1° 27' 14"E 300.84' CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 N GRAPHIC SCALE 0 20 40 1" = 20 FEET 10 DEMOLITION NOTES 43 SENECA AVE SW FRONTAGE IMPROVEMENTS CR1.1Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ R O W P l a n Se t \ 2 2 4 0 8 1 9 - S H - F R O N T A G E - S E N E C A . d w g 1.CONTRACTOR IS TO VERIFY LOCATION AND DEPTH OF ALL UTILITIES SHOWN. THE CONTRACTOR IS TO PROTECT UNDERGROUND UTILITIES DURING CONSTRUCTION. 2.CONTRACTOR TO PROTECT EXISTING STORM SYSTEM LOCATED IN FRONTAGE ALONG EAST VALLEY ROAD. 3.CONTRACTOR TO PROTECT EXISTING CURB AND GUTTER LOCATED IN FRONTAGE ALONG SENECA AVE SW. PROPERTY BOUNDARY ROAD CENTERLINE RIGHT OF WAY BOUNDARY ASPHALT PAVING PROPOSED SIDEWALK EXISTING SIDEWALK EXISTING TREE EXISTING GAS LINE EXISTING COMMUNITCATION LINE EXISTING WATER LINE EXISTING SEWER LINE EXISTING OVERHEAD POWER EXISTING STORM 1.ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS AND SPECIFICATIONS. 2.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE TO VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES SHOWN. 3.CONTRACTOR IS TO RAISE ALL REMAINING STRUCTURE LIDS TO BE FLUSH WITH FINISHED GRADE. REFER TO PLAN FOR REMAINING STRUCTURES. 4.ALL IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO CITY OF RENTON CONSTRUCTION STANDARDS. DEMOLITION PLAN IMPROVEMENTS PLAN FRONTAGE IMPROVEMENT NOTES FRONTAGE IMPROVEMENT LEGEND PROPERTY BOUNDARY ROAD CENTERLINE RIGHT OF WAY BOUNDARY ASPHALT PAVING EXISTING SIDEWALK EXISTING TREE EXISTING GAS LINE EXISTING COMMUNITCATION LINE EXISTING WATER LINE EXISTING SEWER LINE EXISTING OVERHEAD POWER EXISTING STORM DEMOLITION LEGEND PROTECT EXISTING CATCH BASIN PROTECT EXISTING CATCH BASIN TYPE C1 CONCRETE DRIVEWAY, SEE SHEET CR1.3 FOR GRADING ENLARGEMENT SAWCUT ALONG EXISTING GUTTER REMOVE EXISTING DRIVEWAY, CURB AND GUTTER SAWCUT ALONG EXISTING GUTTER REMOVE EXISTING DRIVEWAY, CURB AND GUTTER INSTALL DETECTABLE WARNING SURFACE ON EXISTING RAMPS 4 CR1.5 3 CR1.5 TYPE C1 CONCRETE DRIVEWAY, SEE SHEET CR1.3 FOR GRADING ENLARGEMENT 3 CR1.5 R-438832 REMOVE 8" SEWER AND PLUG AT MANHOLE ONCE NEW BUILDING SERVICE IS ONLINE PAVEMENT PATCH PER COR STD DTL 110.1 3 CR1.6 05/15/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 L15 GP GP GP GP GP GP GP GP GP N77°27'44"E 988.66'(C) C/G C/G E/C C/C C/C RAMP RAMP C/C C/C C/C C/C RAMP 12"MAPLE 12"MAPLE 14"MAPLE 8"UNKNOW N DECIDUO U S C/C C/C31.3'DRIVEWAY C/GC/GC/G C/G E/C E/C E/C E/CE/C E/C C/G C/C 6' CLF 6' CLF 6' CLF 0.6' 0.5' NOT PAR T O F S U R V E Y (TAX PAR C E L N O . 3 3 4 0 4 0 4 1 5 0 ) 23.9'DRIVEWAY 20.6' DRIVEWAY 24.2' DRIVEWAY C/C ASPHALT RAMP C/GC/G C/G E/CE/C A/W A/W GATE GATE GATE C/C C/C GATE 0.5' 0.4' 4.9'8.0' 6' CLF 7' CLF 7' CLF 0.2'0.3'0.2' 7' CLF 6' CLF 6' CLF 6' CLF 6' CLF 6' CLF AN G L E P O I N T BEARS S 8 4 ° 1 1 ' E , 0 . 6 ' FROM C A L C U L A T E D LOT COR N E R 6'/7' CLF A N G L E P O I N T BEARS N 8 9 ° 5 0 ' E , 0 . 6 ' FROM C A L C U L A T E D LOT COR N E R 14.4' "STOP" STOP BA R STOP BA R C/G C/C 30.0'DRIVEWAY E/C "STOP" STEEL P O S T F O R AERIAL WALKER' S R E N T O N SUBARU P A R T S A N D SERVICE C E N T E R S I G N UNKNOW N U S E CLEANOUT RIM=21.96' 17"MAPLE 237.36' 117.44' S0 1 ° 2 2 ' 4 2 " W N0 1 ° 2 2 ' 4 3 " E 11 6 . 