Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
zR-4388set
BASIS OF BEARING 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. HORIZONTAL DATUM NAD 83/91, WASHINGTON STATE PLANE, NORTH ZONE, AS DEFINED BY THE CITY OF RENTON PUBLISHED HORIZONTAL CONTROL NETWORK UTILITY NOTE UTILITIES/SERVICES WATER: CITY OF RENTON SEWER: CITY OF RENTON POWER: PUGET SOUND ENERGY GAS: PUGET SOUND ENERGY FIRE: RENTON FIRE PARCEL NUMBER 3340404265. SITE ADDRESS - --- --- 3 1.52' 10"W INTE�STATIE 4 5 I TOPOGRAPHIC NOTE THE LOCATIONS OF EXISTING UNDERGROUND THE EXISTING CULTURAL AND TOPOGRAPHIC UTILITIES ARE APPROXIMATE ONLY AND HAVE DATA SHOWN ON THESE DRAWINGS HAS BEEN NOT BEEN INDEPENDENTLY VERIFIED BY THE PREPARED, IN PART, BASED UPON INFORMATION OWNER OR ITS REPRESENTATIVE. THE FURNISHED BY OTHERS. WHILE THIS CONTRACTOR SHALL DETERMINE THE EXACT INFORMATION IS BELIEVED TO BE RELIABLE, LOCATION OF ALL EXISTING UTILITIES BEFORE AHBL CANNOT ENSURE ACCURACY AND THUS IS COMMENCING WORK AND AGREES TO BE FULLY NOT RESPONSIBLE FOR THE ACCURACY OF RESPONSIBLE FOR ANY AND ALL DAMAGES THAT THAT INFORMATION OR FOR ANY ERRORS OR HAPPEN DUE TO THE CONTRACTOR'S FAILURE OMISSIONS WHICH MAY HAVE BEEN TO LOCATE EXACTLY AND PRESERVE ANY AND INCORPORATED INTO THESE DRAWINGS AS A ALL UNDERGROUND UTILITIES. AHBL ASSUMES RESULT. NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. Know what's below. Call before you dig. OWNER D&C INVESTMENT, LLC PO BOX 1657 TACOMA, WA 98401 CELL: (206) 391-0311 CONTACT: DALE WALKER CIVIL ENGINEER AHBL ENGINEERS, PLANNERS, & SURVEYORS 2215 NORTH 30TH STREET, SUITE 300 TACOMA, WA 98403 PH. (253) 383-2422 CONTACT: MATT WEBER, PIE L---.7L j -- J 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 f TACOMA S EATTL E SPOKANE TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 ZONAL E 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB 05/15/2026 ARCHITECT HHJ ARCHITECTS, LLC 601 ST HELENS AVE TACOMA, WA 98402 PH. (253) 922-4168 CONTACT:JOHN MANUEL N SURVEYOR MCINNIS ENGINEERING IMPORTED FILL MATERIAL SHALL NOT CONTAIN 202 EAST 34TH STREET PETROLEUM PRODUCTS, OR SUBSTANCES TACOMA, WA 98404 WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, PH. (253) 414-1992 OR WHICH OTHERWISE VIOLATE ANY STATE, CONTACT: LARRY WALKER, PLS FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. RENTON CONTROL MONUMENTS FILL SPECIFICATION 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 GRAPHIC SCALE AVE. SW AND SW 16TH ST. 0 20 40 80 PROJECT SECONDARY BENCHMARK: CITY OF RENTON CONTROL ID. 1891 1" - 40 FEET 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. LEGAL DESCRIPTIONS TRENCH NOTE 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. (TPN 3340404148) 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 3340404265) 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. SITE BENCHMARK 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 VERTICAL DATUM NAVD 88 (AS DEFINED BY THE PUBLISHED CITY OF RENTON VERTICAL BENCHMARK NETWORK) (NGS2018 GEOID - USED) ABASIS 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 17/8" 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 EOPMENT ENGINEERING 10%k] ippo 06/05/2026 %%j LEGEND NOT TO SCALE EXISTING PROPOSED MONUMENT O _ SANITARY SEWER MANHOLE ❑ CATCH BASIN TYPE 1 ■ 0❑ STORM MANHOLE TYPE 2 Q■ SS SANITARY SEWER MAIN S S SD STORM LINE D - D - D ---W----W-- WATERLINE W W FIRE HYDRANT STREET LIGHT FENCE X X 0 0 o o EX. CHAINLINK FENCE AS NOTED 0 0 - EX. WOOD FENCE AS NOTED ASPHALT CONCRETE a WALL - - - -XXX- - CONTOURS XXX - - - ROW - - - - EASEMENT EVA ROUTE THROUGH SITE uj Q EST G�`pY W PY SW 1 ST z SOVTHW J HWEST GRADY WPY > SW 12TN ST pUT ED W J Q Q Sw 12TH s� � SITE , w z -00 SW 13TN ST TERSTATE 41�•� Cn w Q 0 z SW 16TH ST J EL 9<< F� 0 VICINITY MAP Sheet List Table Sheet Sheet 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 1 E4 I PRELIMINARY POWER RISER DIAGRAM 00 co O N U �, T T O O O i 6 N a D J N R-438801 LEGAL DESCRIPTIONS AND NOTES 00 00 co O 0 Uj LEGAL DESCRIPTIONS (TPN 3340404845, 3340404855, 334040470, AND 3340404865) 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'S EARLINGTON 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. (TPN 3340404148) 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 AT7:30 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 3340404470) ADDRESS: 555 SW 6RADY WAY LEGAL DESCRIPTION PER FIRST AMERICAN TITLE INSURANCE COMPANY NATIONAL COMMERCIAL SERVICES, SUBDIVISION GUARANTEE ORDER NUMBER NCS-1252965-WA1, DATED FEBRUARY 27, 2025 AT7:30 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 17 OF 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 WAY 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 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 17 OF 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 3340404265) 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 AT7:30 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. SURVEYORS CERTIFICATE BASIS OF BEARINGS HELD COMPUTED NAD 83/91, WASHINGTON STATE PLANE, NORTH ZONE, GRID BEARING OF NORTH 89043'16" 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. 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 17/8" BRASS DISK W/PUNCH AT THE INTERSECTION OF SW GRADY WAY AND SENECA AVE. SW 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 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 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, IFANY, 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. 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 ATTHE REQUEST OF HHJ ARCHITECTS, PLLC. O1/29/2026 _4_ LARRY 0. WALKER P.L.S. WASH. REG. NO. 49921 DATE 01/29/2026 00 M Cfl CD Q0 N , U T r\ T Q C) C) N Q J On `!; PC L0 N rr 0- Q z Ld Know what's below. Call before you dig. 01/29/2026 R-438802 BLOCK CALCULATIONS DIAGRAM 00 00 co i W w z L, MONUMENT DESCRIPTIONS OQ 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 OFOUND ENCASED 17/8" 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 OFOUND 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 Op 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 OFOUND 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 OFOUND 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 OFOUND ENCASED 17/8" BRASS DISK W/PUNCH 0.9' BELOW CASE RIM HELD FOR THE CENTERLINE ALIGNMENT OF LIND AVENUE SW ONLY VISITED 11/04/2024 OH 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 OFOUND ENCASED 17/8" BRASS DISK W/PUNCH 0.7' BELOW CASE RIM POSITION NOT HELD VISITED 11/01/2024 Oj FOUND ENCASED 17/8" 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 OFOUND ENCASED 17/8" 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 OPLEASE SEE SHEET 4 OF 42 FOR DESCRIPTION AND DISPOSITION OPLEASE SEE SHEET 4OF42 FOR DESCRIPTION AND DISPOSITION OPLEASE SEE SHEET 4 OF 42 FOR DESCRIPTION AND DISPOSITION OQ 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 Op 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 OPLEASE SEE SHEET 10 OF 42 FOR DESCRIPTION AND DISPOSITION OPLEASE SEE SHEET 5 OF 42 FOR DESCRIPTION AND DISPOSITION OPLEASE SEE SHEET 5 OF 42 FOR DESCRIPTION AND DISPOSITION 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 0 0 �o a Know what's below. Call before you dig. (BASIS OF BEARINGS) N89043'16"W 2274.52'(M) D 463 78 (M) 30' I 0 05"E g83 Ln 2 I 1 077 28, I 1 1 0 i M ' I I I I I I B 524.5p(M) PLAT OF C.D. HILLMAN'S 00FIRST pvE WAY 60'60' EARLINGTON ADD'N TO THE o Dy ' N CITY OF SEATTLE DIVISION o GRp "i - SW 1431.89I I 118 17 0 Ln W V) NO. 1 1 61 1 62 1 � BLOCK 27 I I 160 °27,26„E 561.32'(M) N o > I I N77 551.06'(C) 30' 30' 131 I I I pLEEY wpCATED) o o a 129I I Z Z I I w A -I N 1 30 I I W I32.13' � 2 1 0 0 577°27 54 S 1 1 1 y o 1 LU 0 1 3 1 I M 33' I 1 60' 60' 1 237 T N 1 1 I I o 0 40 ^ 1 1 1 G M _ I I 20' I I I I p1 LEY 32 I 1 1 � 111 I 16 15 1 14 I EARLINGTON ADD'N TOPLAT OF C.D. THEL1 LZ `� 33 1 CD 34 1 391° - 7Bp I 1 13 2 N 1 1 CITY OF SEATTLE DIVISION 1 I 237•36' VENUEI R ggg.66'(C) 80'7 I I ch N0. 1 31 32 L (SECOND STREET N77°27'44 E PLAT OF C.D. HILLMAN'S °� o BLOCK 28 128 29 1 3o SW 12TH� 20 g I I I I EARLINGTON ADD'N TO THE o °` 1 I L L6 L4 1 F _ L15 L16 w I I CITY OF SEATTLE DIVISION o 1 1 1 - T w � 0 1 II N0. 1 62 "' z2 121 c I BLOCK 26 60 1 61 1 /` c) M ti 17 118 119 I 1 J' _ - 117.44 o 00 o ED) PO o 1 1 46.08(M) L9 29 1 28 ,`� Z IL17 AELE , 1 I 1 w 1 °2751E5 L8 M I j N 1 301 20' N77 I N o w w voi N77°26'10"E ° t l� N I- � A 1 I 119.92 rt. I I- I 1 I _ I J� ..,-91'(C)' o \ N 3 H I I I 2 1 W W 6 '' 4 o zQ 1 1 1 5 I L11 M zu 3 ^' w u, Q 20I I I A`LEV cj 32 EARLINGTON ADD'N TO THE > LU 33 34 15 1 1 1 14 I PLAT OF C.D. HILLMAN'S 16 00 1 I CITY OF SEATTLE DIVISION 30 1 31 132 1 N > N0. 1 1 1 1 5 46'(C) H o BLOCK 29 /52 z Dapo- N m Z 17 18 1 19 1 I _ 0 1 1 z m 1 C IRD pVENVEI ,n 14 13 I I 1 "� �^ 42 48 () (TH H 5TRE 115 J 1 1 I I ou zsu N77024'38' c i 41 463 45 (C) O I i o °1 0 �S t�pEpTED) 901. 0 j 90' PLAT OF C.D. HILLMAN'S EARLINGTON ADD'N TO THE E 1 Lq _ N77°2438 CITY OF SEATTLE DIVISION 123.29' M I NO. 1 1 1 1 z 1 1 BLOCK 22 3 1 �. I I I(10 oLn v I E 5 SW 131 0 30' 1 30, . 20 N17°2313 586°20'10"W 43 1 � 391.52' L 1� P CALCULATED w w w CALCULATED NORTH RIGHT "' ~ I NORTH RIGHT OF WAY MARGIN PLAT OF C.D. HILLMAN'S OF WAY MARGIN I I v 1 `Z" a Z 20' I-405 EARLINGTON ADD'N TO THE I 1-405 I LU CITY OF SEATTLE DIVISION a - I PLAT OF C.D. HILLMAN'S NO. 1 1 00 u EARLINGTON ADD'N TO THE 1 BLOCK 25 CITY OF SEATTLE DIVISION I I I � NO. 1 I rn I BLOCK 30 t o o I 00 1 z 0 I � N 1 N N o 90' 90' ^ o I I I aw N In N 1 I N wi 1 W DI =W Z I I I I I Q w I in I I -i I I I I I I I I A -64_L1Affip� I 30' 30' 519.15- - - - - - - - - - - - - - - - - - �� - - - - 51-- - N89°34'35"E 1029.70' SW 16TH STREET BASIS OF BEARINGS INITIAL POINT (FOURTH AVENUE) 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 17/8" 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 N89°33'27"E 449.61' N 50 100 200 SCALE: 1" = 100' FOR 22" X 34" SHEET LINE IS 1" AT FULL SCALE LEGEND (M) MEASURED (C) CALCULATED (RX) SEE REFERENCED DOCUMENT LIST (P) PLAT DIMENSION O FOUND MONUMENT AS NOTED O FOUND REBAR AND CAP AS NOTED (� FOUND TACK IN LEAD AS NOTED 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 - - CALCULATED EASEMENT MARGIN (SEE SHEET 2 THROUGH 11 OF 11 FOR FURTHER INFORMATION) CALCULATED EASEMENT AREA LINE TABLE LINE NO. DISTANCE BEARING -1 60.03' S77° 2738"W L2 65.09' S77° 2738"W L3 100.95' N01° 27' 14"E L4 65.11' N77° 27' 51"E L5 100.95' S01° 27' 51"W L6 60.00' N77° 27' 51"E L7 100.94' Sol° 27' 00"W L8 120.00' S77° 27' 51"W L9 34.96' N77° 27' 51'E LID 100.04' S01° 23' 10"W L11 34.99' S77° 25' 32"W L12 100.07' N01° 24' 02"E L13 120.04' N77° 25' 32"E L14 100.16' S01° 24' 45"W L15 29.98' N77° 27' 44"E L16 63.89' N77° 27' 44"E L17 84.61' S77° 26' 10"W L18 108.12' N 01° 22' 43" E L19 108.12' S01° 22' 43"W L20 216.24' S01° 22' 43"W L21 60.12' S08° 57' 15"E LJ N a J N R-438803 TAX PARCELS 3340404845, 33404048557 33404048707 AND 3340404865 BOUNDARY SURVEY Q z L, I I I I I I I I I I I I I I I I I I I I I I I I I I 6' CLF GA_ GP I I L1 � GATEi I I IT-FND. 5/8" IRON ROD, 0.5' BELOW GRADE 6' CLF ANGLE POINT BEARS ROD BEARS S51°13'E, 0.6' FROM THE N46°21'53"E, 0.55' CALCULATED LOT CORNER FROM THE CALCULATED LOT CORNER Ln J VISITED 11/05/2024 I I I � I I I I I I I 6' CLF— I I I I I I I I I I I I I I I I I I I I I I I I I I FND. 4" SQUARE CONC. POST WITH 112' O.D. STEEL PLUG WITH PUNCF WHICH BEARS N25°03'21"E, 0.33' FROM THE CALCULATED LOT CORNEF VISITED 11/18/2024 I „E 546Og'(M) FND. 112" REBAR AND CAP STAMPED N77°2Ty1 "C&C LS 18077" WHICH BEARS S35°12'00"E, 0.06 FROM THE CALCULATED LOT CORNER VISITED 11/18/2024 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 0 �Ro. S11 MCIO OF WAytyF? Qo 0 cz ENGINEE Know what's below. P�F qF 499 �° °�� SURVEY Fss SISTER J�` 1821Dock Str �NAt LAN13 Tacoma, Was] Call before you dig. 01/29/2026 (253)4] www.mcinniser TAX PARCEL 3340404845 1 6' CLF ANGLE POINT BEARS N26043E, 0.9' FROM THE GATE CALCULATED LOT CORNER i I L6 6' CLF N 10 20 40 Q SCALE: 1" = 20' FOR 22" X 34" SHEET LINE IS 1"AT FULL SCALE LEGEND CLF CHAINLINK FENCE WDF WOOD FENCE B/W BACK CONCRETE WALK E/C EXTRUDED CURB Q O FOUND MONUMENT AS NOTED O FOUND REBAR AND CAP AS NOTED FOUND TACK IN LEAD AS NOTED 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 1......................................................... LINE TABLE LINE NO. DISTANCE BEARING .. L1 60.03' S77° 2738"W . .. .. .. .. / L2 65.09' S77° 27 38"W ............................................ .. � L3 100.95' N01° 27'14"E ...... ..... .. ... L4 65.11' N77° 27'51'E 1 -.-. r• L5 100.95' S01° 27' 51"W .. 1 .... .... ..... .. .. .... ..... .... .... ...... pK '. '! L6 60.00' N77° 27' 51"E .... .... ................................................•r ..... .... ..... .... . " ........................................... ........................................... ..` 1...... :'. r.. L7 100.94' S01° 27' 00"W U; :.:.. "., .r L8 120.00' S77° 27' 51"W oN� 117.44 . ................... �........ �.'1...F .::. t ,"F r', .. . L9 34.96' N77° 27' 51"E . p; .. ' ........ ............... .. _ r.:._ .................... . L10 100.04' S01° 23' 10"W ............................ ......... .............. . F.. ,.: ................................... ...................... L11 34.99' S77° 25' 32"W ........ .............. y. I ....... .............. L12 100.07' N01° 24' 02"E 1: ,p 1....;1 ........................................ ....................... L13 120.04' ° N77 25' 32"E .: L14 100.16' S01° 24' 45"W aLE POINT BEARS ........ 0.3' FROM THE r I. ED LOT CORNER r .. I .. ... j ______ S� _________ 30'.: .................................................................... ............ .................................................... I. I ... .............. fir. .'(.. ••,r ...... . .. .. .. .. .. �...... .. .. .. ... .. ... r..... ;: .. I ..... .._._._. .... .... ..... ..... os� l ... ... ... I ... .... .. .. I ....................... ....G ....... ...... J. .. ..... . .... ............. f .' I:. \ ' .. :. I .. .... ...... .............. I.. '. O :.• r::' ..... .......... . ------ .............. ............�" .__.".. ........ CD ... N .........I. .... ..... _::. " CD ... r_ .. ...................... �:.: _ ........... ...... ............... .. d- .................. ......... ..... 30, ........ ....... ...... .............. r, ".r _ ........ ..... r ....... DOINT BEARS .............. yr O. r-•'. .......... .. ..... .. .. �. .