3 8 ' L16GPGP P C/G C/G C/C C/C 14.9' DRIVEWAY GATE E/CE/C 15"UNKNOWN DECIDUOU S 13" UNKNOW N DECIDUOU S 15"UNKNOW N DECIDUO U S CONC. STE P S W/HAND R A I L A T C E N T E R C/C C/C RAMP 6' CLF 6' CLF 1X7", 5X4" , 4 X 3 " UNKNOW N DECIDUO U S 6' CLF 6' WDF 6' WDF 6' WDF 1X7" AND 1 4 X 3 " UNKNOWN DECIDUO U S 1X7" AND 1 4 X 3 " UNKNOWN DECIDUOU S RAMP C/C C/C 6' CLF 6' CLF 6' CLF UTILITY LOCATE PAINTED STUB MA R K C/G C/G C/G 1X9",2X7",1 X 4 " UNKNOW N DECIDUOUS "STOP" C/G C/G C/G C/G C/G QWEST TEL E C O M M U N I C A T I O N S E A S E M E N T PER AFN 2 0 0 3 0 3 2 7 0 0 0 9 2 5 PRIVATE I N G R E S S / E G R E S S E A S E M E N T PER EAS E M E N T A G R E E M E N T W I T H R I G H T S A N D R E S P O N S I B I L I T I E S AFN 200 2 0 6 1 2 0 0 0 6 2 2 PSE ELEC T R I C A LEASEME N T P E R A F N 2003012 8 0 0 2 5 9 1 PSE ELEC T R I C A L EASEME N T P E R A F N 2003012 8 0 0 2 5 9 1 SE N E C A A V E S W SW 12TH ST16+00 17+00 18+00 19+00 20+00 21+00 PI: 15+46.08 10 9 + 0 0 11 0 + 0 0 PI: 109 + 6 6 . 4 1 N77° 27' 51"E 546.08' N77° 27' 44"E 988.66' N1 ° 2 3 ' 1 0 " E 27 8 . 3 5 ' N1 ° 2 7 ' 1 4 " E 30 0 . 8 4 ' SW 12TH ST STA: 15+46.08 = SENECA AVE SW STA: 109+66.41 LI N D A V E S W L15 GP GP GP GP GP GP N77°27'44"E 988.66'(C) C/G C/G E/C C/C C/C RAMP RAMP C/C C/C C/C C/C RAMP 12"MAPLE 12"MAPLE 14"MAPLE 8"UNKNOWN DECIDUO U S C/C31.3'DRIVEWAY C/GC/GC/G C/G E/C E/C E/C E/CE/C E/C C/G 6' CLF 6' CLF 6' CLF 0.6' 0.5' NOT PAR T O F S U R V E Y (TAX PAR C E L N O . 3 3 4 0 4 0 4 1 5 0 ) 23.9'DRIVEWAY 20.6' DRIVEWAY 24.2' DRIVEWAYC/GC/G E/CE/C GATE C/C C/C GATE 0.5' 0.4' 4.9'8.0' 6' CLF 7' CLF 0.2'0.3'0.2' 7' CLF 6' CLF 6' CLF 6' CLF 6' CLF A N G L E P O I N T BEARS S 8 4 ° 1 1 ' E , 0 . 6 ' FROM CA L C U L A T E D LOT COR N E R 6'/7' CLF A N G L E P O I N T BEARS N 8 9 ° 5 0 ' E , 0 . 6 ' FROM CA L C U L A T E D LOT COR N E R 14.4' "STOP" STOP BA R STOP BA R C/G 30.0'DRIVEWA Y E/C "STOP" STEEL PO S T F O R AERIAL WALKER' S R E N T O N SUBARU P A R T S A N D SERVICE C E N T E R S I G N UNKNOW N U S E CLEANOUT RIM=21.96' 17"MAPLE 237.36' 117.44' S0 1 ° 2 2 ' 4 2 " W N0 1 ° 2 2 ' 4 3 " E 11 6 . 3 8 ' L16GPGP P C/G C/G C/C C/C 14.9' DRIVEWAY GATE E/CE/C 15"UNKNOWNDECIDUOU S 13" UNKNOW N DECIDUOU S 15"UNKNOW N DECIDUO U S CONC. STE P S W/HAND R A I L A T C E N T E R C/C C/C RAMP 6' CLF 6' CLF 1X7", 5X4" , 4 X 3 " UNKNOW N DECIDUO U S 6' CLF 6' WDF 6' WDF 6' WDF 1X7" AND 1 4 X 3 " UNKNOWN DECIDUO U S 1X7" AND 1 4 X 3 " UNKNOWN DECIDUO U S RAMP C/C C/C 6' CLF 6' CLF 6' CLF UTILITY LOCATE PAINTED STUB MA R K C/G C/G C/G 1X9",2X7", 1 X 4 " UNKNOW N DECIDUO U S "STOP" C/G C/G C/G C/G C/G QWEST T E L E C O M M U N I C A T I O N S E A S E M E N T PER AFN 2 0 0 3 0 3 2 7 0 0 0 9 2 5 PRIVATE I N G R E S S / E G R E S S E A S E M E N T PER EAS E M E N T A G R E E M E N T W I T H R I G H T S A N D R E S P O N S I B I L I T I E S AFN 200 2 0 6 1 2 0 0 0 6 2 2 PSE ELEC T R I C A LEASEME N T P E R A F N 2003012 8 0 0 2 5 9 1 PSE ELE C T R I C A L EASEME N T P E R A F N 2003012 8 0 0 2 5 9 1 SE N E C A A V E S W SW 12TH ST16+00 17+00 18+00 19+00 20+00 21+00 PI: 15+46.08 10 9 + 0 0 11 0 + 0 0 PI: 109 + 6 6 . 4 1 N77° 27' 51"E 546.08' N77° 27' 44"E 988.66' N1 ° 2 3 ' 1 0 " E 27 8 . 3 5 ' N1 ° 2 7 ' 1 4 " E 30 0 . 8 4 ' SW 12TH ST STA: 15+46.08 = SENECA AVE SW STA: 109+66.41 LI N D A V E S W CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 N GRAPHIC SCALE 0 20 40 1" = 20 FEET 10 DEMOLITION NOTES 44 SW 12TH ST FRONTAGE IMPROVEMENTS CR1.2Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ R O W P l a n Se t \ 2 2 4 0 8 1 9 - S H - F R O N T A G E - S W 1 2 T H . d w g 1.CONTRACTOR IS TO VERIFY LOCATION AND DEPTH OF ALL UTILITIES SHOWN. THE CONTRACTOR IS TO PROTECT UNDERGROUND UTILITIES DURING CONSTRUCTION. 2.CONTRACTOR TO PROTECT EXISTING STORM SYSTEM LOCATED IN FRONTAGE ALONG EAST VALLEY ROAD. 3.CONTRACTOR TO PROTECT EXISTING CURB AND GUTTER LOCATED IN FRONTAGE ALONG SW 12TH ST. 1.ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS AND SPECIFICATIONS. 2.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE TO VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES SHOWN. 3.CONTRACTOR IS TO RAISE ALL REMAINING STRUCTURE LIDS TO BE FLUSH WITH FINISHED GRADE. REFER TO PLAN FOR REMAINING STRUCTURES. 4.ALL IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO CITY OF RENTON CONSTRUCTION STANDARDS. DEMOLITION PLAN IMPROVEMENTS PLAN FRONTAGE IMPROVEMENT NOTES PROTECT EXISTING CATCH BASIN REMOVE EXISTING DRIVEWAY AND ASPHALT WEDGE CURB RELOCATE METER OUTSIDE OF CONCRETE SIDEWALK AS NECESSARY SEE SHEET CR1.4 FOR WATER MAIN IMPROVEMENTS SAWCUT ALONG EXISTING GUTTER SAWCUT ALONG EXISTING GUTTER REMOVE EXISTING DRIVEWAY, CURB AND GUTTER PROTECT EXISTING POWER POLE INSTALL DETECTABLE WARNING SURFACE ON EXISTING RAMPS TYPE C1 CONCRETE DRIVEWAY, SEE SHEET CR1.3 FOR GRADING ENLARGEMENT 3 CR1.5 TYPE C1 CONCRETE DRIVEWAY, SEE SHEET CR1.3 FOR GRADING ENLARGEMENT 3 CR1.5 TYPE C1 CONCRETE DRIVEWAY, SEE SHEET CR1.3 FOR GRADING ENLARGEMENT 3 CR1.5 INSTALL DETECTABLE WARNING SURFACE ON EXISTING RAMPS SEE SHEET CR1.4 FOR WATER MAIN IMPROVEMENTS 4 CR1.5 4 CR1.5 R-438833 05/15/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 GP GP 14 " MA P L E 26 . 9 ' DR I V E W A Y C/ G 6' C L F 6' C L F GA T E 6' C L F FE N C E T R A N S I T I O N 6' C L F / 6 ' S T E E L 75.20' SENECA AVE SW S W 1 3 T H S T 106+50 107+00 TC:20.42 FL: 20.42 TC:20.11 FL: 20.11 TC:20.50 FL: 20.00 STA:106+82.85, 17.93' RT STA:107+06.96, 17.96' RT STA:107+12.96, 17.99' RT MATCH EXISTING 1. 4 7 % 1.00% 1.00% 1. 5 0 % 1.33% 1.32% 1. 5 0 % 6.58% 2. 0 2 % 6.14% 10.00' 2.73% 0.18% 1. 9 9 % 5.06' 6.00'24.09'6.01' 5.00' FG: 20.44 FG: 20.61 FG: 20.51 FG: 20.19 EG: 20.59 FG: 21.20 FG: 20.92 FG: 21.55 FG: 21.71 BEGIN VERTICAL CURB BACK OF CURB INSTALLED MINIMUM OF 2.0' FROM NEW POLE STA:106+69.25, 3.24' LT END VERTICAL CURB BACK OF CURB INSTALLED MINIMUM OF 2.0' FROM NEW POLE STA:106+82.86, 17.93' RT FG: 20.55 FG: 20.53 GP GP GP GP GP S01°23'10"W 278.35'(M) C/ G RA M P C/ C C/ C C/ C C/ C RA M P 12 " MA P L E C/ G E/ C "S T O P " ST O P B A R C/ G C/ G C/ G 30 . 