•.. .. FROM THE ........... ... ' CORNER �.:.` _. '.. _OT I .......�....... r .o I . . . . . . . . . . . . . . . . . . . r._.. --I_ _ C.: ............. _.:.:.:.:.:.:.:'.. .:.:. ii................. r IN COMPLIANCE WITH CITY OF F I. Gq I I o �. .................. ................. DEV I r .......... ............. �00j ................... .... I 00 I .". . 1 L J N a J N TAX PARCEL 3340404470 BOUNDARY SURVEY 00 00 co 0 W � � 0 O� Know what's below. Call before you dig. 01/29/2026 l� 15 30 60 SCALE: 1" = 30' FOR 22" X 34" SHEET LINE IS 1"AT FULL SCALE CLF WDF B/W E/C � 0 O LEGEND CHAINLINK FENCE WOOD FENCE BACK CONCRETE WALK EXTRUDED CURB FOUND MONUMENTAS NOTED FOUND REBAR AND CAP AS NOTED FOUND TACK IN LEAD AS NOTED 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 CALCULATED EASEMENT MARGIN AS NOTED EXISTING CHAINLINK FENCE AS NOTED EXISTING WOOD FENCE AS NOTED . .. i'`.'6 EXISTING CONCRETE SURFACE EXISTING ASPHALT SURFACE ��21f CALCULATED EASEMENT AREA 00 M Q0 O O N W 1 T T O O O N Q J LO N rr n R-438805 00 00 I I r) W TAX PARCELS 3340404265 AND 3340404148 OVERALL BOUNDARY AND TOPOGRAPHIC SURVEY DIAGRAM I I I Ln - o I I I I 00 �� I I o M I ti YU' ' �o 01— LEGEND N Q 15 30 60 CONC. CONCRETE TW TOP WALL GRADE AT TOP BACK WALL SCALE: 1" = 30' BW BOTTOM WALL GRADE AT TOE FACE WALL FOR 22" X 34" SHEET C/G CONCRETE CURB AND GUTTER LINE IS 1" AT E/C EXTRUDED CURB RA/W RAISED CONCRETE WALKWAY FULL SCALE C/C CURB CUT A/W ASPHALT WEDGE CURB CLF CHAINLINK FENCE � O FOUND MONUMENT AS NOTED O FOUND REBAR AND CAP AS NOTED LINE TABLE FOUND TACK IN LEAD AS NOTED Sp EXISTING STORMDRAIN MANHOLE LINE NO. DISTANCE BEARING EXISTING STORMDRAIN CATCHBASIN L15 29.98' N77° 27' 44"E o EXISTING STORMDRAIN YARD DRAIN L16 63.89' N77° 27' 441TE > EXISTING STORMDRAIN CULVERT END L17 84.61' S77° 26' 10"W R$ EXISTING STORMDRAIN ROOF DRAIN L18 108.12' N01° 22' 43"E SS EXISTING SANITARY SEWER MANHOLE L19 108.12' S01° 22' 43"W ® EXISTING WATER METER EXISTING WATER VALVE L20 216.24' S01° 22' 43"W EXISTING FIRE HYDRANT L21 60.12' S08° 57' 15"E FDC EXISTING FIRE DEPARTMENT CONNECTION EXISTING POST INDICATOR VALVE o EXISTING WATER HOSE BIB © EXISTING POWER VAULT 161 EXISTING PAD MOUNTED TRANSFORMER © EXISTING POWER METER iARYAND TOPOGRAPHIC � EXISTING LUMINAIRE Y DETAIL SHEET MATCHLINE -S7THROUGH 14) © EXISTING TELECOMMUNICATIONS MANHOLE AL) ® EXISTING TELECOMMUNICATIONS RISER 13 EXISTING NATURAL GAS VALVE ❑O EXISTING NATURAL GAS METER EXISTING UTILITY POLE �- EXISTING GUY ANCHOR ® EXISTING UTILITY JUNCTION BOX HVAC EXISTING HVAC UNIT Cep EXISTING UNKNOWN USE CLEANOUT GO EXISTING GATE POST O EXISTING BOLLARD -E:r- EXISTING SIGN AS NOTED 0 EXISTING 6" IN DIAMETER OR BIGGER DECIDUOUS TREE AS NOTED EXISTING 6" IN DIAMETER OR BIGGER CONIFEROUS TREE !! �� AS NOTED XX.X' EXISTING GROUND SPOT ELEVATION ALL GRADES ALONG CURB ARE AT FLOWLINE 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 — — CALCULATED EASEMENT MARGIN AS NOTED SD SD EXISTING STORMDRAIN LINE SS SS EXISTING SANITARY SEWER LINE SS(REC) SS(REC) RECORD POSITION EXISTING SANITARY SEWER LINE (SEE SURVEYORS NOTE 8, SHEET SV-01) W W EXISTING WATER LINE P P EXISTING SUBTERRANEAN POWER LINE T T EXISTING SUBTERRANEAN TELECOMMUNICATIONS LINE FO FO EXISTING SUBTERRANEAN FIBER OPTICS LINE G G EXISTING NATURAL GAS LINE CHU CHU EXISTING OVERHEAD UTILITY LINE TOP TOP EXISTING TOP OF SLOPE TOE TOE EXISTING TOE OF SLOPE — XXX — — EXISTING 1 FOOT MAJOR CONTOUR INTERVAL XXX EXISTING 1 FOOT MINOR CONTOUR INTERVAL o 0 0 0 0 0 0 o EXISTING CHAIN LINK FENCE AS NOTED y EXISTING WOOD FENCE AS NOTED EDGE EXISTING ASPHALT PAVING ' `s,•..-. ," ` .r EXISTING CONCRETE SURFACE EXISTING ASPHALT SURFACE EXISTING GRAVEL SURFACE EXISTING ECOBLOCK RETAINING WALL (GRADE POINT ARROW IS AT TOE FACE WALL) CALCULATED EASEMENT AREA 1 LJ N a J r"1 H H H LO N Know what's below. Call before you dig. 01/29/2026 00 00 I I 0 W z L, TAX PARCELS 3340404265 AND 3340404148 BOUNDARY AND TOPOGRAPHIC SURVEY DETAIL s0s ...... �........... SD STORMDRAIN CATCHBASIN ,. . TYPE I RIM=20.14' IE-17.10' 12" PVC W cn D o I 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 I o I I I � I o I I I I I I I I I I I 21.5 M J SHEET MATCHLINE SEE SHEET 10 OF 55 FOR CONTINUATION 0 0 � 0 Know what's below. Call before you dig. STORMDRAIN CATCH BASIN oouoo TYPE .... d RIM=20.61' IE=17.45' 12" PVC N . . IE=17.48' 12" PVC S f "STOP" U. _ . �/u . OHy ( ,� cv. . �. .1.°O� .ILI . �. - IE=17.88' 12" PVC NE �� . /. �?�. -21. - TE-17 Q91 9'J11 ❑\/(' NIAI kx-„ r ...�i1 . . . . . . . . v �.; P _. . . . . . FROM CALCULATED I I . G VG0.6' ONv . . ° _ . ° 1 . . . Mk_ P ° ® . . . . co. LOT CORNER C C ! p �, .AM o/ C21�. °pl _ f ° S P p T 6' CLF / 20.9'117.44' P . E/C . MAPLE ONv 21 0' ° 7� 214 l' 217 I NOT PART OF SURVEY C/C 1 p (TAX PARCEL N0. 3340404150) 1 ° / P I `Lb \ 21.6' N 05 10 20 SCALE: 1 " = 10' FOR 22" X 34" SHEET LINE IS 1"AT FULL SCALE 01/29/2026 00 co Q0 CD CD CD CV WE LO N a D J L / N rr I R-438807 TAX PARCELS 3340404265 AND 3340404148 BOUNDARY AND TOPOGRAPHIC SURVEY DETAIL 00 00 co NT 0 W 0 0 � 0 0� Know what's below. Call before you dig. 19 05 10 20 SCALE: 1" = 10' FOR 22" X 34" SHEET LINE IS 1"AT FULL SCALE 01/29/2026 00 M Q0 CD CD Q0 N WE H H H Ln N rr n TAX PARCELS 3340404265 AND 3340404148 BOUNDARY AND TOPOGRAPHIC SURVEY DETAIL 00 00 I w UNKNOWN USE- CLEANOUT RIM=21.96' m = m m i N M W m NOT PART OF SURVEY ao (TAX PARCEL N0. 3340404150 o 6 O o Z T Z / N m Cn O z / n 0 z z c 0 z NOT PART OF SURVEY (TAX PARCEL NO. 3340404150) 22. o� Know what's below. Call before you dig. I QWEST TELECOMMUNICATIONS EASEMENT PER AFN 20030327000925 22.11 UTILITIES EASEMENT TO THE CITY OF RENTON 0.9' PER AFN 20010906002177, CITY OF RENTON ORDINANCE 4914 (ENCOMPASSES WHOLE VACATED ALLEY) �-6' CLF ch PRIVATE INGRESS/EGRESS EASEMENT PER EASEMENT AGREEMENT WITH RIGHTS AND RESPONSIBILITIES AFN 20020612000622 1.0' 21.8' .8' z1,7' 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' N WATER LEVEL BOTH SIDES OF BAFFLE WALL=17.0' NOTE: BOTTOM OF VAULT HAS HEAVY SLUDGE DEBRIS 0.9' AND NO PIPE SEEN HEADING TO THE NORTH TOWARDS OBSERVED CLEANOUTS 6' CLF SANITARY SEWER MANHOLE E/C 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' STORMDRAIN CATCHBASIN WATER LEVEL BOTH SIDES OF BAFFLE WALL=17.0' 2ZS TYPE I NOTE: BOTTOM OF VAULT HAS HEAVY SLUDGE DEBRIS 21.5' ti R I M _,1.31' L IE=19.00' 8" PVC N IE=18.79' 8" PVC SW IE=19.15' 6" PVC W 6' CLF ANGLE POINT �8ECLEN28 W BEARS SD BEARS 5 CALCULATED DCALLCULAATED BLOT 1�9 05 10 1 20 SCALE: 1" = 10' FOR 22" X 34" SHEET LINE IS 1"AT FULL SCALE A SS�oNAL�LAN SJ`r 01/29/2026 3X8" UNKNOWN DECIDUOUS 23 m RDItA P, 4914� 0 / 1 //711 SHEET MATCH LINE SEE SHEET 8 OF 55 FOR CONTINUATION b o M N � o I ' � J I Ii � I I I I I I I � I I I I I I I I I I I I � I I I I I I I I I I I I I I I I I I I I I I I I I I I 01 SHEET MATCHLINE SEE SHEET 12 OF 55 FOR CONTINUATION I 00 co C) N 1 LJ • • N a J r"1 H H H N L.L 00 00 0 W 4' CLF I in. . . . . . . . . . . J ❑ _ 20.3` . c ^' 4' CLF . .... ................ �— 4 — SHEET MATCHLINE Ln SEE SHEET 11 OF 55 FOR CONTINUATION d7n h' .I . N 05 10 20 SCALE: 1" = 10' FOR 22" X 34" SHEET LINE IS 1" AT FULL SCALE Q � 0 o� Know what's below. Call before you dig. 01/29/2026 yl�yl-141 a �-6' CLF 0.5' `6' CLF 6' CLF ti v A pTEp� p 1,,R. ORS, /CN 7 ' `FND 1/2" REBAR AND CAP STAMPED "LS 19635" REBAR BEARS S88024'33"E, 0.23' FROM THE CALCULATED LOT CORNER VISITED 11/18/2024 FUTILITIES EASEMENT TO THE CITY OF RENTON PER AFN 20010906002177, CITY OF RENTON ORDINANCE 4914 (ENCOMPASSES WHOLE VACATED ALLEY) 9' NOT PART OF SURVEY (TAX PARCEL NO. 3340404150) / 2610"E Nn 119.9_�j z O v O L.L W H L0 J W = O F Q� W LLJ H = W N W W 2 W Lr) V) 3 22.0" co Q0 CD CD CD Q0 N I, u `"9 �W R-438810 TAX PARCELS 3340404265 AND 3340404148 BOUNDARY AND TOPOGRAPHIC SURVEY DETAIL 00 00 co NT 0 W J 05 10 20 SCALE: 1" = 10' FOR 22" X 34" SHEET LINE IS 1"AT FULL SCALE 0 0 0� Know what's below. Call before you dig. 01/29/2026 00 M Q0 CD CD Q0 N WE T T Q C) C) N Q J H H H Ln N rr n R-438811 TAX PARCELS 3340404265 AND 3340404148 BOUNDARY AND TOPOGRAPHIC SURVEY DETAIL 00 00 co 0 Uj z Li 0 PY SANITARY SEWER MANHOLE - FULL OF WATER - NO INVERTS FELT /RIM-21.35' N/ TOP WATER-20.01' ATE 2 4' SANITARY SEWER / MANHOLE 214 N W/ CONC. CHANNEL RIM=21.61' IE=14.61' 6" PVC N IE=14.33' 8" PVC E IE=14.06' 8" CONC. W 46'(C)�/ LADDER= IE=19.00' 8" PVC N IE=18.79' 8" PVC SW IE=19.15' 6" PVC W 6' CLF ANGLE POINT BEARS N53023W, 1.3' FROM CALCULATED LOT CORNER 8' CLF END BEARS N25°48'W, 1.0' FROM CALCULATED LOT n CORNER / -8' CLF 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 / BOTTOM STANDPLADDER8N (ENCOMPASSESUTILITIES EASEMENT TO THE CITY OF WHOLE VACATED PER AFN 20020207002539, CITY OSTR ET) NOORDINANCE 4942 ///A ENU/E oRDINpNEE 4942 Tjw t j pj pCp1E W 13TH STREET � STORMDRAIN MANHOLE TYPE II RIM-20.36' IE=14.86' 8" S (FULL OF DIRT) 8" STANDPIPE STRUCTURE ON WEST SIDE IE=15.278" PVC W TOP STANDPIPE=17.81' BOTTOM STAN DPI PE=14.81' LADDER=N 2.8' 21 (�W STORMWATER I P �i —21 — TOP021.8' 6.2' a 11� -STORMDRAIN CULVERT END DETENTION I _ rnF�18.1' TOE TOE d ��22 D' _22— TOP , l 05 10 20 SCALE: 1" = 10' FOR 22" X 34" SHEET LINE IS 1"AT FULL SCALE Q o� Know what's below. Call before you dig. 01/29/2026 SHEET MATCHLINE SEE SHEET 9 OF 55 FOR CONTINUATION w IV) z wl W > Z Q W U Q N � cr Z J I ONU N� � I ----8'/6' CLF INTERSECTION BEARS S26055W, 0.8' FROM THE CALCULATED LOT CORNER I 6' CLF I 1 I I w (n =) w Z =) w z ,-6' CLF Q j W Q STORMWATER DETENTION I ,z,, POND -� 0.7' i y i i i -6' CLF I I SHEET MATCHLINE SEE SHEET 13 OF 55 FOR CONTINUATION T T Q C) O N Q J LO N 0� n R-438812 00 00 I I W d 01-X20.4'-------/ o d Ol 18 - -3 01 � 7 A' 381- 020.5'- d01 20 18.0' 30� STORMDRAIN CULVERT END y 191R,2'301 301 IE=17.82' 12" PVC NE 6t301 I I a01 f rp / 3' 18 18./ a STORMWATER `(18.3' STORMDRAIN CULVERT END DETENTION 1 TOE TOES - / �TOE18.1' TOE IE=18.16' 12" PVC NW POND 1�18.1'DE P 419.8' TOE 21.9' �-018.3,- TOE_ 20 0.2'- TO TOE19.8'- �T ��18.5'- TOE -19 -T �20.3'- 20 �TCiF� 20.1'�P ' 21.6' -TOP- 21.4' TW=21.7 76CLF TW=21.T ' � BW=20.2' ,l TW=21.6' �6' CLF BW=20.1' r BW=20.6' STORMWATER DETENTION 0.4' POND ECOBLOCK WALL i INTERSTATE405 �I I I I I I I I I I I I I I I I I m= m m N m = --Im 3 my �n _ O n Z L m N O n O Z 1 N Z C 1 o-r O Z I I l2 05 10 20 SCALE: 1 " = 10' FOR 22" X 34" SHEET LINE IS 1"AT FULL SCALE 0 0 0 0� Know what's below. Call before you dig. ,"�21. TW =21.7 BW=20.4' TAX PARCELS 3340404265 AND 3340404148 BOUNDARY AND TOPOGRAPHIC SURVEY DETAIL X22.1' \ � \ 918 � I 4.4' 21.2' 1- � � Q _ / i A - 21 - TOP X21.8' 6.2' �-�--M22.0' =22- TOP � 21.5' 22 CLF L-- 1.2' SHEET MATCHLINE SEE SHEET 12 OF 55 FOR CONTINUATION I I I I I I I 00 co C) CD CD (D 1 LJ • • H LO N a D J H H H LO Ir I R-438813 00 00 CM 0 w SHEET MATCH LINE SEE SHEET 11 OF 55 FOR CONTINUATION X20.4' — I l I I � I 0 0 Q Know what's below. Call before you dig. l2 05 10 20 SCALE: 1 " = 10' FOR 22" X 34" SHEET LINE IS 1"AT FULL SCALE 1.2' I� 021.5' v0000 I 20.8' N � I .-f N I III11.9'� ,c 3-WAY 6' CLF INTERSECTION BEARS S15°13E, 0.6 FROM THE CALCULATED LOT CORNER 01/29/2026 21 20.9' �6' CLF �'6' CLF I I I I i I � i I i i INTERSTATE405 I I i I I I i I I I I I I I Z 0 u 0 11 W Ln Z N LL J 0 =m� u , Q~ w 2 w v1 W W 2 w to to 00 co 0 0 Q0 WE N a J H H H N rr I R-438814 POOP .....,..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'........ ............................................................... . POOP.. ... .. .... - - ... .. POOP .. . .............................. 6 CLF ,GRESS .EASE M ENT.' ............ . .............::... ;; POOP...........................:i-�/,- h.:':' :.., .• ..'' :' r '.1'..'.'.. '.'? '........... �..' :t- I:. '.t: :`:° I � M:�iV:T'WITH.RJ.QH" TIES ,�_._. �. G.'... QN.•::�`,":•:� 6'CLFANGLEPOINT z2'.'.......... DEMO LEGEND �.•% .' A• c. ��CC��'• I moo.. .. •. .. a:r 6C .. ... �. ....... t.. ';':.:: .::. :s:. ou BEARS S84°11'E, 0.6' - . .. I. .'/:':POOP ............. C' : 1 '. %, - •4;f ,,� �r FROM CALCULATED - O """""' .. TREE TO BE REMOVED POOP... ............. U:.• .. .. (Y1 POOP. .'1'.'. ........... ,-:��"..-'' N7 •: e' �0 . LOT CORNER 1{ m .. :.7.' :P . ..POOP. 6'CLF I I O 1;i"G ...'.'.'.'.'.'.'... v'' . :; : . . -T:.. 17. !� vI 2 MAPLE' / TREE TO BE RETAINED ..---: ............... W v .. P NOT ART OF SURVEY •r'y I . yam:..... ••.' ` I 12" TAX PAR E L N 34 4 41 0 3 0 0 50 ... POOP.. .. MAPLE v POOP. �'�' ..:.' as' REMOVE EXISTING ASPHALT ......'PSE. ELECT.RIICAL. . ,�: 12 J _ v �R H P 0 HU o M PLE I EA EM M� Pf AFN S. VNENW N' OHS I. $ POOP.. POOP. POOP. .. .4 CPUOU .. '•700' OT280 259'1' ' .E' C .I. f2 M P' REMOVE EXISTING CONCRETE A ,' MAT HLINE C POOP. POOP POOP. •,a �'. I P... ...... 7 .o ' E'.G. I:: J :::.. ............. E... . '.'.®.'. .. 11 J• POOP... POOP. %a RETAIN EXISTING ASPHALT .•�.:: POOP.: . 6' LF y C C EE HEET 1.1 0 I S S C ' .' .' .' .' .' POOP' .' .' .' .' .' .' I OU.. ,� �� �� POOP... .'. .'.. .'. ,:4•'. ........................ T �- ... POOP.. POOP... '.'.'.'.'.': � De muous, . S 0 ........ ........ ..... .. �. POOP'.', •: •..;,:.::.:. I..... ........ ............. .•.�' I ................ ................... I S .POOP.. . I , � `� POOP '..: . C G POOP..; QWEST TElEC M'haUNiLATI0N5;EA6EMENT �;'.��', ',':�: '. ,'d - '' / t......cn....'.'.1.'.'.... PFRFGFN 0©'30327000924, 51 RETAIN EXISTING CONCRETE :" ......I..... .POOP ........... POOP .. ............ .C•......•. ...•:•:: � :::•.':: ... . ti� -- °� 3: POOP 7rI D.o. 1' TEEi.. :ST.: JJ�{{ c c . N J'' POOP... .. M .'.'.'.'.'.'.'.'.'.'. .................... . J i I �E'R1;4� .'.'. I c. . N NOT P F'.'.'.'.'.'.'.'.'.. 7 'P BA ........................ 2 •S � N ............................................. ............................................... O ... WaLKE.R .RENTON................. ,� ............ .........c�...... ° '-, S U R Y. ...........................' ,POOP... POOP. POOP °:. � '� .....'.:............ POOP. UNKNPWN USE ............... ...POOP... POOP... - ,N.y.......................................... �.. ......... ..................... .. POOP... .. R.... A T . A POOP. ..'.'.'.'.'.'.'.... �...............................•............'.'.�%C.. .-, "i � ....�..... .'.'.'.' .'.'.'�'.......'. .,. r . '. ....................... .....� �.......... . . .... I .:. :. .. SUBA UP R.S. ND / I 2 ( gEA.iT .. ... .... TAX PAR L. N ... POOP.. ... ll.5' �.......: ' •. x�::::�.....�..::: - - - R; S G .' ' ' ........' .....POOP . L17 . r� �ILi�I�FL...........'.'.'.'.'.'.'.'..'.'..'.'.'.'........... .. '.'.'.'.'.' 1 I 3�40 15�fl......... �... �........ ...........'.'.'.'.'.- ... 4• ..... fit -E TY R.1kF.P1....:.:.:.:.:.:.:.. '..:'::.. '.'.'.'.'.'. '.'....... POOP ... �'........... ........... . 82 POOP ......... POOP .. .. ... ...................... .�. 1 .. .......................... ... ............ .. ....... .. ....•J�.. .. POOP ... q +�. .�y �y r................. . P O O P ..... 300' .{ i '',I•• �:•• .•.•.•. 1....."....... OJ•V1 O o U2J71................. P O O P P O O P ... ........ .... .... /'l: ........ �• •`�• .................. ..I POOP. DRIVEWAY ... .. '\- .. 1 POOP /. POOP.. J .... � .'.'.'.'.'.'.'..1.....':.... '. • '• • s :, '.'.'.'�:'..'.':':':':':':':':':':':':'P O O P . POOP .... ..: � .: ..: .. .':':':':':':':'. •':':':':':':':'. 1 / ,. '� N .. ................ . ... os ..................... ... s �; ; '. ... �.. cJ�'. :.:.:.:.:.:.:.. \POOP . S.(F.''. . . . r,C f I SERVICE CENTE.R........... I I �. C.LF' �' 1 .. .POOP. 5 'i '� . I'' .. �'V. .'.'.'.'I ..."DIR'E .TIONS Si CT+ �.':' •: . R' V1l G 1� I SR ......... . ... POOP. _ ... .. ... POOP ... . POOP S Crc �.0'.'......... I POOP ... /C `M o I .......... ... ... ..'.'. '..'. .'... POOP ...: 6' CLF �. UTILITIES EASE ENT TO THE CITY OF RENT�N -i-�.. PER AFN 200109 6002177, CITY OF RENTON ORDINANCE 4914 O. GE --. .- . I ' '''''''''' .'.'n:' .. i ENCOMPASSES HOLE VACATED ALLEY y. L POOP.. _ :.� c) :oI c« :'.'.'.'..' ( ) '.Z. ' I... P.Y..... ,' .:.:.,' RE 6' CLF J.. v MAPLE' '{. - U' S\ E...,.. S / I .�1,: RAi . :. ;.. .. ... 26' ..�::::: �. POOP.. 1.. ..'.'..(. Y. •;�.,. a.:, ' ° 10"E :.:.:.:�.:.:.:.:'.'. M f ;•....' 1 I .. Cf L S R N77 �...� . BUILDING FINISH FLOOR A S ECi g2, 6' CLF I 1 op POOP... I 119• .�............i:.....�r..... . n. ......... POOP.: N.........I.. POOP .. ' : ' CENTER OF DOUBLE PED. D SS(RECi �- ( '' . - r .. .. . PRIVATE INGRESS EGRESS EASEMENT ••...:!.':-:•:•:•:•:••J•-'' '''' 1 ELEV=22.03'NAVD8 I 6'CLF •'•F.V.•'.,.V•f.�.c�i..'.'.'. ~ PEREASEMENTA REEMENTWITHRIGHTSA DRESPONSIBILITIES '.'.'.b'..'.'.'.'.'.'.:1::::'..'O'.'.'. .:. r ,' SLR C� �.'�.'. AFN 20020612004622 r r . .. CA AMP. '. I I .... _ PROTECT EXISTING POOP.. '''':: I .'.'.'. O� N'.':':':':':':....1. C .. � b I ... •� • ',. •' I.. .. S RE •: CHAIN LINK FENCE / .%� 1 1 I : .��:. ...... _ I S REC .... . PROTECT .. . .......I.. 12 :.::' ' S I ::POOP... �......... SA ..C�6.'.: C 1 NITARYSEWER MANH LE FN01 2" REBAR AND CAP STAMPED EXISTING E LS1635" E/C OIL WATER SEPARATOR V�ULT SOUTH ACCESS LID UTILITIES I ''d " - REBARBEAALCULTEDLE,D23' ',',BU.11 I••••.•.,I•,•. APLE- /��/ I VROMTME/18/20ATEDLDTCORNER I � W CONC. BAFFLE WALL UNDERNEATH I ....'1 ....... : ::: ... VISITED 11/18/2024 I••�•••, / '.'..I......... - �S. PJ ''...,•... I I FLQ r RIM=21.41' .. '... .'.'. E� ""�" ".... UTILITIES EASE ENT TO THE CITY OF REN ON B'AY I I' • • • • • • • .. IE=17.18' 6" PVC W/OIL WFITER SEPARATOR ELBOW S ::::1: S " I .'...ELE.. r,,,,,,� BOTTOM VAULT NORTH OF BAFFLE WALL=13.1' �� . 1I. PER AFN 20010906002177, CITY OF RENTO ORDINANCE 4914 I SANITARY SEWER MANH LE""""" - E '`' E I ST I N G .. :::: �. TOP OF CONC. BAFFLE WA L=17.86' S. o- •d (ENCOMPASSES WHOLE VACATED ALLEY) .. , . '.'.'CAN 1 OIL WATER SEPAR TOR VAULT NORTH ACCESS LID I.'.........I' BOTTOM VAULT SOUTH OBAFFLE WALL=13.1' • • • :' ` CONTRACTOR TO POTHOLE AND I W/CO C. BAFFLE WALL UNDERNE TH 0 •'•'••k''•'•'•'•'•'•'••. ... I LD I NG I;;;;;;;;;; WATER LEVEL BOTH SIDE OF BAFFLE WALL=17.0' 12'. ' •' CONFIRM PIPE DEPTH PRIOR TO RIM=2�54' NOTE: BOTTOM OF VAULT HAS HEAVY SLUDGE DEBR S Si HU ::.. .)%%PX.'.'..'...�...%%%..:::, - I'•'•:•'•'•'•'•'•' REFER TO PSE PLANS FOR ,.POOP . .. ��• •,•, •,•,•,•,•,•,•,•,•,•,.. 4-, I BOTTOM VAUL NORTH OF BAFFLE WALL- 3.7' ...... NEW POLE INSTALLATION `� F 2 .95 CONSTRUCTION I R I 09 C./.G... CIF. b.'. '.'..'.'.'.'.'.'.'.� TO OF CONC. BAFFLE WALL=1 .84' �'.'.'.'.'. ..'.' PROTECT I :POOP.. :: I�A�vV.. BOTTOM VAULT SOUTH OF BAFFLE WALL=3.4' E �... 6' CLF PSf. TRi CAL.... LF:..' FUTURE BUILDING OUTLINEf _ UN KNOWN USE I .POOP... CLEANOUT .'.'.'.I - - - - - - - - .......... .......... .I. WATER LEVEL BO H SIDES OF BAFFLE WALL- 7.0' EA EM„ E�AFN, „� : I ...'' .'..'.'.'.'.'.'.'.' ..., ASPHALT SUB -GRADE TO RIM-21.65' I EXISTING i c I QiV ............. .. NOTE: BOTTOM OF VA LT HAS HEAVY SLUDGE DE RIS �:::' POLE crPoo' o '. FEN ''.' NKNOWNDSE I'.'.'.'.'.'.'.'.'.'.' 1 REF R TO PSE RLAtIS�FOR �. :'p•N" '•' •'•' 4 '•'; REMAIN WITHIN BUILDING LIMITS CLEANOUT AND NO PIPE SEEN HE DING TO THE NORTH TOWARDS �.•.• """" RIM=21.61' a. 12 0� OBSERVED CLEAN UTS t''�'''''''' OVAL OF EXISTING CLF. ' i•'•'-'•'•'•'•'•' -_S ASEMEf4T TO THE CITY OF RENTONI PER AFN 20020207002539 CITY OF RENTON ORDINANCE 4942 ...I POWER POLE I.'.'.'.'.'.'.'.'.' LF ':':.'.'.':':': I, , . l ...... 1 .'."��. .,I.'.'.'.'.'.'.'.. I I (EN PASSE WHOLE VACATED STREET/y�II !' 6' CLF ANGLE POINT � REMOVE AND REPLACE � POOP.. ....I......... �' I E/C POOP. ° POOP...... ... ... II .POOP '•'r BEARS N53 23 W 1. HL_�U: ) LOT CORNER POOP... POOP... ........... ............................. POOP... ........... .:� "' ' 'L•:•:•:•:•:•:•:•: •:•::•.•.•.•.•.•:•:• .� ... FENCE AS NECESSARY FOR POOP ......... POOP... . . P: : SEE EXISTING FIRE 7.'tniito:ai:•:: ::� 8' CLF END BEA&ssN r F ............. POOP.. . POOP... .............. POOP... • ..................... POOP. E.......... �'.'.'.'.'.'.'. ATE C.'.'.'.'.'..'.' .'.'.'."r:'..'.', I ECD ....a. :.:.:.:.:. L P O O P . ' REFEF; iCSrPSE �LJaf�fs �dR POWER IMPROVEMENTS I GANORV...... . -'•'I • ..'.'.'.'.'.'.'.'.'. SPRINKLER NOTE LOCK$ ram' ............. � POWER RELOCATION AND ,.Q :':f:':':':':':':'... POOP.. . r.'.'.'.'.'.'.'.'.'.'.'... j. -:-:i-...'.'.'.'.'.' O ' . ' ,r '.'.C'ti �..'.'.'.'.'.'.'.'.'.'. �/...'.'.'.......' z .:. •.' 9'.TALLCMU LL... PHA[T... S' CyF REMOVE AND REPLACE """" RECONNECTION (IATE 6'"GL•F.'.' ...'.'.. ' . .. .. C' Y �' � ' ' l'. V L • •, i � ' •W/EAN N CONTAINMENT .......... ... .. .. .. . v 'POOP.. ........ . POOP. POOP.. .. • . POOP ........ POOP. .. .. .. ...'.'.'.'.'.'.'.'.'.' • •HUMP• . -...�� i�•' •'. .POOP .. ........ ........ POOP. .............. ... ... ... POOP. ..... s.. 4 i1.1... \ . -. "" """""' VEGETATION9S ""'- "C/ "" �.'. BUILDING FINISH FL OR DUMPSTER .r'•.i,'' °' ' .%%W.'.' ,,, � V ...... I ................ • POOP ......... ........ POOP POOP.. . :'... ,.. 5.:.��:� � ...'POOP n .; POOP .. ........ ......... POOP. POOP. . POOP.. .'.'•'•'.'.'.......'.'.'.'."�:.':I'::::::.. �a .............. CENTER OF PED. DO DNCARED +....[:; e. NECESSARY R POWER POOP . ........................ :...:... r.......'.'.': -.. �.. .'POOP.. ' I LABELED "SPRINKLER�OC :';:'.:.r I.'.... ' �.'.............. .. I NEAT SAWCUT LINE (TYPO) �=0 ... W.. IMPROVEMENTS 6' LF :...�: .. .. C R ' ^ - ELEV-21.9 N VD ..........•.........'.' POOP... 5 ,,. ; . .............. POOP.. ......... .......... .................. .. POOP POOP .......... .......... .................. ,: .. ... POOP.. .......... POOP... POOP ................. .. ........................... SpNiT�RY.9E�N.ER...... - ........... .. t' '.'.'6'CEF "• ........ ........ POOP... �- .... POOP. POOP. I 1. POOP . .......... .. POOP... ...................... •• .. .. ... .. . N - PROTE T EKING S [� O' EC - EXiS'TING. i �, .......... ...............'.'.'.'.'.......................................................'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'11'F.VI!%XT.ER.'.'.NO... ... POOP.. POOP .......... POOP. . M REMOV EXISTING .......................... �................................ POOP ... ... .............. POOP. N..'.. - POOP ... .............. � � ,............ ......................... .............. ....................................................... ......... .. ... ........ POOP.. POOP. N ........... J `1 .. ... - POOP ................... POOP.. .......................... ................. POOP POOP POOP.. POOP.. ... .... i V W "R'.M��IETEfi, flalp.', .., �............ FENCIN INVI Rr�tr.. g CFTAIN LIN ESE pH .................................. 1.'.'.'.'.'.'..................................1-.3s' ............ 9EF�VICE LINE':': / ' POOP... I .......... - ................... S ONp .. . E/G .. . A W �n POOP �4.................................... ............ TOF.W/X7.ER 2n,0.1r ... POOP... 5 D ................................................... I POOP... ,:--�;... ..............� POOP �.:.......................................................................................................... 2 ................. y .................... ................ PR I .. ... ........ . .......... ........ .. ........STffi N.R#�AIi.'GATChtRAS�N'.'.'.'.'.'.'.'.'.'.'.'. EGO . ExI SIG... ....:........................: .'.......'.......I ................................ .... .................'.'.'.'.'.'.'. '.'.'.'.'.'.'. �'P ......................... HU ................. <.................................. ....................................................... .......POOP.. �r.....xvp.i................................. �............................. ' o cn ................... PROTECT �� POOP.... IR i AT . N.. f.ER... .; W.................................. y .................. 8' CLF G MA . ... .................... a . � POOP ........ ........ ........ POOP.. . U 0.8 2 :..........I..... RdM 20.9�'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' .'.'....... POOP ........ ........ ........ ........ " . GATE N 0 ........ (� . '.'.......1...... HYDRANT.�.................................................. 8' 6' CLF I I�N SE Vl'CE' L1.N E... ...................... .................. .. ,.:,.. ............................................. / 6 CA .. ...................... ......POOP.. .......... �.............. ....1.E-18.9] .6.0 RIW................. �.... y...... '.'.' ° ..........I.......... , ......... �. .. POOP... ... rr , 2 POOP '.'.' �.....,,. A®b'� 79 15 W, 2.9' FROM THE 8' CLF �� �... 2 �. 1 ....�... POOP... - STOR PJ R ..I� ........................... AI.. AiCH ASI CALCULATED LOT CORNER ..:,.:' POOP. POOP.. .............................. POOP .. ........... ......... .. ...'. POOP. ... .............. .............. ................ ........................ POOP POOP POOP POOP. ......... POOP... .pE.I.... I ........ .... 1 ... POOP.. POOP . .............. .:.:.:.:.:.:.:.:. .:.:.:.:.:.:.:.:.:.:.:.. ... ... ... . ,r ........ ................ Err 2.1' \ ...............POOP. Fd�1�4 VE 1=X'FD' 11 ................ " J R.IM " 21.17...E ........ • . • � � ......... POOP POOP .. ................ ...�... ........... ...Q .............� .. POOP. POOP POOP.. .. .. ..'.'.'.'.`.'... .'.'.'. •.' P 8' CLF i . - POOP . ................ • / ... .......... POOP POOP .. .............. . E= I \ g POOP. E(E......�.. ... ................ .• ,�.• ................... . ,. ,,.. .. .. .. .. .......... ANC�:�E 4 .:POOP •.:.:.•.• •.:.� •. 8' CLF G E TRAN TI N =.1 '.50. 8.V1 'N'... \ 1 X6"1X5" S 0 :: P :::::::::::::::::::::. CJ ::POOP::::.. ....'.... .. ......... .'..N................. o' .. FDC� ............. .. .. POOP POOP.. UNKNOWN ... ... ......... POOP.. ........ .. . ... ... POOP... �� N �iC .FNE • ©• B�•DG....... \ POOP. POOP ........ .. i' CLF 6' STEEL I'. =.1$:.0`6'.P�.N.E... �.. i SS.... 7 Decmuou5 8' CLF QL - d ................. POOP.. ... ..................... ................ P O O P .. %%%% .............. . I..;18: 8" F . C. S.E .. 6. L•F.. ... -� . ....................... .. .• ........ ........ .......... ...........�K ..........'............... POOP.. .'.'.'.'.'.'.'.'. ...... •. •...'.'.'... . I" - - _ .. ,: ......... '� ........................ ... POOP.. ................... ....................... ... E-1 .9.8 6..PVC.W.... :: c. POOP. _ . a�W. / - - - ... ........ P O O P I ........ .. E/c P O O P ........ .. .. .. ....�....................'...'....................... - POOP 'K. '.............. ...b,�IF P O O P . . ............. I POOP................ p POOP ............. POOP. / _ _ - POOP.. ....................... ............. .......... POOP ... .. ... .......... ............ .................. . ........ POOP.. POOP ... .. .. .. ......... .................... ... 1X]"1X6- 1 ............ ......................... .POPE_,-.. '.'.'.'.'.'...'.........................,....:':':'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..... . 1 POOP ... ..... ..... ,M,,., / ........ .� POOP .......... ............... POOP POOP. POOP ..........C�$ ...................... ,. WN .......... POOP. POOP... ... •.'.'.'.'.'.'.'..'.'.'.'.'.' �O SQ. .......... .. ..................... 6 U o .p .. / 1 \ P O EC ' XIS..... ............................................. p DECIDuo /�- � I L ��.... .......... UNKNOWN C .�........... . POOP ........ POOP ................ T............................................... y :.. .:. ...............POOP... ......................... DECI VOU POOP .E/E POOP. POOP... ... 1 2 ........ POOP POOP ........0 ............................................................ 3 POOP. .... �.......... �............... o \ P OO P... *T .. POOP. .. ........ POOP... ... ........ POOP .. POOP . ............................................................................. ... .......'.F.EN. '.INS.'.. :., , S ............................. .............. 9................... �x.'.'.'.'.'.' I / / �... v io �w/ .......... POOP. :MAP ....... \....................... . v, .......... ......... 11 ............. r,� \ ,.., . POOP POOP.. ., . ... POOP... ........................................................................................................................... . r .... r�.....................................................'...........'.'.'.'.'.'.I.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..{{..... I \ \ ...'................................................'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'........: I I 1� 1 r / SEES ..E.ET.C. 1 1............... 6 �................ ........................ ONU............................................................................ I ) �...............................................-�................................................... .. POOP. .. ............................................................. 1 I n ..............1. . I CI R ITE POOP M . .. .. .. POOP .................. ......................... ....................................................................... ... ...............................................