0 ' DR I V E W A Y E/ C E/ C E/ C CO N C . GA T E 12 "MA P L E "S T O P " L10 PS E E L E C T R I C A L EA S E M E N T P E R A F N 20 0 3 0 1 2 8 0 0 2 5 9 1 1 5 + 5 0 108+50 109+00 109+50 110+00 SENECA AVE SW STA: 109+66.41 = SW 12TH ST STA: 15+46.08 TC:20.62 FL: 20.12 TC:20.12 FL: 20.12 TC:20.09 FL: 20.09 TC:20.60 FL: 20.10 STA:108+78.49, 17.91' RT MATCH EXISTING STA:108+84.49, 17.98' RT STA:109+09.77, 18.04' RT STA:109+17.77, 17.98' RT MATCH EXISTING SENECA AVE SW S W 1 2 T H S T 1. 3 8 % 7.91% 1. 5 0 % 8.01% 0.15% 1. 5 0 % 0.15% 6.57% 1. 7 5 % 6.41% 5.05' 6.00'25.27'8.00' 5.00' EG: 20.68 FG: 20.21 FG: 20.17 EG: 20.70 FG: 21.02 FG: 21.59FG: 21.52 FG: 20.95 5.91' 4.18' 5.51' 5.63' 4.02' 5.86' EG: 20.24 EG: 20.64 EG: 20.30 EG: 20.74 EG: 20.78 EG: 20.74 EG: 20.99 EG: 20.99 EG: 20.48 EG: 20.82 EG: 20.48 EG: 20.94 C/G 14" MAPLE 8"UNKNOW N DECIDU O U S C/C 31.3' DRIVEWAY C/G E/C E/C E/C 6' CLF 0.6' 0.5' 6' CLF A N G L E P O I N T BEARS S 8 4 ° 1 1 ' E , 0 . 6 ' FROM CA L C U L A T E D LOT COR N E R 117.44' C/G SW 12TH ST 1. 8 0 % 7.94% 1. 5 0 % 8.18%1.11%1. 5 0 % 1.12% 7.41%2. 0 0 % 6.99% 4.94' 6.00'24.99'6.00' 4.93' FG: 21.55 FG: 21.06 FG: 21.34 FG: 21.78 TC:21.45 FL: 20.95 STA:16+48.65, 18.04' RT MATCH EXISTING STA:16+54.64, 18.02' RT STA:16+79.64, 18.10' RT STA:16+85.64, 18.11' RT MATCH EXISTING TC:20.97 FL: 20.97 TC:21.25 FL: 21.25 TC:21.83 FL: 21.33 FG: 21.60 FG: 21.79 L15 GP GP GP GP N77°27'44"E 988.66'(C) C/G 23.9' DRIVEWAY 20.6' DRIVEWAY 24.2' DRIVEWAY C/GC/G E/CE/C GATE C/C 0.5' 7' CLF 0.2'0.3'0.2' 7' CLF 6' CLF 6'/7' CLF A N G L E P O I N T BEARS N 8 9 ° 5 0 ' E , 0 . 6 ' FROM C A L C U L A T E D LOT COR N E R 14.4' L16 C/C GATE 6' CLF C/G C/G SW 12TH ST STA:17+91.58, 18.00' RT STA:18+13.06, 18.02' RT STA:18+54.31, 18.05' RT STA:18+60.31, 18.06' RT STA:18+80.91, 18.06' RT STA:18+86.91, 18.06' RT STA:17+85.58, 18.04' RT MATCH EXISTING STA:18+19.06, 18.01' RT MATCH EXISTING STA:18+38.33, 18.05' RT MATCH EXISTING STA:19+02.48, 18.06' RT MATCH EXISTING TC:22.02 FL: 21.52 TC:21.56 FL: 21.56 TC:21.42 FL: 21.42 TC:21.88 FL: 21.38 TC:21.82 FL: 21.32 TC:21.76 FL: 21.26 TC:21.35 FL: 21.35 TC:21.31 FL: 21.31 TC:21.79 FL: 21.29 TC:21.63 FL: 21.13 1. 3 3 % 7.27% 1. 5 0 % 7.14%0.64%1. 5 0 % 0.64% 7.15 %1. 7 5 % 6.81% 4.99' 6.00'21.48'6.00' 7.34'1. 8 0 % 0.70% 1. 5 0 % 0.46%6.77%1. 5 0 % 6.77% 0.18%1. 5 0 % 0.18% 7.87%1. 5 0 % 7.87% 1.73%1. 6 7 % 1.78% FG: 21.77 FG: 21.84 FG: 21.43 FG: 21.40 FG: 21.87 FG: 21.60 FG: 21.88 FG: 21.97 FG: 21.51 FG: 21.64 FG: 22.07 5.00'5.00' FG: 22.10 FG: 22.10 FG: 21.78 FG: 21.69 15.98'6.00'20.60'6.00'15.57' CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 N GRAPHIC SCALE 0 10 20 1" = 10 FEET 5 45 FRONTAGE DRIVEWAYS ENLARGEMENTS CR1.3Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ F i n a l De s i g n \ 2 2 4 0 8 1 9 - S H - F R O N T A G E - I N T X . d w g N GRAPHIC SCALE 0 10 20 1" = 10 FEET 5 N GRAPHIC SCALE 0 10 20 1" = 10 FEET 5 N GRAPHIC SCALE 0 10 20 1" = 10 FEET 5 R-438834 05/15/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 L15 GP GP GP GP GP GP N77°27'44"E 988.66'(C) C/G C/G C/G E/C E/C C/C C/C RAMP RAMP C/C C/C C/C C/C RAMP 12"MAPLE 12"MAPLE 14"MAPLE 8"UNKNOWNDECIDUOU S C/C31.3' DRIVEWAY C/GC/GC/G C/G E/C E/C E/C E/CE/C E/C C/G 6' CLF 6' CLF 6' CLF 0.6' 0.5' NOT PAR T O F S U R V E Y (TAX PA R C E L N O . 