•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•..•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•..•.•.•. I o a o . s I POOP... ................... y..................... ..s�....... s ..................... � ...................... POOP... Q............. ................................................. I ........................................ QNPOOP � .POOP.... ......P OOP... ...... as � � .: -: ....•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.• 2..................•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•��.•.•.•.•.•.•.•.•.•............ ..P......................... POOP. .. ............ .............. .............. •.•.•.•.•F�EF�F�'•T4'PSE'•P•�A�VS�•FO�t•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•1•'•'•'• • I AND R.. I ,.-�.................... al,rlrA Y.SEWi':':':':'.:':':::::::::::::::::...... I I I PROTECT EXISTI .. POOP... POOP .. ,... • ... ... ... ........ .. 8' POOP... POOP... .. POOP... ......... ... POOP ... ... ........ POOP .. .. .. ......................... _ ............................ ..• .. ...... s............................................. ,� ............. 7 . ....... ...................... '� eeyy`` �Cf. Y s`-T. 1 I I .� UNKNOWN 2 N .. '..'.'.'.'. '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.. ... M,��J .'.4f{ .' /a 4J t.I II� V.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.. . 10 ........y .....................�r' ....................... P.............. . ...... OM ................ DECIDuoDS I ........... A . HR4 POOP .... I STORM POND ................................ I r .. POOP.. POOP . ............. ....................................... ................... ........ .. .. POOP... ............. ... POOP.. I W W 'car�rc... .POLE ..................................... .... ..SS ............................... ��s r�............................ •........ ...............'.'.'...............................CiV11E#�. POLiv.................................... o 6D :.. ,•�:.. POOP... N....................... _ I I POOP... ................................................. .. T.F................ .........%%%%'...................................... 1 oRIVEwnv .. •. ....................................................... ............. ........ POOP ........ POOP. ... ........ ... S ... .. , ......... ... ... POOP POOP... POOP.. ........ .. POOP. POOP.. R �2i: '.'.'.'..'.'.'.'.'.'.'.'.'.'....'.fZtvMptfE'..'.'.'.'.'.'.'.'.' �•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•�•••••••••••� �' �- I I . S............... �`..... ........ ...... b .�...... ..� POOP I................. ........ .. POOP. ........ ........ .. ............................ ............. ,••. TF .. ��............... #POOP.. = . ,: y .�-......... 12 ... �� . .. ...... N I I ,r ............ �XIS71N ' FEND I r •:. , 14 ".'....'.'.'.' µ -:-:.'.'. '.'.'.'.'.'.'.'. '.'.'.'.'.'.'.'. '.'.'.'.'.'. '.'. '.'.'.'.'.'.' Q.... ........ ........ ........ POOP ... I ..14.61E O. I. .. . .............. .... .. POOP ........................... .......... ......... ........ .. ... ........ .................. POOP. .. .. ... ........ .......... ... ........ ......... ........ ........ ........ POOP.. .�. ry. .. POOP.. ....................................................................... POOP ... ............. ........ POOP.. ........ ......... ......� .� �V........ ... POOP - :�. s� c I I .................I s� p POOP... .. :.......................,................................................................................... I ....... ......... .�................................................ ... ..................... .............. V............... ........ ........ rE.�1' 06'•8'' Gn•IVC•: •W'.'.'.'.' .................. I ;.•. •. •. •. •POOP . .............. . ... ..... .. .......... POOP . ... ....... ... POOP... / . . .............. o... .1.......... 1 �N................................................................................................... ^�� SI POO P. ......... ................ ...R::::. .. ..........LAQD_R� JhW.'.'.'.'. ...•••••••••••••••• �••••{{•••••••••:... 14 .......................................... .......... :........................................ U....................................................................................... ............................... 1 I I I �............. P..............................................................................,a........................................ ......... ....................................................................... I......................... ............................................................................................I.... .............POOP. .................................POOP. .. I �r'�'� .................... . T.................... I " . _ POOP... U .............. ............................ ... ......•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•..•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•�•.t •.POOP -� pW.......................... 2 I ................................ POOP .. y POOP. ......... ... ........ ........ ......... . ............ '.'.'.'.'..........................................................I...............................'.'.'.'.."...................................................... I ............................... ..._ .. ........................................... ......POOP... 1 .............................................................I........................................................ ... I I I .POOP. 1 I P ECT EXI I O . ..: ,........., POOP. ................................................................................................................................................................................................... ,.................................................................RE•MO.€ ......... rn I 1 r 8' ..::POOP. '.: .'. , , ....................................................................................................................................................................................................................................-o................................................ .:POOP: • ..' .' ..: ;..:.:...• ::POOP..........................................................................1..... H LINK F o ...................................... ............................................................................................. AI N E 1..... :. :':':':':':':':':':':':' I'STING. FENCE....... ... W� N I :........ T M.DRAI[xl AT HB�k LN. v S I7 G L S I I ,POOP.. POOP : ::::..:.:..:: . .......... . . 0 1 ................................................. _ . � :.. -' , ...:. , ,' '. ..:: N . .. ... ... ........................................................:.:.:.:.:. '.:.:.:.:.:.:.:.:.:.:.:.:.:.:.'................................................: POOP.' :':':':':':':':':':':':' '::':':':':':':':':':':':':':': �':':':':':':':':'�':':':':':':'::'� :':':':':':': � ':':':':':':':': ':':':':':':':':'':':':':':':':':':':'................ . . '.'. �►G P.XISF.IMG................................................................................................................... I I 1 ............................................... ............................... .....:':'�:::':':':':':':':':'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' .'.'POOP. I - ................. ' ► i REMOV.E...B,'; SEWER ..,POOP �........................................................................... �- RdM 21,16 �..... 'Sl±�lt�ivR A�............................................................................................................. .. `?... . 7 .. .. .POOP.. STO MDRAIN CU R� A .. ' ..: ::'..:: ....... ... ... �/ AN .r�U�A '�:.............................................................................. _.......•r............. �...... I I Fi :POOP .:.: ,POOP..: POOP.. :. 1 I.E .18.47 .8..P1/C N POOP .................... POOP. 1...... `. 13 .. ............. I .....................1.................................................................... 11............................................................................................ I - :. 8 .POOP ... RI�ORt k- Y LINE ................. = 6 12 PVC LE ONCE CF 1$:37 8'' I��lE �}p.... . ............ �................................... � 1 .4 , I Ali ..........1..... sYN�{Nh1At{g D tEhtco 4 cEF 110 I ..... ........ 13 ...., .. • FOND BCOBL CK WALL rl �18,1$: t2r. Pu>i.�E................................................................... I' I NEW BUILDING '':: .. \ 0 ................................................................................................................................................................................... ................ POOP. I ''''''''''''''' ............................ ............................ ............................ ............................ ... = . ,. ....... ...... .POOP... ........ .�, �.... ........ POOP. N ............................................................................................. ..I1 .18.25 .8..P.VG NW .... ............... ...POOP.. .. POOP..... ....POOP ..te ... .. SERVICE IS ONLINE 1 I 0 I I I 0 Nb Li.M�r.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'............'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'...................................................................... 1 I I S I I _ / of I 6' F POOP.. 2 - -- - , POOP... ........ POOP.. ......................... .................................................................................... ................. POOP... ........ ........ POOP.. / - - _ 1, �� 1.�... .'.'.'.'.I.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.{{.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'•'.'.'.'.'.'.'.'.'•'.'.'. '.'.'.'.'• .'.'.'.'.'.'.'.'• .'.'.'.'.'.'.'.' .'.'.'.'.'.'.'.'.•'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.' ^'� I _ � � 4 4' VZ ..................... 1 \ :POOP .................... ��TQ D RAI N C LVERTV D I� % \ �_�- - .'.'.'.'1'. '.'.'.'.'.'.'.'. '.'.'.'.'.'.'.'. '.'.'.'.'.'.'.'. '.'.'.'.'.'.'.'. '.'.'.'.'.'.'.'. '.'.'.'.'.'.'.'.'.'.' . _ I __ O L Y .,................................... ........ ........ ........ ........ ........ ... POOP .. ' '4' CLF / - � � � Q ................................... . CIF 1�$ 1 " PVC NE / _ �2' $TORMWATER J ON �1� Yi � }�nfit J . ... .. ......... ........ POOP... :' .:.:.:.:.:.:.:.:.:.:...'.'.''. S'' I L'P.OS' .'.'.'.'.'.'.'.' .'.'.'.'.'... ........ ........ ........ ..I..... ................. POOP ... ........ .................. ................. ........ ........ .................... STORM DRAIN CULVERTItlVOND - �OP �..... .. # ... .. TOFF _ F /}'..'.'.'.'.'.'.'.' .'.' L'. '.'.'.'.'.'.'.'. '.'.'.'.'.'.'.'. '.'.'.'.'.'.'.'. '.'.'.'.'.'.'.'. '.'.'.'.'.'.'.'. '.'.'.'.'.'.'.'.'.'..' IE=18.16' 12" PVC NW OE. A�RI. ............................. .. ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ .. .. ........ ...POOP. ........ - .. .... ........ \ - TOE T9E- i� 6 CLF L2' S' A1XU'•SI N'.'.'.'.'.'.' .'.'.'.'.'.'.'.' .'.'.'.'.'.'.'.' .'.'.'.'.'.'.'. '.'.'.'.'.'.'.'.' .'..'.'.'.'.'.' .'.'.'.'.'.'.'.' .'.'.'.'.'.'.'.' .'.'.'...... ........ ._ . POOP.. ........ - REFER TO PSE ... :.::.. .•:,_�yT,'......'..........................................................................................I................................................:.:.........,. �......._.... - - ----- 1 ... p mob' LL .. POOP ... POOP... �. PLANS FOR ^-. I POOP 1 �f. NEW POLE I p -. 16' CLF REMOVE EXISTING N 1 .. P :' S86°20'10" 04. $T�oRaMNWOECOBL�o wA L INSTALLATION I t . _ D' "• ' 1 CLF 391.52' I 1 ECOBLOCK WALL I .� _ _ - 6' F 1 PROTECT EXISTING GRAPHIC SCALE I _ - - _ 1 CHAIN LINK FENCE 6' CLF F I $ STATE 4'015 0 10 20 40 0 a� Know what's below. Call before you dig. PR TECT EXISTING 3-WAY 6' CLF BUSINESS SIGN TNTFRSFrTTnN �+ T. xrj �VO� pg WAsq,; < 5� �� o� � y72 �ECISTv, ",;r ` ►5/15/2026 T A C O M A • S E A T T L E S P O K A N E • T R I- C I T I E S 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB EXISTING FIRE SPRINKLER NOTE EXISTING FIRE SPRINKLER TO BE MAINTAINED UNTIL NEW FIRE SYSTEM IS 1" = 20 FEET OPERATIONAL. CONTRACTOR TO COORDINATE SEQUENCING WITH RRFA AND COR WATER UTILITY DURING DEMOLITIONS AND VERTICAL CONSTRUCTION. CLF DEMO EXISTING GATE I 8' 6' C LF I T BEARS S2 °' CALCULAT L 1 6' CLF I STORMWATER DETENTION I POND I- i -6' CLF 7 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 v LF P --W- ss OHU M C) OP OO TOE CO N U _.� - .......... iLT POOP \.......... .ea0.2..... . yL.'..................... .. .:.....:7'.`.`.- :L ...::::::::::::: PRIVATE' INGR.ESSjE PEER EAS�.M0*.f•AG A.FN.2-902D61.2GJOi3 , A `� " MATCHLINE, SEE SHEET C1.1 KEYNOTES OER MOVE EXISTING CATCH BASIN OEXISTING UTILITY MAIN TO BE ABANDONED IN PLACE. CONTRACTOR TO COORDINATE WITH GEOTECHNICAL ENGINEER FOR ALL PIPES PLANNED TO BE ABANDONED UNDER BUILDING FOUNDATION. OPROTECT PORTION OF WATER MAIN TO REMAIN. 4 PROTECT STORM WATER PIPE TO REMAIN. O 5 PROTECT PORTION OF SEWER MAIN TO O REMAIN. 6 PROTECT PORTION OF SEWER MAIN TO O REMAIN. OREMOVE EXISTING LIGHT POLE OPROTECT EXISTING LIGHT POLE, POWER TO BE RECONNECTED AFTER OVERHEAD POWER HAS BEEN PLACED UNDERGROUND 9 REMOVE SECTION OF WATER MAIN TO ACCOMMODATE NEW O UTILITY IMPROVEMENTS, SEE EXISTING FIRE SPRINKLER NOTE. 10 REMOVE SECTION OF SEWER MAIN TO ACCOMMODATE NEW UTILITY IMPROVEMENTS 11 REMOVE SECTION OF STORM PIPE TO ACCOMMODATE NEW UTILITY IMPROVEMENTS O12 REMOVE LANDSCAPE TREES O13 REMOVE EXISTING IRRIGATION LINE 14 REMOVE EXISTING POWER (OR ABANDON IN PLACE) T T O C) N a J R-438815 .%%,.�' -:-:-:: �����t ........................................................................ 4 jj:1:::":1::!!.!!.�j,..* ............ �.. — - _� .......................... __� ENAFN �� ... ................. UNKMMN ...... i ................ ............... ... - - . - ..P......,.,.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.............. U. ..................... ................ ***`****** ** ..... !.��. .... \ ******************* *********** ....... **** .... ... \. / ... ... . - . - . - . - . - . I . DR 3U U � 1 .-.2 ..... ..... \.... .... . . ..... .... / .*.*.*.*.*. I .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... .............. ��.V. ....,.4'.......... .. .. .- ) . . ....... I ..... . 1� . I .. , < , * . .:��EA EM.. AFN . ... 0 � ��J::�:�:�:�:�:��� '. - EXISTING ,,,,4:�� �::::::� . ... I.............. .... . : � � .. . . . . . MAPLE BUILDING �_�*�&�&:a:0:0:0.0.0:0:0�:: �co ... I ........ 1) '. . . . . t ~~-�' ��T . .\.-...*... ..*............. ...... �.��:�: �: �:� ,�, ��. '. : I .1. . . . , . , . . . . .*. U� �������� LEGEND n� U ������ �~������U"��� UP) INLET PROTECTION (� �� ~~ �F SILT �� ----�----~�. �---- `�/ = ��3 ( ) (MAINTAIN EXISTING) ��/ CLEARING LIMITS ' �� GRAPHIC SCALE �"� CONSTRUCTION ENTRANCE 0 10 20 40 �� (MAINTAIN EXISTING) /"`\ 1''=20FEET INTERCEPTOR « \��/ -------..�------_ ------- K��> CHECKOAK8 �� ��_- _~� @ Vp/ TREE PROTECTION FENCING INSPECTION SCHEDULE E FOR ESC FACILITIES 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 SCHE�ULE� DRY SEASON: ONCE AWEEK WET SEASON: DAILY, AND AFTER EVERY RAINFALL EVENT PRODUCING RUNOFF. NEEDED REPAIRS SHALL BEMADE WITHIN 24HOURS ORIMMEDIATELY |FPOSSIBLE. CONDI����x����U��N��x���� ��x�� APPROVAL TIONS N�U�� �� ���������� / THEVVALKEF�SREN�ONSUBARUSERVICE DEPARTMENT EXPANSION SITE PLAN �:�:�:10 0 E .. .....********* REV|EVV, CONDITIONAL USE PERMIT, AND MC}O|F|CAT|ON, FILE NO. LUA25'000171. / _~~~-- ECF.CU-A.SA�`.K4OD.ASDEPICTED |NEXHIBIT 3.|SAPPROVED AND |SSUBJECT / TOTHE FOLLOWING CONDITIONS: 1. THE APPLICANT SHALL COMPLY WITH THE THREE (3)MITIGATION MEASURES INCLUDED AS PART OF THE DETERMINATION OF NON -SIGNIFICANCE - MITIGATED (DNS'K) ISSUED BY THE RENTCN ENVIRONMENTAL REVIEW (ENCOMPASSES WHOLE VACATED STREET) - COMMITTEE C}NJULY7.2025. _~-�~~- a THE PR{�JECT CONSTRUCT|ON SHALL COMPLY WITH THE -- \ -lo. MAINTAIN ~- ' ` RECOMMENDATIONS FOUND |NTHE GEOTECHN|CALENGINEERING REP[>RT .�^`' \ o�' NEIGHBORING PROPERTY OVVNEF�DURING ' ` �� '� --- I PREPAREO 8Y K4|G|Z| GROUP ANO DATED DECEK�BER 11 �U24 OR FUTURE ��\ �-�CONSTRUCT|ON{�RHAVEANAGREEK�ENT ~- ' '` /� '|NpLACETHATALLOVVSFORACCESSTO �������� ADDENDA. ` --------- JP ec�p \ �� -- i ` -~ BE CLOSED. _- 0�� IF 10016- b. THE APPLICANT'S GEOTECHNICAL ENGINEER SHALL REVIEW THE FINAL SAVVCUTL| /-_-�\ - ' - uUmu/nu`./mm *mu ou/Lu/mu rcmw// rL*mo /u vcn/r, u�mmo/cm�, 1U / - \ ----� \ WITH THE REPORT RECOMMENDATIONS. A STAMPED LETTER SHALL BE � �.�.�.�'����������l���������������� ��K ' \ `�\ 5D - PROVIDED TOTHE CITY CONF|F�yW|NGTHAT THE PLANS K4EETTHE INTENT OF 8����/ � ` �N | �qm� \ � -- � \ \ �� ry ��\ \ | �� � �� / | ��� |m x�� |�� � `�V� -- ' U - - �' �� ` \--- ----� \ \ \\ -- +� \ � � | -- x �� ---- r�� r;�n��rwm/r�/ ��cnxxxx�mnurmw� .......... ...... . ..,.t.! i_2� e j CONTRACTORS TOgTABILIZE � --6'CL ... (TYP'. TD . & . I . �.,,' .. � - ) � \ 8'/6' CLIF INTERSECTION ........ .. . * \ - � \ — \ , . � LO-1 40 . ..: � — t _ � \ IL__ _22— — --- L,_____11� 4�s _____ � — — � P ........) ..... /.................... � . . 1-4 - , 0 SS � . , � / -21, . - . 4, � _111, ['�� I � � - \N CD — — I - - - BOTTOM POND: 17.5 f | USE EXISTING 8|OSVVALEASTEK�PORARYSED|K4ENT | ' TRAP. 8|OSVVALEOUTLET TOBEPLUGGECVREK�OVED PRIOR TOCONSTRUCTION RUN��FFBEING DIRECTED INTO THE SED|K4ENTTRAP. '� ^� �� �� �� ^� ' �� U� ^� '� '� L U� DESIGNED: QF �� F� �� �� ^� yJ E ' T F� | - �� | T | E �� �����/�����,�&���U����, 2215Nu�h3O�hS�ae�.Suha300 Tacoma, �AT FULL SCALE ��vwc/wm -' below. - 05/15/2026 2533832422 TEL 2533832572 FAX vmw�ahb|onm ��B Call o��^�vnmwv� �� beforeyou ^�^ - - ------- TEL -----''- FAX ''''''----'' ''-- | NO | REVISION | BY | DATE | APPR | ^''n»«s»' | | ''----'--''----'-------'--''—'- o. 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 TOX|CS 8ya'[LpINTERSECTION CONTROL ACT (MTCA) CLEANUP LEVEL, CONSTRUCTION WORKERS AND as�nss�a^ss'vv O8'pp ' EMPLOYEES ON -SITE SHALL BENOTIFIED OFTHEIR OCCURRENCE. c��cu��Tso�0T[0nw| 2� THE APPLICANT SHALL SUBK�|TA REVISED SITE PLAN WITH THE BUILDING PERMIT APPLICATION THAT IDENTIFIES ONE (1) OR MORE REFUSE AND ` RECYCLA8LES ENCLOSURES COK4PL|ANTVV|THTHE SIZE REQUIREMENTS IN RK4C 44'090E.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 APPR�VAL I 3. THE APPLICANT SHALL PROVIDE DETAILED PLANS FOR AMINIMUM OFSIX (8) l BICYCLE PARKING SPACES MEETING THE STANDARDS OF RK4C44'080F.11. wo THE DES|GN, 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 AREVISED LANDSCAPE PLAN IDENTIFYING ON -SITE LANDSCAPING THAT TOTALS MINIMUM OF TWO AND ONE-HALF / PERCENT (2.5Y6)OFTHE SITE AREA. THE REVISED LANDSCAPE PLAN SHALL 8E REV|EVVEO ANO APPR�VEO 8Y THE CURRENT PLANNING PROJECT MANAGER PRIOR TOCIVIL CONSTRUCTION PERMIT ISSUANCE. e[Lp � � l, � _�,G& ___� '5- / )) 4,4" 5. THE APPLICANT SHALL SUBMIT A LIGHTING PLAN THAT DEMONSTRATES COMPLIANCE WITH RENTC}NMUNICIPAL CODE AND PROVIDE ENOUGH LIGHT FOR SAFETY BUT DOES NOT PROVIDE EXCESSIVE LIGHT ACROSS THE SITE �THAT WOULD IMPACT ADJAC ENT PROPERTIES AT THE TIME OF 6'[Lp -- CONSTRUCTION PERMIT REVIEW. / VVATERQUALITY STRUCTURE SHALL / IN COMPLIANCE WITH CITY OF RENTON STANDARDS NOT HAVE ANY SOIL MEDIA INSTALLED PRIOR TOFULL SITE STABILIZATION / AND SHALL BECLEANED PRIOR TO | QEVELC�PK8ENTEN��|NEE�|N�� SOIL INSTALLATION | | N . - °",", ,"""° [�_ ']N W /0M0 t-J It C) I `W 1 LLL 0LU Q 0 (-)6 >_ U) U Lu 00 O� I O 00 N CD N N N N � CD D N OD a U_ TOE IN 4" x 4" NOTES: 1. CONDITIONS OF USE 1.1. PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS. 1.2. PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES. 1.3. CLEAR PLASTIC SHEETING MAY BE USED OVER NEWLY -SEEDED AREAS TO CREATE A GREENHOUSE EFFECT AND ENCOURAGE GRASS GROWTH. CLEAR PLASTIC SHOULD NOT BE USED FOR THIS PURPOSE DURING THE SUMMER MONTHS. 1.4. THIS METHOD SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUNOFF. SUCH AREAS INCLUDE STEEP AND UNSTABLE SLOPES. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 0.06 MILLIMETERS. 2.2. IF EROSION AT THE TOE OF A SLOPE IS LIKELY, A GRAVEL BERM, RIPRAP, OR OTHER SUITABLE PROTECTION SHALL BE INSTALLED AT THE TOE OF THE SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF. 2.3. TIRES, SAND BAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC. 2.4. SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12 INCHES AND BE WEIGHTED OR TAPED. 3. MAINTENANCE STANDARDS 3.1. TORN SHEETS MUST BE REPLACED AND OPEN SEAMS REPAIRED. 3.2. IF THE PLASTIC BEGINS TO DETERIORATE DUE TO ULTRAVIOLET RADIATION, IT MUST BE COMPLETELY REMOVED AND REPLACED. 3.3. WHEN THE PLASTIC IS NO LONGER NEEDED, IT SHALL BE COMPLETELY REMOVED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 213.30 .• PUBLIC WORKS PRO �V%DEPARTMENT PLASTIC COVERING GAZ 9/28/2018 G Public Works Atlminirtrator DATE PLASTIC COVERING 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. 0 a� Know what's below. Call before you dig. �+ T . kr � pY WASZ 0� 11r_" a_ o-k 2'X2" 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 2' MIN. POST SPACING MAY BE INCREASED I 12" MIN. TO IF WIRE BACKING IS USED I I 4"x4" MIN. TRENCH 8' BACKFILL TRENCH WITH NATIVE SOIL 7 OR 3/4" TO 1-1/2" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.) NOTES: 1. CONDITIONS OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. AOS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0.15mm) FOR SILT FILM 50-100 SIEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D4491) 0.02 SEC' MINIMUM GRAB TENSILE STRENGTH (ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30 % MAX. (WOVEN) ULTRAVIOLET RESISTANCE (ASTM D4355) 70'h MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) PUBLIC WORKS o STD. PLAN - 214.00 DO) PR DEPARTMENT SILT FENCE GAZ 9/28/2018 PUFdic Works Adminishatm DATE SILT FENCE R = 25' MIN. INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS EX1SA\N6 R0P0 4"-8" QUARRY SPALLS GEOTEXTILE 12" MIN. THICKNESS CONSTRUCTION ENTRANCE NOTES: /S. 1. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF THE RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. \ 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 100' MIN. 15MIN. PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA NOTES: 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. 1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHNVIDTH TO PROVIDE VEHICLE ACCESS/PARKING, BASED ON LOT SIZEICONFIGURATION. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS: GRAB TENSILE STRENGTH (ASTM D4632) 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM D6241) 495 LBS. MIN. AOS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2.2. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE pH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.5. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 215.10 PRIPUBLIC WORKS APPROVED DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 1 P"wmw AdAdmm DATE STABILIZED CONSTRUCTION ENTRANCE EROSION CONTROL (ESC) STANDARD PLAN NOTES (PER COR STD 268.00 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. 4' f-. TACO MA • S EATTL E vk SPOKANE TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 ZONAL E 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB 05/15/2026 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. 5" MAX. DRAINAGE GRATE TRIM GRATE FRAME _ C- OVERFLOW BYPASS d ' BELOW INLET GRATE DEVICE SEDIMENT AND DEBRIS d FILTERED WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM (TYP.) � U OVERFLOW BYPASS (TYP.) BELOW INLET GRATE DEVICE ISOMETRIC VIEW NOTES: 1. PROTECTION 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 CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 216.30 IL PUBLIC WORKS APPR ED: DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 1 P"bbw W",k: ndmmi:t,am, DATE CATCH BASIN INSERT 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 1 ST. 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. co o C) C) O N T- r\ T C) C) C] I LO N a D J L0 N R-438817 HYDROSEEDING NOTES: MULCHING NOTES: NOTES W 00 It It I 0 LU C LL J 0LU Q 0 (-)6 >_ In U LL1 oI � 00 O 00 N CD N N N N � O 0 N 'tn OD a U_ 1. HYDROSEEDING SHALL BE APPLIED IN ACCORDANCE WITH THE "EROSION CONTROL 8. THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE NOTES" ON THIS SHEET. ROUGHENING. PERFORM ALL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. 2. HYDROSEEDING TO BE THE FOLLOWING MIXTURE: -1 1BLE D-2.1.2-B EROSION CON I ROL SEED ]IIN Common NamelLatin Name Species Composition Desired Seeds per Square Foot PLS Pounds(Acre Spike ben[ rassl,4 rostis exarata 6 9 0.1 California brume/Prorntis carinatus 15 23 9.8 Tufted hair rass/Descham sia ces itosa 15 23 0.4 Blue wildr elEl mats giaucus 18 27 10.7 -California oat rass/Danthonia californica 18 27 5.6 Native red fescue/Festuca rubra var. rubs 18 27 2.4 Meadow barleyilHordeum brachyantherum 10 15 7.7 3. APPLICATION TO BE 100 LBS/ACRE. 4. 500 LBS/ACRE 10-20-20 FERTILIZER, 2000 LBS/ACRE WOOD FIBER CELLULOSE AND 40 LBS/ACRE SOIL BINDER OR TACKING AGENT TO BE APPLIED WITH SEED MIXTURE. 5. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. 6. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED WILL BE NECESSARY. (E.G., GEOTEXTILES, JUTE MAT, CLEAR PLASTIC COVERING.) 7. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. 4' "N. I Z' DEPTH Z" - a' ROCK 24' MIN. SETTLING DEPTH 151 MIN 13EDIMEHTSTORAGE J CROSS SECTION NOTES- 1 MAY BE {:ONSTRUCTED BY EXCAVATION OR BY BUILOINC9 A BERM 9. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. 10. SEED SHALL NOT BE USED IN AREAS SUBJECT TO WEAR BY CONSTRUCTION TRAFFIC. I2' OVERFLOW DEPTH 001;LCW CHANNEL IF r CONSTRUCTED BY n EXCAVATION 12' DEPTH 314' • 1 V2" WASHED GRAVEL FILTER FABRIC FENCING UNLESS DTHERWISE N=13. DRAWING 15 NOT TO SCAU INT&; $TI), PLAN = 211.111 PUBLIC WORKS Ea: " + SEDIAAEIT TRAP/z/zoos I 1. DEPARTMENT Cam DATF SEDIMENT TRAP U0 v 0 a a� � Know what's below. Call before you dig. �+ T . kr 3Y WA 2 MIN. -I -� SWALE SPAC ING 10 EPENDS ON SLOPE GRADIENT - NOTES: 1. CONDITIONS 0-FUSE 1_T. RFOUIREI)Ar: 1.11 THE TOP OF ALL SLOPES IN EXCESS OF 3H IV AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF $ 1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELOW. AVERAGE SLOPE SLOPE PERCENT FLOW PATH LENI;M 2OH: IV jOR L E.58) 3.5% 300 FEET (1 OTC) 21)jH IV 5-10% 2UO FEET (4 TO 101HAV 10.25% 1O0 FEET i2 TO 4)FI IV 25-59% 5D FEET 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. WET SEASON NOTES: 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. 2. DESIGN AND INSTALLATION SPECIFICATIQNS 21 FOR SLOPES STEEPER THAN 2H:1V WITH MORE THM 10 FEET OF VERTICAL RELIEF, BENCHES MAYBE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAYBE LASED, THE DESIRED MEASURE MUST BE DESIGNED 9Y AN ENGINEER TO EFFECTIVELY INTIERCEPT THE HIGH VELOCI I RUNOFF TO A SEDIMENT POND OR TRAP. 22 CON$TRiJCTiON TRAFFIC OVER TEMPORARY $WALESSHALL BEMINIMIZED- 3. MMNTENANCE STANDARDS 31 DAMAGE RESUL71NG FROM RUNOFF OR CONSTRUCTLON ACTIVITY SHALL BE REPAIRED IMMEDIATELY, 3.2 IF THE FACILFTIES DO NOT REGULARLY RETA,N STORM RUNOFF, THE CAPACITY AND)pR FRERUF_Nry OF THE SWALES SHALL. BE INCREASED, UN LF55 DTHRR WISF NOTF D, G RA WING L5 H¢i TO SCALE IN751 STD. PLAN - 217.10 PUBLIC WORKS DEPARTMENT INTERCEPTOR SWALE GAZ 9/28/2018 1 twR� s.tRnnnrY� DA I L INTERCEPTOR SWALE f-. TACO MA • S EATTL E �ros72 ��:/► SPOKANE TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 SIDNAL E� 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB 05/15/2026 OMTER CRITICAL ROOT ZONE (OCRZ) - OMTER NAIF aTIE NOREONTAL DISTANCE OF TIE CRZ RADSB ENCSOACN.EM WTTEtIN VE OF THE OCRZ IEOt1WE4 APPROVAL VA CERTIFIED ARSORI9T NOT ZN EXCIAENT CHEATER HE O Vr N NOT ;N CESS OF VI OF TIE OR REOtIWF6 APVMIf1VAL SY 11E ENGDEB TREE PROTECTION SECTION A A-1-i i C?I:I NOTES: 1. CONDITIONS OF 135£ 1.1. WHERE THERE IS COtdCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM SEDIMENT PONDS OR TRAPS. 12 TO CONVEY RLIN0FF INTER CE}TED FROM UNDISTURBED AREAS AROUND THE SITE TO A N0N•ERGSWE DISCHARGE POINT 2. MAINTENANCE STANRARDS 2.1. ANY SEDIMENT DEPOSiT)ON OF MORE THAN G INCHE'S SHALL HE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 2.2 THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL SE PROTECTED BY RIPRAP OR AN ERASION CONTROL BLANKET OR NET. UN LF55 OTHERWISE NOTED, RRAVANG 15 NOT TO WALE INT 1; � STD. CLAN - 217.40 1-il PUBLIC WORKS rrR - R DEPARTMENT DITCH CHECK DAMS GAZ/2sI2o18 I fNW v utxAs Aannsbsio Z-A I L DITCH CHECK DAMS Ste w CUBICAL ROOT ZDrE. - U.a-,Yr" IFOOT RADNSFgt AT MAST OF TREES D R.S FO T+AT MAST MGM M0 t1E RADN9 9N US MEAWW FRD I IM 5 ( FACE OF TIE TREES TKW 0R TREE DOUNE - T1E OU E9NOST CIRCU ERENCE OF A TREES LATERAL MANa" WO -EVER DISTANCE W r IS GREATEST }� o- DIAMETER AT 91EAST H EIG (f t1Xs0 KAMM AT 4' - S^ AROVE fAOl1tE) LEVFL UCU LINE SECTION Dee w tcALRooTzoEaaw- DIER HALF OF INS NORIZONTAL DISTANCE OF THE CRZ RAMM Enao�o►saEr wmtlx nE la+z 1s PLASTIC COVERING NOTES: 1. Limits of protection fencing shol extend to the greatest distance from protected trees trunk as needed to perform the work. 2 Adjustments to the critical root zone revee cwtihed orborist opprovat er-o-ty-nn within the iYnNfted critical root zone rogues review opprovd by o certified arboret. 