3 3 4 0 4 0 4 1 5 0 ) 23.9' DRIVEWAY 20.6'DRIVEWAY 24.2'DRIVEWAYC/GC/G E/CE/C GATE C/C C/C GATE 0.5' 0.4' 4.9' 8.0' 6' CLF 7' CLF 0.2'0.3'0.2' 7' CLF 6' CLF 6' CLF 6' CLF 6' CLF AN G L E P O I N T BEARS S 8 4 ° 1 1 ' E , 0 . 6 ' FROM CA L C U L A T E D LOT COR N E R 6'/7' CLF A N G L E P O I N T BEARS N 8 9 ° 5 0 ' E , 0 . 6 ' FROM CA L C U L A T E D LOT COR N E R 14.4' "STOP" STOP BA R STOP BA R C/G 30.0'DRIVEWAY E/C "STOP" STEEL P O S T F O R AERIAL WALKER' S R E N T O N SUBARU P A R T S A N D SERVICE C E N T E R S I G N UNKNOWN U S E CLEANOUT RIM=21.9 6 ' STORMD R A I N C A T C H B A S I N TYPE I RIM=21. 2 0 ' IE=19.10' 1 2 " P V C S W STORMD R A I N C A T C H B A S I N TYPE IRIM=20.7 0 'IE=17.92' 1 2 " P V C N E IE=18.01 ' 1 2 " P V C S STORMD R A I N C A T C H B A S I N TYPE I RIM=20. 3 9 ' IE=17.67' 1 2 " P V C E IE=17.68 ' 1 2 " P V C S W IE=17.65' 1 2 " P V C N W IE=17.45' 1 2 " P V C N IE=17.48' 1 2 " P V C S STORMD R A I N C A T C H B A S I N DID NOT O P E N RIM=22. 0 4 ' 12" MAPLE 17"MAPLE STORMD R A I N C A T C H B A S I N TYPE IRIM=21. 2 0 'IE=18.13' 1 2 " P V C N E IE=18.41' 1 2 " P V C S E IE=18.17' 1 2 " P V C S W STORMD R A I N C A T C H B A S I N TYPE I RIM=21. 8 0 ' IE=19.04' 8 " S W IE=18.97' 1 2 " P V C N W STORMD R A I N C A T C H B A S I N TYPE IRIM=21.1 5 ' IE=18.22' 1 2 " P V C N E IE=18.27 ' 1 2 " P V C S W STORMD R A I N C A T C H B A S I N TYPE IRIM=21. 0 7 'IE=18.55' 8 " P V C N E IE=18.42' 1 2 " P V C S W STORMD R A I N C A T C H B A S I N TYPE I RIM=20.7 6 ' FULL OF D I R T STORMD R A I N C A T C H B A S I N TYPE I RIM=20.7 0 ' IE=17.88' 1 2 " P V C N E IE=17.81' 1 2 " P V C N W 237.36' 117.44' S0 1 ° 2 2 ' 4 2 " W N0 1 ° 2 2 ' 4 3 " E 11 6 . 3 8 ' L16GPGP P C/G C/G C/C C/C 14.9'DRIVEWAY GATE E/CE/C 15"UNKNOW N DECIDUO U S 13" UNKNOWN DECIDUOUS 15"UNKNOWNDECIDUOU S CONC. STE P S W/HANDR A I L A T C E N T E R C/C C/C RAMP 6' CLF 6' CLF 1X7", 5X4", 4 X 3 " UNKNOWN DECIDUO U S 6' CLF 6' WDF 6' WDF 6' WDF 1X7" AND 14 X 3 " UNKNOW N DECIDUOU S 1X7" AND 1 4 X 3 " UNKNOW N DECIDUOU S RAMP C/C C/C 6' CLF 6' CLF 6' CLF STORMD R A I N C U L V E R T E N D IE=19.03 ' 1 6 " C M P UTILITY LOCATE PAINTE D STUB M A R K C/G C/G C/G 1X9",2X7",1X 4 " UNKNOWN DECIDUO U S STORMD R A I N C A T C H B A S I N 2.1' X 1.7' RIM=23.5 6 'IE=20.43 ' 6 " D I N E IE=20.5 3 ' 6 " D I S W IE=22.81' 4 " P V C N W STORMD R A I N C A T C H B A S I N TYPE I W / S O L I D L I D RIM=23. 3 4 'IE=20.10' 6 " D I S E IE=20.25' 6 " D I S W STORMD R A I N C A T C H B A S I N TYPE I RIM=21. 0 8 ' IE=19.65' 6 " P V C N E IE=19.58 ' 8 " C M P S E IE=19.74' 6 " D I N W STORMD R A I N C A T C H B A S I N TYPE IRIM=21. 9 1 'IE=19.84' 8 " D I S E STORMD R A I N C A T C H B A S I N TYPE II W / G R A T E D L I D RIM=21. 