3. Protection fencing shown on plans is ciiogrmmotic. Al protection fencing locations "be field venfmd by the Enynew prior to iwtJatNn ♦. Protection fencing Shall be inspected by the Engineer after i stolt"m for find approval 5. Protection nrastrw"remain intact al A tines during construction unless directed otherwise by the Engmew. 6. See Section 1-0716(2) for oddhiond protection meosurea May31,2024 TREE PROTECTION DETAIL STANDARD PLAN H-10.11-00 SHEET I OF I SHEET APPROVED FOR PUBLICATION Jun 2, 2024 _ STATE DESSG4 ENGSMEIER .,=ertmenh=l .t Stet. Mpof T-fierteth. 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. W O O N A, T T C) O O �I Ll N a D J Lid N I� LL LL z Q J U > w U ~ of � �� 00 O 00 N N N N � CD N d 0 Wz J __ _ I I o FOUND ENCASED IN LEAD 1 7/8" BRASS DISK o ... �:t::::...• I 1 z v, 1 1 W/PUNCH 0.9' BELOW CASE RIM HELD FOR THE 1 CENTERLINE ALIGNMENT OF LIND AVENUE SW ONLY 1 VISITED 1 1/ 4/2024 1 I 1 y . :: .... .... ; .... W .. .•.................. ./.. I .. r ... .. ' 4 : y +. . .: o I _ .. ... ..... ........................... N.......... �'�......................... ..... ... .. .......... '.'........................ .......... .. .. �. .. i ; �►. O 80' i I r . g88 I ....................... 6' 37 3 .. .. ' ........................ 4. r r F 1 ...........f....: !. 1i ........� • ...................... '........ s P .. I • ... o .... W r� ..............�. GP '. ... ..... 7; I y �.. qa n 6 1 I ♦ l- r• I 7' 4 4 7 2 o I I C .•I•. . J. w y 9 8' 9. 2 I y. W. . y R2:: GP 'F'' •••••• ••• QWE.ST.TEtECQN?Ml1 -1C TI. S EASE ENT I 0 /....... •, .. a �I ...... ............ ........................................................................ .. GP .... ..PER ESN 2 • f?3Q32700n9 GP ....... .................................... G P .. ..... .... . . ..........:... .:.. . : R45:00 I R45 OO PRIVATE IN R'ES5 EGRESS E NFE _ 1 _- ..... .. :. _ ......................................... , .. :.. ,.., �j� F ............. ............................. .. ... .. ... � ?/....PE.R.EFtSE'M'�N'T.�XG•R.E... I SAND RESPONSIBILITI S r i' �610 AFNQ00 2• I ,� i R25.0 4 0 4 �.� o I 0 7 � �7 2 �a I FOUND TACK IN LEAD SET CONCRETE BASE 4, .......... W - L CO C Al - I I �i •� . M 1.0' BELOW ROAD GRADE. ELD FOR THE � ..;�.• O G r•. F. i N t0 .• I PSE ELE TRI AL.... ..`.' : ,. r.. ......'.'. CENTERLINE OF SW 12TH ,} o �� ASEMENT .ER .FN o �- STREET AND RAYMOND AVENUE. .. .................. .. ....... ,.: „ r :;':,:;.::,' ,'• • 200301z. OOZ91. . �.. ......... ..... ............. EMERGENCY EHICLE ACCESS co ��.......:.:.:.:.:....... �..: •; ., „ ...';::.�•:;:'; :..: VISITED 11/04/2024 .•I•. 1. 'BLS I I I I I I SEE NOTE 8 .... N k ..... . ..... - .. NT ......................... .................: ........... ..............: �i ....................... I i�E - ........ :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:.:.::.:..: M ::........::::..::'...:... ..,..,. Q .....:. l :...:. FOUND 1/2" REBAR AND CAP STAMPED f :::::: ......::::::::.. I I ..............::::::::::::::.... "LS19635". REBAR BEARS S88 24 33"E, 0.23' ........... I.... "ill. ................ .. .. ............ FROM THE CALCULATED LOT CORNER.............8g1 EASE ENT PER AFN 1 (q a •,•,•,•,•„•,•,•,�,•,• ti� .... �. VISITED 11/18/2024 i 2003 1280 259T t �I I I N O •�' ' " I� UTILITIES EASEMENT TO TH CITY OF RENTON U'>; PER AFN 2 010906002177, C TY OF RENTON 0 DINANCE 4914 M / NN.......::..�I�j.�.::.�.:.• .:..:...' � �; a,•;'„' ::�: ,':; �. , y �: L N1� ' ,.E •� e I(i (ENCOMPASSES WHOLE VAC TED ALLEY)N77026'10IN RESS/EGRESS EFTH I S 80 EMENT 80, PRIVATE AFN 20020 12000622:PER EASEMNTAGREEMENT RIGHTS AND RESPONSIBILITI I , I PS °''` • �� I I I I I t/1.... .. I I N �, .. ;:. UTILITIES EASEMENT TO THI CITY OF RENTOf� I I o CIA I I 1 I. o I PER AFN 2U010906002177, ITY OF RENTON ORDINANCE 4914 11 PSE EL CTAL.. "'..:" .:. I (ENCOMP SSES WHOLE VA ATED ALLEY) I. cn I I EASEMfN P N 200301 8 91. 1 I. I :x -� ................. ............. EXISTINGI II TRASH ENCLOSURE I I - -:.1 BUILDING I OI:..... �� I �FF:21.95 I I:: 00 'BLDG N f ADDITION 1 FOUND 1/2" REBAR AND CAP, d.3' BELOW 11 _ I C ^ W W Ln ROAD GRADE. HE D FOR THE CENTERLINE N. h .7'..' _ NYC i INTERSECTION OF SENECA AVENUE SW I r .; .. FC �- - W II o AND SW 13TH STREET.::..: .: ; `' • ' X - W _ co 1 00 VISITED 11/04/2024 I 0 BLDG ADD�TGON 5' 0 24'38"E - X N77� _FF-2-t95 _ Q 3.2 ..:.. ::..�, ... 16' (TYP) VC �f, 1 3 2 d 1 1 Vc .0 ii VC 9 (T�) v o r ...... W9'(TYP) A- M M -�- 9 (TYP) 18 (TYP) r r0ou / R45.00' I-- 8' (TYP) �. I ... R25.00' 5 0 o ........................ WHEEL STOP (TYP) + 18' (TYP) •.. ,:.. C2.2 W 13TN .!r...... 18' TYP o E-' "' � � ( � R S I l o �1 R25/DO' 18' TYP) NC ~ C ( PROVIDE NEW FENCE UI I 18' (TYP) 1 8' (TYP) r 0 SECThON TO ENCLOSE POND. 9' TYP EC MATCH EXISTING FENCE R25.00' CURBING INSTALLED MINIMUM 2.0' FROM 30' EDGE OF POLE. SEE R45.?0' FRONTAGE PLANS. Know what's below. Call before you dig. �SSIONAL ��G 05/15/2026 BICYCLE PARKING. REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS. EMERGENCY VEHICLE ACCESS SEE NOTE 8 T A C O M A S E A T T L E S P O K A N E TRI - C I T I E S 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB X IT" TOP NC d I I = 7 391.52' J � I I INTERSTATE 405 TYPE, MATERIAL AND HEIGHT. I GRAPHIC SCALE 0 15 30 60 = BASIS OF BEARING 1" 30 FEET 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. 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) SURFACING LEGEND ASPHALT SURFACING 4 (STANDARD DUTY) C2.2 g. CONCRETE SURFACING C2 2 ° ° 3 VC VERTICAL CURB C2 2 EC EXTRUDED CURB 1 c2.2 X GENERAL NOTES NO CURB CHANGE CURB TYPE / END CURB 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. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING �' IL msippo 06/05/2026 ' SURVEYED: SCALE: DATE: HORIZONTAL: NAD VERTICAL: AD 1983/183/1991 • CITY OF WALKER SUBARU SERVICE CENTER 5/13/2026 DESIGNED: QF PERMIT SET FIELDBOOK: DRAWN: RENTON PAGE: QrC ONE INCH DATUM i43111• AHBL JOB #2240819.10 DRAWING NO: 1 CHECKED: CI! AT FULL SCALE Planning/Building/Public Works Dept. SITE PLAN AND HORIZONTAL C2.1 SK IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY CONTROL SHEET: 19 OF: 55 W O N U1 T T C) O I N a J N R-4388019 00 00 It i LU I — ii z oQ Q J U � > w U ~ �_ 0) 00 O 00 N CD N N � N N � O D N O 0 Z 101, 6" BOTTOM OF CUT/SAWED @ 15' INTER) EXTRUDED CURB (ON -SITE ONLY) NOT TO SCALE HMA CLASS 1/2", PG 64-22 2" o�o�o ✓LENT CONCRETE ZB, WSDOT SPEC. G SEE LANDSCAPE PLAN FOR FILL BEHIND CURBS CRUSHED SURFACING BASE COURSE PER WSDOT 9.03-9(3) 11 MIN. DEPTH STRUCTURAL riLL COMPACTED TO 95% 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. STANDARD PAVEMENT SECTION (ON -SITE ONLY) NOT TO SCALE 0 a� Know what's below. Call before you dig. 3 �+ T . kr $ pY WASZ4 0� ��GISTEg�9 �SSIONAL ��G 05/15/2026 o°o°o ,DODODO�o O- ° �I1 1 ;,�c o o _° 0 = 00000�lll— PAVEMENT iO 8" FLUSH CURB (ON -SITE ONLY) NOT TO SCALE L #3 BARS (2) 2" CLR (TYP) ELEVATION M g„ �--13/16" DIA. HOLES PLAN NOTE CONSTRUCTION SHALL CONFORM TO WSDOT SPECIFICATION 8-04.3. I�6 5' 2 1/2" � 2 1/2" 6„ #3 BARS (2) 10" NOTES: NON -SHRINK 1. THE NON -SHRINK GROUT USED TO GROUT ATTACH THE PRECAST CURB SHALL CONSIST OF 3:1 SAND AND CEMENT. GROUT TO A DEPTH OF 1" FROM THE TOP OF THE BUMPER. #6 BAR (2) 18" MIN 2. LOCATIONS FOR WEEPHOLES, AND V-SLOTS SHALL BE IDENTIFIED ON THE DELIVERY ORDER DRAWINGS. 3. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 ATTACHMFNT nFTAII PSI AT 28 DAYS. WHEEL STOP NOT TO SCALE T A C O M A S E A T T L E S P O K A N E T R I- C I T I E S 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB PAVEMENT --� a 1 7 3/4" VERTICAL CURB NOT TO SCALE x- 1/4" EDGED GROOVE FINISH GRADE AT BACK OF CURB TO BE AT SAME HEIGHT AS PAVEMENT FINISH GROUND GRADE NOTE CONSTRUCTION SHALL CONFORM TO WSDOT SPEC. 8-04.3 r2" /\\ \\\ \ /\\ \\ \ \ \\ T CONCRETE SIDEWALK (CLASS 3000) D SURFACING TOP COURSE PER NDARD SPECIFICATION 9-03.9(3) ED SUBGRADE PER PLAN NOTES: 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. CEMENT CONCRETE SECTION (ON -SITE ONLY) NOT TO SCALE 00 O O N �, Lid N R-438820 00 00 It i C) W I- �.. .. �............. .. .. ............................................................... 6' CLF �' �• ... •.. . 2.T" '' . PRLVAT.E.LNGRES EGRESS .EASEME.NT.......... .... �..... ..........�.. 4 <., .; .......... ......./.:.:.:.:.:.:.:.............. ..................�..T........�...�IfV TIES 1/ :. P F...EN..•AGR�F ..EN ZTH RI.GH ..................................... •.. .A.; ..'.. . �........................................'..G......... _..,.. N. - ........,..... AFN'2il'02i61�GJOi62?'..'.'........ D' 1- - 6' CLF ANGLE POINT 2 .........1. ...... .....................�`r i... 6 '.. ............. o BEARS S84 11'E, 0.6' �.' - .................... C 1 In �r �:% =` ` FROM CALCULATED G o r. 4. rn . ............ f � MUi �0 LOT CORNER ,,yy.0.. ; ;' ° o . ........ Y .e ... .. ... v . i �... 6' CLF 49 0 v C� UNKNOWN USE H r �. aEANDUT 1 2 1 MAPLE 1 RIM-21.9fi' 1 NOT PART OF SURVEY •:.y WLn G W `it. T r TAX PARCEL N0. 3340404150 M .• MAPLE •�C�'•• ( ) V / M ........... ... .. N .............. N PSE. EtEtT.f24ItAt.. / H P 0 HU 0 M PLE 8, o ... EM Ids Pf AFId :EAS. llN KNOWN' .�... H U ........... Z A � bE Y' u5' .. .. 200 OT28 259d / c Puo . . 'P 0 O ECco I f2AM P �% : I': C G. .P..... EXIST. CB2 }:':: J o I:. ' E:C... RIM: 21.46 0 a 0 G I �....'.... XI.........: •••'�• 0U V. f 4. De muous .. ::... •W EST TEIEOM7•UN{YTIOtS4SEMEM1T ' \ .•.. ... f/0.. ................. dB4..n.....E..... sl... . .o .. O2J •.G.'..'...'...'...'...S..'7..'..'`.'.P.'..'.B.'..'A..'..'.��.... "„/ •I ... ...•�WEA•.RL. 1K.;4.E�...R.. '.. S."..... . ...f. .. ........:��...... ... ............................i..y. �............. ....M 3F • � •••••.... .•.. : ` ........•................ .. 1.r....................te ._''''. .. .... . • 3 : 0. .•••� C �.:................ ... TfE'L.POS.T. 2 9.... ' NOT P RE.NTON: a ... ........ : •::..:::SUR '.:::::...:::aWNS' •••• .'•••.••�••....:.•....... (TAX PAR L.N.ANDUT4......... ........... .�, W. 3?40..am.............. ......:...••••••.15L.......... ................ ... ..... 8.2'.. SEMENT.ifR.AFN........... o...:::::::: .... ...o......EA 300' 200301280025q1.....E/�....... ' .. . . ...............................DRIVEWAv EXIST B.......... ........ ... s ... RIM: 21:, �. \ ' . o 1 $ERVKRE ENTER 6 CLF :193- I ... TIO DIRECNS SI . G E 0 l JCS: '.?; .. 6' CLF 1 o I. ::::""" G ': 09 UTILITIES EASEMENT TO THE CITY OF RENTON ...... . ............ r I E.G:•. 3.1' 2 PER AFN 20010906002177, CITY OF RENTON ORDINANCE 4914 ,,. .'.'.'.'. ......... \ .. MC / ENCOMPASSES WHOLE VACATED ALLEY y'I ,: 6' CLF ^ ) Q' jC F ./ � N.O'PY'.'.'.'.'. -'ram': � � �.;. .;.;E/C... ::: \ Y .,..�I�•••,,�� :...h..... .... �E-cN77°' '�•''•'• ,, c� 6' CLF..f..............y.`SS 2g P M I .�.'BUILDING FINISH FLOOR .... ..119.92..'...'.. \ aj CENTER OF DOUBLE PED. D � 6' CLF cn.�,s...... .-, PRIVATE INGRESS/EGRESS EASEMENT �s� ELEV=22.03' NAVD 8 .... .... PER EASEMENT AGREEMENT WITH RIGHTS AND RESPONSIBILITIES �. r FA Q 1 R:AT41P, ",•; (R .....� / AFN 20020612000622 ........ II.. G L I Cam N +. EG: 2 EG •• G F,,........ TEJc. a �......... D P....... E € 1 FND 1/2" REBAR AND CAP STAMPED I ..•� /^ /r REBAR BE .......... .,......... I. s 1 J ARS S8B-24'33"E, 023' I 0 ....I .............. .... FRO M THE CALCULATED LOT CORNER •B•I •l1 t r AITC• , , , , • I • VISITED II/18/2024 .•.•F.�� `",F', BAY I ;'.',I,','.';;;:'.'.' UTILITIES EASEMENT TO THE CITY OF RENTON 1 j '• PER AFN 20010906002177, CITY OF RENTO"-RDINANCE 4914 .'•EtE �. j 8..... . o. i (ENCOMPASSES WHOLE VACATED ALLEYS rA Yo . .G. fT g �...� n........ ONE ..... / ED EA 'C3.2 I ........ I........ I , Ra/w " PSf.Iff ELECTRiCAL .. LF:..:. ..E./.0 . . ;.. I.:� EA IVT P,EAFN, I EXISTING ST I N G I... �N 21.75 EG:I... 01Z80 2591 ?' / / GRADING LIMITS ...... I A... ..'.. . CLF BUILDING UTILITIES EASEMENT I, E CITY OF RENTON \FN 20020207002539, CITY OF RENTO ORDINANCE 4942 �........I I EXIST. CB1 W....'.'.'.'.'�'.•.•.'...... LF .. • I RIM: 21.31 .M�C¢ .;''�a (ENCOMPASSES WHOL VACATED STREET) >::::::::::::►::::::::::::::::: FF: 21.95 _ 6' CLF ANGLE POINT DGf; ;,: _ --AREA DRAIN I BEARS N53°23'W, 1.3' FR ULATED LOT CORNER P .�Py8'CLFEND BEAV,91125°48W,1.0'FROM CALCULATED LOT u......TE . 64 B L D G 8' C� ♦♦ FG: 21.80 (SATE 6' OL•F.'.' i.+. ':':'.'.'.'..r......... ,�� <� •'' 1 h BUILDING FINISH FLOOR AT1,�� ADDITION CENTER OF PED. DOOR \ FG: 21.95 I EG: 20.67 I .. 1 ......'.'.'.'.......:. _:.�V LABELED "SPRINKLER ROOM" \ ' 4 /o I 6'' R ' ELEV=21.95' NAVD 88 ..= NRIM:I - :�::::::::. M .o / 2159 0 _4 S[� .f: 1 LO J D S ......I. u.C. iz FG:21.95 .. ' L _ _ �N 1 1 08 WAPL FG: 21.55 `,,:. W EG: 21.50 8' CLF _20 P ... to . : _ FG: 21.95 8/6' CLF INTERSECTION 1 Q 6' CL .. ......,.. :` G: 21.90 B L D AD N 5.46 ) ��6' CLF l FG: 21.2 BEARS S79°15'W, 2.9' FROM THE 1- - R 1 O f CALCULAT ER i -- Rp/Nj .r 1 ��7 8'/6' CLF I.:.::.... FG: 21 0 C.B.#7......?• = 1 1 SS I P BEARS S v C' �' ' 1 8' CLF 8' C F \ 6' CLF CALCULF F.M';2;1;'�1'7';';';';';' I F f y�� �• G 1 % SS fG: 80 s cG� .73 I I \ E TRANSITION _-7 i' CLF/6' TEEL 2f. 1 \ �2 �� SS FG: 21. 5 dot G: 21i:46::..:. N(_ A 1 _22S j' /��- •:............ i 2 . .. ..... .... ........ :.. ..:.:..�:......\ `.MAPLE 2� 5� / 1 so 1 S CB #6 1 : 2 6 1 I / for �` 115 �,.... - - 1 S \ 1 r- /....... c _ S -� /J FG:23.04 / G.::2:0 92 �. °� - RIM: 21.40 / 1 / p G: 21. 0 1 I I I 1 ... 33 /° I W - �� 1 \ D 1.390 I RIDGE SS �- 1 1.8 % o - s 1 / 39 1 zt-I I I I� . ...: LINE S 1 \I S 1 D I 6' CLF _� �.45% _ 21.1 �� FG: 21.9 -� HP: 21.67 FG: 21.65 ............. :;.........'...... 1 1� FLOWLINE i HP:21.76 "� y FG: 21.91 1 1 14 /O ° .. .. E 21.2 .6 '. 1 FG: 21.95 - B #5 HP: 21.81 „.. RIM: 1.66 o' CB G3:2 FG: -74 1 : 21.60 _fir.• �� FG: 21.80 FG: 21.81 1 Its ....: • 1 FG: 21.92 , 1 _ . 00 FG: 22.12 \ CB #3 2100 R�M-21-6F - - -- FG: 21.90- 1 J R 1 w' °° P i I 2�� CI IPOPI I T' I I / - P.. s- r 860 110" 6' CLF I FG: 21.81 - - - f P:1D' CLF 3 EG:21.57 09* CB #4 6' F EG:22.06 ( I 'I/ D,]' ...' _ _ - - RIM:21.60 EG: 21.95 `6' CCF EG: 22.00 EG: 21.99 6' CLF FG: 21.69 INTERSTATE 405 O �� pF WASgI���Ol Q Q�� TACOMA SEATTLE �, SPOKANE TRI-CITIES O•s�,S 10ISTERE ' 2215 North 30th Street, Suite 300 Tacoma, WA 98403 Know what's b@IOW. SjNAL E� 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Call before you dig. 05/15/2026 STORMWATER 30% I I I I I / DETENTION POND 1 D __ / III I r �I 0 28 `tip 1 n I o I I� I CI B #8 I I I I 1 'r 1 RIM: 22.93 i° 8 I I IN I gll, I � l0 I j � �7 21- J / I / / �� I J 6' CLF 9 / \ \� 4' r8 0 o q / _ 22.25--• �__ " 6' CLF 1.2 -- - FG: 23.04 FG: 23.21 FG: 22.08 EG: 21.66 EG: 21.75 N GRAPHIC SCALE 0 10 20 40 1" = 20 FEET BASIS OF BEARING 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. 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 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 00 co C) C) O N LJ 1 T T C) O N a J N R-438821 00 00 C'7 i 0 W 0 O a a� o Know what's below. Call before you dig. 25 20 O N 9 25 20 0 bi ' PROPERTY LINE PROPOSED GRADE AT SECTION LINE EXISTING GRADE AT PROPERTY LINE I APPROXIMATE SUB -GRADE (REMOVE ASPHALT) SECTION LINE 8" SLAB BLDG ADDITION -------------- —-------- L------------ _—�_ _ — _ -- _ ---� EXISTING GRADE ELEVATION AT SECTION LINE PROPOSED GRADE ELEVATION AT SECTION LINE LO C0 (0 Ln U.) (0 U.) C0 LO M LO N C� O U N N N N N N N N N N N N L'J I LJJ LL LJJ LL LJJ I Ld I LJJ LL Ljj LL LJJ LL LJJ I LiJ LL L�J I Ld SECTION A SCALE: H:1" = 20', V:1" = 2' EXISTING GRADE AT PROPOSED GRADE PROPERTY LINE SECTION LINE AT SECTION LINE APPROXIMATE SUB -GRADE (REMOVE ASPHALT) EXISTING BLDG 8" SLAB BLDG ADDITION ILI . I EXISTING GRADE ELEVATION AT SECTION LINE PROPOSED GRADE ELEVATION AT SECTION LINE c0 LO LO Ln N Ln M U) r` co U_ Ld U_N NNNN N N N N W 00 00 00 00 00 Ld LL Ld LL Ld LL Ld LL Q Ld LL SECTION B SCALE: H:1" = 20', V:1" = 2' T A C O M A S E A T T L E S P O K A N E T R I- C I T I E S 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB 25 20 0 LL 25 20 U LL 00 M Cfl O O Cfl N AN u FEB L0 N a J H H H LO N R-438822 00 OO C'7 It O It 0 LU �.. .. �............. .. - .............................•.•...•.•.• :.. . P a 6' CLF ........... ".' .PRLVAT.E'.LNGRESS/EGRESS".EASEME.NT.......... �..,......................................f"......... ^ .. �� T................./................... ........................................................... •.•.•.•(:..•... _ 4 ;., ::':' V:.:.P.ER.'�As�M.�1Vf'AGREM.�iVTWZTH R.IGH a FBiL TI IES VERTICAL DATUM -........................................ G......... �` 41k�..-.-. ............................. ............ �.. ...::.;.:,!.., �. 6'CLFANGLEPOINT :.�........'AF....................?•.'.......... �;::' '.' 2.........'....�... r' •p,:' '....... 1 ° EXIST. CB2' ::::..... '..... 4:..:: fi 6' C !�.....f..I........................... .............0 1 •''' `......': ..: D6 BEARS S84 11 E, 0.6\........:....:.:.:.:.........:...............'..,..• .:. .. �, Ln � NAVD 88 (AS DEFINED BY THE PUBLISHED CITY OF RENTON VERTICAL ,f .,''Ru yr FROM CALCULATED .• I T M BENCHMARK NETWORK) (NGS2018 GEOID -USED) .O' '` LOTCORNER �'. �' +' c o . ........ ... ... A ,4 .. ....... \Y 6� �' i :. % ...' 6' CLF G v �' �. UNKNOWN USE 0 N r �•%W;�7 PROJECT PRIMARY BENCHMARK: 1 LEA 2 1 MAPLE ' 1 RIM-21.9fi' 1 P NOT PART OF SURVEY •:.y �• N W W G CITY OF RENTON CONTROL ID. 1895 �-� `it'' T r , . .. (TAX PARCEL NO. 334040415 M (T D) v .elMAPLE °•°�•' ' PUBLISHED ELEVATION: 25.702' NAVD 88 ........... ... .. N ..... .4: �. E' �.............. I N �::%: %/ D.5' DESCRIPTION: PSE. EtEtT.f24ItAt.. '/: 1LE ...................... .. ° H P ::!::::::] "" """""" O "' � • � • • • • "' " ENCASED 3" BRASS DISK W/PUNCH LOCATED AT THE INTERSECTION OF OHv -.-.-EASE.. �d I Pf AFN... .NKNOM Z ...n. .. .:: . ..'.'D.ECiouou.s.'. .. �'.'... . 2 12 259d .'}.. ... ' 0 ... 'P 00 80 E/c LIND AVE. SW AND SW 16TH ST. .y' RAMP ................. ti I \ ... �J ........... y! ...... ...... .. .. , . . �.. ... .... C Q I:. ....... •'a . C%. •. •.'. .... .. .. ............................. ... .. . . C .G: P..... " "' PROJECT SECONDARY BENCHMARK: J ..... .. EXIST B4• r:c... S C 6' CLF0 1' M , ...... 1 �a o 0 .I. • CITY OF RENTON CONTROL ID. 1891 G ... u o a ........ STOP / ..... ............ 'a .. :,..',.. Q IDuous.'. ................. �......... ............................................'..'................... ..................... ... ............„.<',.::; PUBLISHED ELEVATION: 24.1568' NAVD 88 I ................ . ,� .. . G. p .................-%%%%%..............................................`%%%% ........ sn...:•:•:''::..... .C/..... ... ....................... .............................. ................. ..... ................ ..... ::::::: ... / PE ERFNZ ©303270U,0924;OtJ5;E - , 51:�- OBSERVED ELEVATION: 24.06' NAVD 88 . •.1.•....... .......... ............... PSEM EM1IT� ; '' ...... . .......... .. ................ ...... I' ti' .......... .:.. .............. ....., r n �'. :9 ' DESCRIPTION: ':':':': A; 3: \ ******************* * * *.... .. ... s0'. P T R .................... M ... ................. ..:.:..... :... MONUMENT FOUND ALONG THE NORTHERLY MARGIN OF SW 16TH ST. AT J ..................... .'.. �/ . Z , ,....... P BA ....' T. RM... ...................... ............................... N ............... ................ A BRIDGE CROSSING OF SPRINGBROOK CREEK. ... ..o....... . O ff..................... . '.' '..' .. .'.'.'.'.'..'.'.'.'.'.'.'.W . '..'. .... '.. .'.'.'..'.'. .......... , . � .'.' �'.' .... .. �. C.... SU R Y uNkadWN usE......... � ..... ............ - . . .. P 1 ......... 10.00.:: l.. ....................... I.. s �l�i ... r�.. .. •- .... X PAR L. N. IM 2 -206'. ............. .. 7 .�r�. ....... . . . \. . . . . . . . ...�..... �§e'iUkfh ktR..SI0........................................ / � 3�4o i o........................ .............. ........... SITE BENCHMARK �CL........... Bz'........L.............. ... - * - ---ENT.�ER.AF.N........... o. .....:::..........'::::................ o......... �..:...:.;..................... ... OBSERVED ELEVATION: 27.41' NAVD 88 .a •! .................. I i.....30 0' 2003'012'8002'59.1 ................. E/C.. . / . ... ...I:':•:•:•:•:•: .. DRIVEWAY' I . I ti .. ` \\ .: s+ 5.5�................. DESCRIPTION: ....... o.....'....1....... � I .....'.'.'.'.'......... ..AV ....................'.'.'.'.'...... .. ....... . o . s y ............... EXIST::.. 3..:.:.:.:................................�' �..... 5.(F.''. . . ENCASED 1 7/8" BRASS DISK W/PUNCH AT THE INTERSECTION OF SW O 6..CLF . I• SERV�CE.CENT�.R GRADY WAY AND SENECA AVE. SW DIRECT'IO'S S.I. I... �. I`ie.. �. G .. .. - 4 : _ RE i ..../ ...... . . I 5BASIS OF BEARING o .•:•:•:•:•:•: ''''''II'''' E1�.. I Gam.:: I�', i.A. 6'CLF S _�. UTILITIESEASEMENTTOTHECITYOFRENTON • • i' f• .. . . " '? SS�RECi 03 2 / 09 PER AFN 20010906002177, CITY OF RENTON ORDINANCE 4914 •' ;: ' HELD COMPUTED NAD 83/91 WASHINGTON STATE PLANE NORTH ZONE ,. GE. .. o. ......... . ,,. ..... T�j� .... :.'',::: �� RECi 6' CLF Q IC F A ......... (ENCOMPASSES WHOLE VACATED ALLEY).�. ........ .........OPY......,.:. •:._ ..:�:. ss� /I' ''''E/cGRID BEARING OF .... •�.,....... .C/G MAPLE'. .. .... ...h. ............. .' ._ (.: YWI :. "•"'''• °'.. '..• :: ;.., C�� 7°2g'1O' E (f� 6 LF ° p •.•M.f • • • • .. """' . �. y. t ` "'., RE N7 I . c NORTH 89 43 16" WEST BETWEEN A MONUMENT FOUND AT THE I I BUILDING FINISH FLOOR A SS� 119.92' :.:..�.:.:.:.:... �........ INTERSECTION OF LIND AVE. SW AND SW 16TH ST., BEING CITY OF �................ .. 1 ....... ........ .... I . `c:b C: C� I...... .. PER EASEMENT AGREEMENT WITH RIGHTS AND RESPONSIBILITIES ,•,•,.b..,,,,,,�,,...o... II:, ? t.A RRI\/}p' �'.....' +SS�R •'•' '''� / " 20020612000622 NORTHERLY MARGIN OF SW 16TH ST. AT A BRIDGE CROSSING OF •''". ''••••••••• f' G. C _.:L : ry REC "G .' L \ SPRINGBROOK CREEK, BEING CITY OF RENTON CONTROL ID. 1891, �,.....I... ;� •.:...':C �.: S I... \: RESPECTIVELY. w..:.: c,: �` �....... ....... _ ., V) . E/;�' ; f SS REC /'.. �`1. I::: I D' " ' . '. ' P ...I. E ' FND1/2"REBAR AND CAP STAMPED I,', "L81%35"I �. E/C REBAR BEAR5588"24'33"E,023' T,,,,I n,_^0. `� �.�HORIZONTAL DATUM :::::::::::' 'r ........ I• C/•G• . FROM THE CALCULATED LOT CORNER BU.I I F i........ A.. 4 VISITED 11/18/2024 •'•'•'I'•'•'•'.'.'.'.'.'. $ W, ,,' , ...... NAD 83/91, WASHINGTON STATE PLANE, NORTH ZONE, AS DEFINED BY .r:..•': • .......'FkQ. :E I' F....... d ... UTILITIES EASEMENT TO THE CITY OF RENTON �j� gAY I •'•' I •''' Y THE CITY OF RENTON PUBLISHED HORIZONTAL CONTROL NETWORK • ... i PER AFN 20010906002177, CITY OF RENTON ORDINANCE 4914 ...... I 8...... . EC>.... "` �.i' (ENCOMPASSES WHOLE VACATED ALLEY I I UNIT OF MEASUREMENT IS U.S. SURVEY FEET ...:....... o ) > :YA '.� I .......... ALL DISTANCES SHOWN ARE GROUND :...:.:. ' T Cod N : '". CONNECT EXISTING BUILDING �.. . G. �`...:. .....� ...I I o',', , , , , I A COMBINED GRID SCALE FACTOR OF 0.999987504615 (GRID TO GROUND) q ' ....: ROOF DRAINS, CONTRACTOR TO pNv....... ......... / 'E/C- I 09 WAS HELD AT CITY OF RENTON CONTROL ID. 1895 .............�......... v1' :.. .:a;, / POTHOLE AND VERIFY DEPTH I .. .....C./.G... ``CLF: a..jo •;.'q ;�y, ... 130 LF 6" PVC SDR 5:@: }�0::25, yo %,' Rfk/IN PRIOR TO CONSTRUCTION. "� I 6' CLF PSE.IELECTRICAL.... LF .... . 1. � EXISTING STORM j./ 6..... I __] , ... En NT PE$�AFN..... ' .: .: oN : • PIPE TO REMAIN o1zsaz591: EXISTING 13 LF 6" PVC SDR-35 @ 0.50% I ,' OL. N:. .:.� / I I o'''''''' I :......� ...'....:': BUILDING I I� {LF UTILITIES EASEMENT TO THE CITY OF RENTON W....'.'.'.'.'�'.'.'.'.'.'.'... LF B L D G aFN 20020207002539, CITY OF RENTON ORDINANCE 4942 L'.'.'.'.'.'.'.'.' .MAeW ,: A,• '1 :a' (ENCOMPASSES WHOLE VACATED STREET) QF > ::............ FF. _ 6' CLF ANGLE POINT 1 "" 1 G6 :.:: • ADDITION I BEARS N53°23'W, 1.3' FR ULATED LOT CORNER P.......... 21 1. `" �' CO #7 �- I '';'CJC, 8' CLF END BEA��s° R'iN, 1.0' FROM CALCULATED LOT .. . ... .' ..''''.''.. 0 .. RA/tN .M ........'.•. ATE I I ................ p:,•',.,„ - EXIST. CB1 ... ♦♦ ♦♦ ..... .. c J.... A n ATE 6'.GL•F•'.'u :.:•.'•'•'•'•'.r.... t' <�' 21 LF 6" PVC SDR-35 0.25% h..�/ .... ..<.. � ':..p a @ BUILDING FINISH FLOOR AT �2 1 ��` : o', t` CENTER OF PED. DOOR \ I EXISTING STORM ' :........ �... _ \ ° -;\j�J ^BELED "SPRINKLER ROOM" 1 PIPE TO REMAIN ..:`U :::::•:•:::::::::: R ' ^ CONNECT EXISTING BUILDING ELEV=21.95' NAVD 88 �, ' / _ _ 1 CB #1 _ - I o .. ROOF DRAINS, CONTRACTOR TO , _ CUT AND CAP SEWER , . 0::::::::•::•:•:•:•:•:•:•:• ' s� ••••• !•• • • • • • •' * c, MAP . • POTHOLE AND VERIFY DEPTH W AT PROPERTY LINE ........ N .4'.. . ;'a PRIOR TO CONSTRUCTION. I \ oI J - SG ..:. ...... 108 LF 6 PVC SDR-35 @NI.S�Oo DB' ... &11 APL% 1 _ 8' CLF -20 p I ... .... D B' �'. _ ' - I GATE 8'/6' CLF INTERSECTION 1 Q 6' CL ........... ................. ` � W STORM RUN 3 k 1 _ _ ......... c� :.`.� BEARS S79°15'W, 2.9' FROM THE 8' CLF "'.'.'...'.'.E/G. �' o' R s� W (- SH T C3.4 5 h6' CLF CALCULATED LOT CORNER - - _ 1 � +. ivv 1 L........:; �. w _ _ - 1 , w ss a \ I �P ls' CLF I4 p \ .....::.::.:::....I........ _- , - j1AB,LD ADDIT SS __-- 1 � 1 8'CLF - 6' CLF E TRANS TI0N�_ Ux..:::I..............:*.............. .. , ( - i _ �_ . _ -?_ \ 1.0' - V. G i' CLF/6' TEEL f .. b., I A _ ' 'j 1 22 ��'� SS \ 6�F-8- _fP 46% 1 \ 8' CLF aqL _ , - �� \ "72.00 Q �- L •:•:•:I:•:.:::... .: - - " DI CL52 @\0.25% INSTALL �T 1=0AM OR EQUIVALENT 1 .*.,I,*,*,*,** /*` * * * * * , 0+ y/ // �-� �O1 \ MAPLE \ \ - a ° I WHERE 12-INCH OF VERTICA\ - o �I / ho kXISTING �\ :':::: !':'::..: W. / _ 91 LF 6" PVC SDR-35 0.50 /o /� `h' i ' I f \ \ I I DETENTIO\ .� _ - - 1 I @ SEPA ATIOICANNOT BE ME \ I I I ` r 111 / :: ::::. �6 ; W � - _ , - \ o � /so � 1 N I I I I POND TO I II I I M 1. CB #7 _ of s �r Xo / 1 0 Q ` � ::::: _ -- - - - _ - O ( c, I a \ N I I I REMAIN _ I I '.' %/. :W ....::...::::: . �'I.. ' � - - / a SS _1� 1 `L c\ CO #6 a 1 """"" % \ cv 103 LF 6" PVC SDR-35 @ 0.25% W .. :I .,, >': _ - - �� I CB #6 \ D I I i IE: 17.00 6" (W) I I II '16 LF ..:PVC:SDR�35.@.0,25%..:.:DR��E9�,A v,° SS \ Sp 1 � FI I I 6' CLF OUTLET I 2 STORMV .... �..... GATE SS 1 / `rp 9 LF 6" PVC SDR-35 @ 0.50% STORM RUN 2 - �� ..._1, : .�::.......... . �., .' `: P \ SHEET C3.4 \ o i C3.5 STA:12+ 3, 0.00 \ S� CO #5 \ I0 1 1 cam, I i PROT + / POND T. .................:.•.•.•.•.'.:... � � 28 LF 8" DI CL52 @ 0.25% \ I �6+1 y \ \ a 128 LF 6" PVC SDR-35 @ 1.13% \ 1 Fi+ 0 -i 7 :::::;; f:.. r§:�r \ 7:6I I , I I I 17.55 8" W o I �' j/j/ `1 \ x0. .,. .:, - " �: ... . : .:.... 1 ., � .. .... :-- � j.. ... : *. . .- � CO #4 p . - CBI # ( ) I N :.„� v Oo \ I I i i I I I cv _ 1 1 D �j, - - \ M CB #8 I APPROX. I 0' I r I I CB #5 1 4 \ +p0 _ - _\ I I I ", n �' AM %: .. 14 _ - _ - _ / i I I I POND BOTTOM I I N -Its \ p _ CB - _ 69 8" Ef� eL? 0.26 /o / ( o _EG: 16.50 I I 7 � 1 -- _ P Im I I ' 1 0 _ p - / I 1I8I F 8" CEP @ 1.48°o I I \ -p - - I II _/ 01// -20 _ - � / � / .. ^6' CLF _ D 89 LF " @ 0.25% _ _ _ _ _ _ -21 0l ` ` � 6' CLF / / \ \ � _ - STORM RUN 1 _ - - - - P / - 7 6�L5$/o 19 ` �r8 , rye. I I I Tom \ ` _ _ ' o� �_ \ E SHEET C3.4 p 22.00 - _ - -_- - - �--�o W . . `� 1,, ,,,�\ 57 LF 8" DI CL 0.25% 1� CB _��� -- - P I \ - - _ �,- - _ "- 6' CLF 1.2' _ -- -� I I -- '_1 - -- .. _- _ I I L h' ( I-+ / `'' . 1. - - - - - P p :: ____ S86°2o'10" D4' I I 1 . . . � - - _ o R:.1ro - I CLF 391.52' D,] 6' F _ - - 6' C F 6' CLF INTERSTATE 405 Know what's below. Call before you dig. � T . , �VO� OY WA Sg 0� 11r_" ��.