8 8 ' IE=19.46' 1 2 " D I N E IE=19.39' 1 6 " C M P S E IE=19.74' 8 " S W IE=19.07' 8 " D I N W FULL OF W A T E R TOP WA T E R = 2 0 . 2 5 ' IE=19.83 ' 1 2 " D I S W "STOP" STORMD R A I N C A T C H B A S I N TYPE I RIM=20. 8 7 ' IE=19.58' 1 2 " D I N E C/G C/G C/G C/G C/G QWEST T E L E C O M M U N I C A T I O N S E A S E M E N T PER AFN 2 0 0 3 0 3 2 7 0 0 0 9 2 5 PRIVATE I N G R E S S / E G R E S S E A S E M E N T PER EAS E M E N T A G R E E M E N T W I T H R I G H T S A N D R E S P O N S I B I L I T I E S AFN 2002 0 6 1 2 0 0 0 6 2 2 PSE ELEC T R I C A L EASEME N T P E R A F N 2003012 8 0 0 2 5 9 1 PSE ELE C T R I C A L EASEME N T P E R A F N 2003012 8 0 0 2 5 9 1 STORM D R A I N C A T C H B A S I N TYPE I RIM=21. 2 0 ' IE=18.88' 1 2 " P V C N E IE=18.77' 6 " P V C S E IE=18.75' 1 2 " P V C S SE N E C A A V E S W SW 12TH ST 10 9 + 0 0 11 0 + 0 0 PI: 109 + 6 6 . 4 1 16+00 17+00 18+00 19+00 20+00 21+00 PI: 15+46.08 SW 12TH ST STA: 15+46.08 = SENECA AVE SW STA: 109+66.41 N77° 27' 51"E 546.08' N77° 27' 44"E 988.66' N1 ° 2 3 ' 1 0 " E 27 8 . 3 5 ' N1° 27' 14"E 300.84' STA:19+77.08, 10.93' LT CONNECT TO EXSTING 12" TEE CONTRACTOR TO COORDINATE WITH CITY OF RENTON FOR REMOVAL OF EXISTING CAP/PLUG AND OTHER ASSOCIATED FITTINGS. SEE COR STD PLAN 300.4 FOR CONNECTION DETAIL STA:15+56.38, 6.00' LT CUT IN TEE TO EX 10" WATER MAIN PER COR STD PLAN 300.2 BY CITY FORCES (1) 10" TEE (FL) (1) 10" ADAPTER (FL x MJ) (1) 10" SLEEVE (MJ) (1) 10" GATE VALVE (FL x MJ) (1) 10" GATE VALVE (FL x FL) (1) 10" x 12" REDUCER (FL x MJ) 273 LF 12" DI CL52 WATER MAIN (PUBLIC) EXISTING 6" WATER MAIN TO BE ABANDONED IN PLACE STA:18+29.70, 6.00' LT 1-12"x6" TEE (FLXFL) 1-6" GATE VALVE (FLxMJ) 1-12" GATE VALVE (FLxMJ) 1-12" ADAPTER (FLxMJ) 1-CONC. THRUST BLOCK STA:18+29.70, 25.64' LT REPLACE EXISTING HYDRANT WITH NE HYDRANT PER COR STD PLAN 310.1, 310.2, AND 310.3 128 LF 12" DI CL52 WATER MAIN (PUBLIC) STA:19+57.66, 6.00' LT 1- 45° 12" BEND (MJ) STA:19+62.09, 10.62' LT 1- 45° 12" BEND (MJ) 6 LF 12" DI CL52 WATER MAIN (PUBLIC) 15 LF 12" DI CL52 WATER MAIN (PUBLIC) Profile View of SW 12TH ST3 SW 12TH ST 14 16 18 20 22 24 26 28 30 14 16 18 20 22 24 26 28 30 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 EXISTING GRADE AT ROAD CENTERLINE EXISTING GRADE ELEVATION AT ROAD CENTERLINE 273 LF 12" DI CL52 WATER MAIN (PUBLIC) STA: 15+60.46 CUT IN TEE TO EX 10" WATER MAIN PER COR STD PLAN 300.2 BY CITY FORCES (1) 10" TEE (FL) (1) 10" ADAPTER (FL x MJ) (1) 10" SLEEVE (MJ) (1) 10" GATE VALVE (FL x MJ) (1) 10" GATE VALVE (FL x FL) (1) 10" x 12" REDUCER (FL x MJ) STA: 19+77.08 CONNECT TO EXSTING 12" TEE CONTRACTOR TO COORDINATE WITH CITY OF RENTON FOR REMOVAL OF EXISTING CAP/PLUG AND OTHER ASSOCIATED FITTINGS. SEE COR STD PLAN 300.4 FOR CONNECTION DETAIL STA: 18+29.74 1-12"x6" TEE (FLXFL) 1-6" GATE VALVE (FLxMJ) 1-CONC. THRUST BLOCK RECONNECT HYDRANT TO NEW TEE. 128 LF 12" DI CL52 WATER MAIN (PUBLIC) 12" STORM CROSSING 15 LF 12" DI CL52 WATER MAIN (PUBLIC) 6 LF 12" DI CL52 WATER MAIN (PUBLIC) DEFLECT WATER PIPE 2.5° STA: 15+76.52 MANUFACTURERS RECOMENDATION: 5° MAXIMUM DEFLECTION ALLOWED: 2.5° DEFLECT WATER PIPE 2.0° STA: 15+84.52 MANUFACTURERS RECOMENDATION: 5° MAXIMUM DEFLECTION ALLOWED: 2.5° DEFLECT WATER PIPE 0.7° STA: 19+48.67 MANUFACTURERS RECOMENDATION: 5° MAXIMUM DEFLECTION ALLOWED: 2.5° STA: 19+62.09 1- 45° 12" BEND (MJ) STA: 19+57.66 1- 45° 12" BEND (MJ) EX POWER CONDUIT BOT PIPE:17.01 TOP WATER: 15.5 EX GAS LINE BOT PIPE: 18.31 TOP WATER: 16.36 EX 12" STORM BOT PIPE:18.51 TOP WATER: 16.17 EX GAS LINE BOT PIPE: 18.25 TOP WATER: 16.14 EX POWER CONDUIT BOT PIPE: 18.26 TOP WATER: 16.10 EX POWER CONDUIT BOT PIPE: 18.35 TOP WATER: 16.77 EX 8" STORM BOT PIPE: 19.33 TOP WATER: 17.58 EX GAS LINE BOT PIPE: 19.31 TOP WATER: 17.79 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 N GRAPHIC SCALE 0 20 40 1" = 20 FEET 10 46 SW 12TH ST PLAN AND PROFILE CR1.4Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ R O W P l a n Se t \ 2 2 4 0 8 1 9 - S H - F R O N T A G E - S W 1 2 T H P & P . d w g KEYNOTES SW 12TH ST PROFILE SCALE; H:1" = 20', V:1" = 4' PAVEMENT PATCH AND FULL LANE OVERLAY PER COR STD DTL 110.1 RECONNECT 3/4" WATER SERVICE TO NEW MAIN BY CITY FORCES RECONNECT 3/4" WATER SERVICE TO NEW MAIN BY CITY FORCES RECONNECT 1" IRRIGATION SERVICE TO NEW MAIN BY CITY FORCES 1 1 1 1 POWER/COMM LINE CROSSING, CONTRACTOR TO POTHOLE AND VERIFY DEPTH PRIOR TO CONSTRUCTION. 2 STORM CROSSING, CONTRACTOR TO POTHOLE AND VERIFY DEPTH PRIOR TO CONSTRUCTION. 3 GAS LINE CROSSING, CONTRACTOR TO POTHOLE AND VERIFY DEPTH PRIOR TO CONSTRUCTION. 2 2 2 333 EXISTING WATER MAIN, SEE COR RECORD DRAWING W-306804 EXISTING WATER MAIN, SEE COR RECORD DRAWING W-091702 REMOVE EX 10" GATE VALVE AND 10"X6" REDUCER. INSTALL 10" BLIND FLANGE ON EXISTING CROSS (EAST SIDE) POLYPIGGING STATION PER COR STD PLAN 300.7 4.25' EXISTING DEAD-MAN BLOCK REMOVE EX 6" GATE VALVE/VALVE BOX AND 6" BLIND FLANGE EX 6" SIDE OF TEE WT R - 2 7 - 4 3 8 8 W-438807 R-438835 1.ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) END (S) SHALL HAVE A WEDGE-TYPE RETRAINER GLAND EQUAL TO MEGALUG SERIES 110 2.12-INCH WATER MAIN SHALL HAVE A MINIMUM OF 4-FEET OF COVER AND A MAXIMUM OF 6-FEET OF COVER. WATER UTILITY NOTE 4 CONTRACTOR SHALL POTHOLE AND VERIFY EXISTING WATERMAIN ELEVATIONS PRIOR TO CONSTRUCTION. IF ELEVATIONS DIFFER FROM APPROVED PLANS, THE ENGINEER OF RECORD AND CITY OF RENTON SHALL BE NOTIFIED IMMEDIATELY 4 4 3 CR1.6 5.92' REPLACE SIDEWALK AS NECESSARY FOR HYDRANT INSTALLATION 05/15/2026 WATER UTILITY JValdez 06/03/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 47 CITY OF RENTON FRONTAGE IMPROVEMENT DETAILS CR1.5Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ R O W P l a n Se t \ 2 2 4 0 8 1 9 - S H - F R O N T A G E - D E T L . d w g ` RAMP 3/ 1 6 " 1 5/8"2 3/8" 5/8" 7/16" 7/8"1 7/16" 3/4" 1 1/2" C D A B A B A B C D MIN MAX DETECTABLE WARNING PATTERN AREA SHALL BE YELLOW, IN COMPLIANCE WITH WSDOT STANDARD SPEC. 8-14.3(3) 1 CEMENT CONCRETE SIDEWALK 2 CURB AND GUTTER REPLACEMENT 3 CEMENT CONCRETE DRIVEWAY ENTRANCE NOTES AND DETAILS 4 NOT TO SCALE TRUNCATED DOMES R-438836 05/15/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 48 CITY OF RENTON FRONTAGE IMPROVEMENT DETAILS CR1.6Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ R O W P l a n Se t \ 2 2 4 0 8 1 9 - S H - F R O N T A G E - D E T L . d w g 1 CEMENT CONCRETE DRIVEWAY ENTRANCE 2 TRANSVERSE PATCH FOR FLEXIBLE PAVING 3 TYPICAL LONGITUDINAL PATCH FOR FLEXIBLE PAVEMENT R-438837 05/15/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 49 CITY OF RENTON FRONTAGE IMPROVEMENT DETAILS CR1.7Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ R O W P l a n Se t \ 2 2 4 0 8 1 9 - S H - F R O N T A G E - D E T L . d w g 1.ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2.ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1- 800-424- 5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3.ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON- SITE. 4.ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/ AWWA C110/ A21. 10- 82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8 -MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5.MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10 -INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12 -INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE- HALF OF PIPE MANUFACTURER' S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD ( MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6.CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS ( OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7.ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8.NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9.THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. CITY OF RENTON WATER PLAN GENERAL NOTES STD. PLAN 300.0 (MARCH 2010) 1 CONNECTION TO WATER MAIN 2 CONCRETE BLOCKING FOR HORIZONTAL FITTINGS 3 CONCRETE BLOCKING FOR VERTICAL FITTINGS W-438808 WT R - 2 7 - 4 3 8 8 05/15/2026 WATER UTILITY JValdez 06/03/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 50 CITY OF RENTON FRONTAGE IMPROVEMENT DETAILS CR1.8Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ R O W P l a n Se t \ 2 2 4 0 8 1 9 - S H - F R O N T A G E - D E T L . d w g 1 CONNECTION TO EXISTING END LINE CAP 2 CONNECTION TO WATER MAIN CUT-IN TEE AND TWO VALVES 3 FIRE HYDRANT ASSEMBLY W-438809 WT R - 2 7 - 4 3 8 8 05/15/2026 WATER UTILITY JValdez 06/03/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 55 Know what's below. before you dig.Call R C2 6 0 0 0 6 3 8 LU A 2 5 - 0 0 0 1 7 1 PR 2 5 - 0 0 0 0 3 1 TE D - 4 0 - 4 3 8 8 51 CITY OF RENTON FRONTAGE IMPROVEMENT DETAILS CR1.9Q: \ 2 0 2 4 \ 2 2 4 0 8 1 9 \ 1 0 _ C I V \ C A D \ _ R O W P l a n Se t \ 2 2 4 0 8 1 9 - S H - F R O N T A G E - D E T L . d w g 1 POLYPIGGING NEW WATER MAINS 2 FIRE HYDRANT ASSEMBLY SHEAR BLOCK 3 FIRE HYDRANT ASSEMBLY PAVEMENT MARKER W-438810 WT R - 2 7 - 4 3 8 8 05/15/2026 WATER UTILITY JValdez 06/03/2026 DEVELOPMENT ENGINEERING msippo 06/05/2026 5552 R-438839 DEVELOPMENT ENGINEERING msippo 06/05/2026 5553 R-438840 DEVELOPMENT ENGINEERING msippo 06/05/2026 5554 R-438841 DEVELOPMENT ENGINEERING msippo 06/05/2026 5555 R-438842 DEVELOPMENT ENGINEERING msippo 06/05/2026