� ��GISTEg�9 �SSIONAL ��G 05/15/2026 T A C O M A • S E A T T L E S P O K A N E • T R I- C I T I E S 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB `6' CLF EXISTING POND TO BE REFRESHED. REMOVE ALL DEBRIS AND SEDIMENT BUILD-UP. REMOVE ALL NOXIOUS WEEDS. POND OUTLET TO BE CLEARED AND CLEANED. N GRAPHIC SCALE 0 10 20 40 1" = 20 FEET STORM NOTES 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 STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS CB #1 RIM = 21.59 TYPE 1 IE = 18.90 (8" S) N 173874.77 IE = 18.90 (8" NE) E 1296386.65 CB #2 RIM = 21.60 TYPE 1 IE = 18.50 (8" W) N 173790.74 IE = 18.50 (8" N) E 1296405.48 IE = 18.50 (8" E) CB #3 RIM = 21.60 TYPE IE = 18.64 (8" W) N 173778.29 IE = 18.64 (8" E) E 1296350.24 CB #4 RIM = 21.60 TYPE 1 IE = 18.86 (8" NW) N 173758.79 IE = 18.86 (8" E) E 1296263.78 CB #5 RIM = 21.66 TYPE 1 IE = 19.00 (8" NW) N 173795.86 IE = 19.00 (8" SE) E 1296220.61 IE = 19.00 (8" NE) CB #6 TYPE 1 RIM = 21.40 N 173815.39 IE = 19.07 (8" SW) E 1296240.61 CB #7 RIM = 21.17 48" TYPE 2 IE = 19.15 (8" SE) W/ SUMP PUMP IE = 19.32 (6" NE) 0.4CFS @ 5' TDH IE = 19.32 (6" NW) N 173835.29 IE = 18.50 (8" N) E 1296174.69 1 CB #8 C3.6 6x12 BIOPOD RIM = 22.93 UNDERGROUND VAULT IE = 18.32 (8" W) N 173792.17 IE = 17.82 (8" E) E 1296477.46 CO #1 CO RIM = 21.37 N 173976.94 IE = 19.68 (6" S) E 1296166.26 STORM STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS CO #2 RIM = 21.38 CO IE = 19.36 (6" N) N 173847.01 IE = 19.36 (6" SE) E 1296163.19 CO #3 CO RIM = 21.95 N 173855.79 IE = 19.22 (6" S) E 1296253.46 CO #4 RIM = 21.85 CO IE = 18.76 (6" E) N 173766.96 IE = 18.76 (6" N) E 1296273.50 CO #5 RIM = 21.85 CO IE = 17.31 (6" N) N 173795.13 it: = 17.31 (6" W) E 1296398.36 CO #6 RIM = 21.90 CO IE = 17.26 (6" E) N 173804.01 IE = 17.26 (6" S) E 1296396.36 IE = 17.26 (6" N) CO #7 RIM = 21.75 CO IE = 18.90 (6" S) N 173909.80 IE = 18.90 (6" E) E 1296372.49 EXIST. CB1 RIM = 21.31 EXISTING TYPE 1 IE = 19.00 (8" SW) N 173898.95 IE = 19.00 (8" N) E 1296401.89 EXIST. CB2 EXISTING TYPE 1 RIM = 21.46 N 174067.99 IE = 19.69 (8" S) E 1296401.66 EXIST. CB3 RIM = 21.20 EXISTING TYPE 1 IE = 18.75 (8" S) N 173985.44 IE = 18.88 (12" NE) E 1296176.98 IE = 18.77 (6" E) A, U T T (D C) N a J N Ir 0- R-438823 00 00 C'7 I 1 0 W 20 15 12 N N 0 Ld . PROPOSED GRADE AT . EXISTING GRADE AT STORM RUN CENTERLINE 18 LF 8" CPEP @ 1.48% STORM RUN CENTERLINE .- . \ � � � . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - I / - - 1 �i---- T . 100-YR WATER I I I I SURFACE ELEV: 19.61 � 61 LF 8" DI CL52 0.25% @ - 57 LF 8' DI CL52 @ o 0.25 /o - - - - - - 150 LF 8" PVC SDR-35 @ 0.17% I O 89 LF 8" CPEP @ 0.25% 57 LF 8" CPEP @ 0.25% 69 LF 8" CPEP @ 0.26% 2-YR WATER -.- ------ - � - --------------- ELEV: 18.94 1 C I SURFACE i II II-------------------------------------------- 1 .32 . POWER CONDUIT . 62 LF 8" PVC SDR-35 @ 0.36% 8" STORM BOT: 19.11 INSTALLED 12" EX. 10" WATER TOP: 17.61 MINIMUM BELOW . SEPARATION: 1.5' STORM CONTRACTOR TO POTHOLE U U U U AND VERIFY DEPTH PRIOR B #7, 48" TYPE 2 TCB #5, TYPE 1 TCB TO CONSTRUCTION /SUMP PUMP STA: 12+77.31, 0.00' #4, TYPE E 1 22000' STA: . 8" STORM BOT: 18.47 0.4CFS @ 5' TDH RIM: 21.66 , RIM: 21.60 CB #3, TYPE 1 10" WATER TOP: 15.84 STA: 12+16.79, 0.00' IE: 19.00 8" (NW) IE: 18.86 8" (NW) STA: 14+22.85, 0.00' SEPARATION: 2.63' RIM: 21.17 IE: 19.00 8" (SE) IE: 18.86 8" (E) RIM: 21.60 IE: 19.15 8" (SE) IE: 19.00 8" (NE) IE: 18.64 8" (W) CB #2, TYPE 1 EXIST. CB3, EXISTING TYPE 1 IE: 19.32 6" (NE) IE: 19.32 6" (NW) IE: 18.64 8" (E) STA: 14+79.48, 0.00' CB #8,'6x12 BIOPOD EXIST. CB4, EXISTING TYPE 1 STA: 10+66.62, 0.00' RT IE: 18.50 8" N ( ) 8" STORM BOT: 18.94 RIM: 21.60 UNDERGROUND VAULT IE: 18.50 8" (W) STA: 10+05, 0.00' RIM: 21.20 RI 8" SEWER �� 10 WATER TOP: 17.40 , ( ) STA: 15+51.47, 0.03 RT IE: 18.50 8" N RIM: 21.20 18.75 8" S ( ) CROSSING. SEPARATION: 1.54 RIM: 22.93 IE: 18.50 8" (E) IE: 19.10 12" (SW) IE: 18.88 12" (NE) EXISTING GRADE ELEVATION AT PROPOSED GRADE ELEVATION AT IE: 18.32 8" (W) IE: 18.77 6" (E) STORM RUN CENTERLINE STORM RUN CENTERLINE IE: 17.82 8" (E) n n Ln n N 4- °o (0 Ln U-) c0 c0 I-- c0 co Ln Ln Ln (0 ce) c0 M 00 0 0 N N C� N C7 N C7 N C7 N C7 N C7 N C7 N C7 N C7 N N N N N N N - N N N N - N N N N N N - N N N N - N N N N N N N N N N C� C� N LL LL LL LL LL LL LL W W W W W W W W UJ U- W U- W U- Ld LL Ld LL Ld LL Ld LL Ld LL W LL UJ LL W U- W U- W U- bJ LL W W W 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 STORM RUN 1 SCALE: H 1" = 20', V 1" = 2' Know what's below. Call before you dig. PROPOSED GRADE AT STORM RUN CENTERLINE FEXISTING GRADE AT STORM RUN CENTERLINE 20 CB #6, TYPE 1 F STA: 20+09.04, 0.00' RIM: 21.40 IE: 19.07 8" (SW) 8" STORM BOT: 19.02 - 10" WATER TOP: 17.52 SEPARATION: 1.5' 15 EXISTING GRADE ELEVATION AT STORM RUN CENTERLINE r 12 + ,4- 00 U? Lq N N N N W LL W 20+00 STORM RUN 2 SCALE: H 1" = 20', V 1" = 2' nnv==� 20 OCB #5, TYPE 1 STA: 20+36.99, 0.00' RIM: 21.66 IE: 19.00 8" (NW) IE: 19.00 8" (SE) IE: 19.00 8" (NE) 28 LF 8" DI CL52 @ 0.25% 15 PROPOSED GRADE ELEVATION AT STORM RUN CENTERLINE 12 CV I` NN W LL 20+46.99 20 15 10 N C� Ld II II II PROPOSED GRADE AT STORM RUN CENTERLINE EXISTING GRADE AT J STORM RUN CENTERLINE 86 LF 8" CPEP @ 0.46% INSTALL ETHAFOAM OR EQUIVALENT WHERE 12-INCH OF SEPARATION CANNOT BE MET II 8" STORM BOT: 18.56 20 15 10 It N CD LL 30+00 30+50 31+00 31+49.69 STORM RUN 3 3 SCALE: H 1" = 20', V 1" = 2' 6" STORM TOP: 17.76 CB #1, TYPE 1 SEPARATION: 0.8' STA: 30+53.58, 0.00' CB #2, TYPE '1 RIM: 21.59 STA: 31+39.69, 0.00, IE: 18.90 8" (S) RIM: 21.60 IE: 18.90 8" (NE) IE: 18.50 8" (W) IE: 18.50 8" (N) 29 LF 8" PVC SDR-35 @ 0.34% IE: 18.50 8" (E) EXIST. CB1, EXISTING TYPE 1 . STA:. 30+25, 0.00' RIM: 21.31 IE: 19.00 8" (SW) IE: 19.00.8" (N) . 169 LF 8" PVC SDR-35 @ 0.41 % . . EXISTING GRADE ELEVATION PROPOSED GRADE ELEVATION AT STORM RUN CENTERLINE AT STORM RUN CENTERLINE r) In M co o f� Ln o °0 In r` r` CO Ili N N N N N N N N N N N 0 0 0 0 0 0 C) C7 () C7 0 Q LL LLJ LL LLJ LL LLJ LL LLJ LL LLI T A C O M A S E A T T L E S P O K A N E T R I- C I T I E S 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB 20 15 12 CD LL 16+00 16+09 AN u H H N Q J H H H L0 N R-438824 00 00 C'7 It i LU "� _j 'p w U > ry U � �W 0) 00 O 00 � O N N N N N � O D N O 0 a U_ Know what's below. Call before you dig. ��++ T . kr .� ��GISTEg�9 � S ONAL 05/15/2026 T A C O M A S E A T T L E S P O K A N E T R I- C I T I E S 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB *8, * UNLESS OTHERWISE NOTED ON PLANS 00000000000 0000 00000000000 0000 00000000000 O O O O O O O O O O O O O INLET/OUTFALL PIPE O O O O O 0 10�0�T 0000000000000000 PLAN �0 EXISTING AND/OR �- PROPOSED GROUND�p1PE OOC�-'� O�O47 n0 n0 O 12" MIN. DEPTH (12"0 PIPE) 4" MIN. FACE 18" MIN. DEPTH (15"-18"0 PIPE) QUARRY ROCK 24" MIN. (24"-36" O PIPE) SECTION OUTLET PROTECTION NOT TO SCALE ROOF DOWNSPOUT SEE ARCHITECTURAL DETAILS. 6" PVC CAP CUT HOLE TO ALLOW DOWNSPOUT TO PENETRATE WITH 1/8" CLEARANCE. 6" PVC SDR 35 TYP. 2" MIN FINISHED GRADE --\ 4" - COORDINATE DOWNSPOUT LOCATIONS WITH I I —I I I —I 11--H ARCHITECTURAL PLANS AND NOTCH FOOTINGS —III 12' MIN. TO ACCOMMODATE ROOF DRAINS. _—I (— SURFACE SEAL: NATIVE SOIL OR OTHER LOW PERMEABILITY MATERIAL. 18" (MIN.) 4" PERFORATED RIGID DRAIN PIPE-� REQUIRED AT LANDSCAPE AREAS .......... (SURROUND WITH 1" ROCK)''" 2" (MIN.) ° i a a a °' Q a ° 4 A 4 FOOTING 6" BELOW GRADE AT DOCKS. REFER TO STRUCTURAL. j BUILDING FOUNDATION SEE CONNECT TO 0.5% STRUCTURAL DETAILS DETENTION SYSTEM MIN. PROVIDE FITTINGS AS REQUIRED NOTES: DO NOT TIE ROOF DOWNSPOUTS TO FOOTING DRAIN. SURFACE SEAL TO CONSIST OF 12" OF LESS PERMEABLE, SUTIABLE SOIL. SLOPE AWAY FROM BUILDING. ROOF DOWNSPOUT AND FOOTING DRAIN NOT TO SCALE SOIL AMENDMENT • 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. 00 co Cfl O O N A, U T T O O O i Ln N a J N rr n R-438825 GD 00 C'7 I 1 W I- ca 3 LI -j p W Q p U > ry U�- o� �) rn� OC)- o 00 N N t N CV C O 0) 04 ' y dej p Z Know what's below. Call before you dig. 012" RCP MAX. INLET ALTERNATE INLET LOCATION 7'-0" 6'-0" ALTERNATE OUTLET LOCATION 012" RCP MAX. OUTLET 2X 018" TRAFFIC RATED CAST IRON COVERS, FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. VARIES ii 11 INLET �\ H I� � I/ \I L C � II ;I OUTLET 13'-0" 12'-0" MAR DIVIDER WALL PLAN VIEW 036" BOLTED & GASKETED ACCESS COVER, FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. RIM 4"MIN TO 5' MAX COVER (SEE NOTE 1.13) NOTES: 1. DESIGN LOADINGS: A. AASHTO HS-20-44 (WITH IMPACT) B. DESIGN SOIL COVER: 5'-0" MAXIMUM C. ASSUMED WATER TABLE: BELOW BASE OF PRECAST (ENGINEER -OF -RECORD TO CONFIRM SITE WATER TABLE ELEVATION) D. LATERAL EARTH PRESSURE: 45 PCF (DRAINED) E. LATERAL LIVE LOAD SURCHARGE: 80 PSF (APPLIED TO 8'-0" BELOW GRADE) F. NO LATERAL SURCHARGE FROM ADJACENT BUILDINGS, WALLS, PIERS, OR FOUNDATIONS. 2. CONCRETE 28-DAY MINIMUM COMPRESSIVE STRENGTH: 5,000 PSI MINIMUM. 3. REINFORCING: REBAR, ASTM A615/A706, GRADE 60 4. CEMENT: ASTM C150 5. REQUIRED ALLOWABLE SOIL BEARING CAPACITY: 2,500 PSF 6. REFERENCE STANDARD: A. ASTM C890 B. ASTM C913 C. AC1318-14 7. THIS STRUCTURE IS DESIGNED TO THE PARAMETERS NOTED HEREIN. ENGINEER -OF -RECORD SHALL VERIFY FY THAT NOTED PARAMETERS MEET OR EXCEED PROJECT REQUIREMENTS. IF DESIGN PARAMETERS ARE INCORRECT, REVIEWING ENGINEER/AUTHORITY SHALL NOTIFY OLDCASTLE INFRASTRUCTURE UPON REVIEW. 8. INLET AND OUTLET HOLES WILL BE FACTORY CORED/CAST PER PLANS AND CUSTOMER REQUIREMENTS. INLET AND OUTLET LOCATIONS CAN BE MIRRORED. 9. CONTRACTOR RESPONSIBLE TO VERIFY ALL SIZES, LOCATIONS, AND ELEVATIONS OF OPENINGS. 10. CONTRACTOR RESPONSIBLE TO ENSURE ADEQUATE BEARING SURFACE IS PROVIDED (I.E. COMPACTED AND LEVEL PER PROJECT SPECIFICATIONS). 11. SECTION HEIGHTS, SLABIWALL THICKNESSES, AND KEYWAYS ARE SUBJECT TO CHANGE AS REQUIRED FOR SITE REQUIREMENTS AND/OR DUE TO PRODUCT AVAILABILITY AND PRODUCTION FACILITY CONSTRAINTS. 12. MAXIMUM PICK WEIGHTS": A. TOP: XX,XXX LBS B. BASE: XX,XXX LBS" (" COMBINED WEIGHT OF BASE INCLUDES BYPASS WEIR, DIVIDER WALL, ROCK & MEDIA) 13. INTERNALS SHALL CONSIST OF UNDERDRAIN PIPE, ROCK, STORM MIXTM MEDIA, MULCH, DIVIDER WALL, BYPASS WEIR AND OPTIONAL DRAIN DOWN. INLET WINDOW 6-1-1/4" MIN ENERGY DISSIPATION �I III 13'-10" MAX I I + I STONE IH III I� _ _ 1 2„ E 1 III IIIX. MULCH 4-0 III — — — 3'-10" x DIVIDER WALL INLET 2'-8" 2 -2„ [26 ] DROP BYPASS WEIR III StormMix6"^ MEDIA RECOMMENDED, 6" MIN. III III II I -' 6" DRAIN ROCK ----��� --- 6" OUTLET UNDERDRAIN PIPE OPTIONAL DRAIN 2'-10" 4" 2'-10" 1'-6" 6" 10'-0" DOWN DEVICE Ta LEFT END VIEW ELEVATION VIEW Bioretention/ Biof Itration 6X12 BIOPOD BIOFILTER NOT TO SCALE T A C O M A S E A T T L E S P O K A N E T R I- C I T I E S 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB 00 M Cfl C) O QD AN U FEBH Lk N Q J L0 N L.L R-438826 cuSig rl Envelope 1[): 3131!1334t)3-7 OAA76CAD83-4329FFEOC,105 Docu$I'grl E rnvelope ID: 3B15- 403-7EOAA76C-AD83-4329FrLQC108 00 00 co Nt i O w J W LI � Z t] H Q c� U 7- > ry U � �c/) 0) O 00 N N �� N O N 'tn d t] a U- SURFACE WATER STANDARID-PLAN NOTES.: THE F OLLC)MNO IS A LASTING, OF GE'4=RAIL NOTES THAT SMALL BE INc0kPQiATEij IN THE ❑RAINAGE P4 M SEr- ALL tHE NOTES �W THE LIST- -MANY MQY PERTAIN TO EVERY PROJECT THE APPLICANT OR OWNER. HMERY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRIEI. VAN NOTES IF N01 APPLI LE TO THE PRWECT. HUWEVER. T+4E APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING ROTES IF ADDITIONAL #TOTE$ ARE 14EEDED FOR SPEC IFJC ASPECT$ THEY 5HfALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES 1 BEFCRE ANY CDNSTRUCTICON OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRLCTIiD 4 MEETING SHALL B1< HELD AMONG THE CITY OF RENTON. HEREBY REFERRED TO AS THE CITY. THE APPLICANT, 0110 THE APPLICANr$ CONTRACTOR 12.. THE APPLICANT SHALL K rRE "SIBLE FOR 9CCURING ALL N K SSARY CIT`5', STAM AND FE01FRAL RERMIFtS PRIOR TO CONSTIRLICTO". J ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCOROANCE VMITH THE LokTEST EDITION OF THE CITY OF RENTON : lWRFAGE WATER DESIGN MANUAL (RENTON SWDMII, RENTON MUNIOPAL CODE fRIVIC). AND THE STANDARD SPECIFiCATIONS FOR -ROAD, BRIDGE AKD f~+IUKICIPAL CONSTRUCTION PREPARED BY WS-DOT AND THE AERICAN PUBLIC WORKS ASSOCIATION �APWAL). IT SHALL BE THE SOLE RESPONSIBIL" OF Ti iE APPLICANT TO CORRECT AN Y ERROR, OMISSION OR VARIAT1 N FROM THE ABOVE REOUI REMENTS FOUND IN THE PLANS ALL GORRECT04S SHALL RE AT NO ADDInGNA L COST 10 I'ME CLTY A. APPROVAL OF THE Ri M. GRADING. PARKING. IDUILRING. AND DRA WAGE PLAN DOERS NOT 013" 'ITUTE AS APPROVAL OF ANY OTHEER CONSTRUiCTM (E.G. WATER. SEWER. GAS.;ELECTRICAL ETCH PLA.NG rDR STRUCTURES SUCIA AS BRIDGES. VAULtS, AND RETAINING YLrALLS RE DIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER [DRAINAGE %YSTEM SHALL BE CoIDNSTRUCTED ACCORDNG TO THE APPROVED PLANS. ANY DEVIATION FROM T}fE APPROVED FLANS WILL REOUfRE COORO NATFON FOLLDWED BY WRITTEN APPROVAL FROM THE CITY, 15. A COPY OF TIME APPF40VED PLANS SMALL RE ON TIME JOB 84TE WHENVER OONSTALJCTF IS IN MC?GRESS. b THE LOCLATQN& OF ALL FXISTIMG UTILITIES SHOWN HI-RF:C:3 E HAVEr BEEN ESTA50SHED BY FIELD SURVEY OR CIETAINF-0 FROM AVAILAEL E RECORDS AND SHALL THERE FORE BE CONSIDERED APFROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RE:SPONS1,9ILLTy OF THE APPLICANT AMD THE APPLICANT CONTRACT -OR TO NDEPENDENTLY VERIFY TH E ACCURACY OF ALL UTIL ITY LOCATIONS SHOWN. AND TO FURTHER DISCOVER AND AVOID- ANY OTHER UITIL ITIES NOT SMOWN HEREON Ti4AT MAY BE AFFECTED Blf THE lMPLEMENTATI CM OF TH ES FLAN, THE APPLICANT SHALL RECORD ON THE AS•BUILT DRAVMINGS ALL UNDOCUMENTED LI1'ItITIES 0ISCOVEF&D ANC ANY CHANGES TC TH E APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIF Y 74E ENGNEER OF R ECORD IF A CONPLICT LS7S_ 1. VER-HCAL DATUM SHALL BE NAVp sa AND HORIZONTAL DATUM SHALL BE NAD S3 {WA STATE PLA-NE- NORT+ij, UNLESS OTHERWISE APIIRQVED BY THE CITY_ REFERENCE R}EIVCFIry+ARK, DATUM, ANQ F_. VATION$ SHALL HE NOTED ON THE PLANS, 0 ALL UTILITY TRENCH BACKFI LL AND ROADWAY SLISGRA[0E SHALL BE COMPACTED 74 959E MAXIMLIVI DRY DENSITY PER SECTION 2.013(14 P • COMPACTICIN AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPSCIHCATIONS. IN PERMEABLE PAV-S lE:W AND OTHER INFILI'FiATION AREAS. NLL T RENC14 ISACKF rLL SHALL ESE FIRM AND UNYIELDING E1)T IN 40 CASTE SHfALL BE COMPACTED TD MORE T7- 4N 92% OF MAXIMUM DRY DENSITY 9 OPEN CUTTING OF EXISTING ROADWAYS FOR STQRA+I ❑fUUNAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CFTY AND NOTED ON Ti-rFSE APPROVED PLANS. ANY OREN CUT SHALL E E RESTORED IN ACCORDANCE WITH THE CITY TRENCH RIESTCRATICIN STANDARDS1. 10 ALL PFPE AND STRUC'TUFiES SHALL BE STAKED FOR 8LJRVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION VMERE SHOWN ON THE PLANS OR VMERE DIRECTED BY THE aTY_ THE EXISTING P.Mf HOL SS, CATCH BASINS. OR INLETS SMALL BE ADJUSTED TO THE 123RADE AS STAKED. 11 AL4 ROW COKIfROL FACILrt1E5 SHALL BE INSTA"D AND IN OFERAT1oN PkrOR TO, OR IN CDNJUNIMTJON WITH, ANY C ONSTRUC;7L)N AC' iVrrY LINK$$ OTMRVOSE APPROVER] 15Y THE CITY, 12 ALL PIPE AND APPIJ RTEWIvNCES SHALL BE LAID ON A PROPERLY PREPARED FODNOATION IN ACCORDANCE WUH+ THE CURRENT STATE OF WASH IN GTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCT10N. THIS SHALL INCLUDE NECESSARY LEVEMNO OF THE TRENCH BOTTOM OR THE TOP OF TKE FOUNDATION MATERIIAL, AS WELL AS PLACEME NT AND COMPACT10a+I OF RFCiJ IRED REDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LEmGTH OF THE PIFIF WILL BE SUP T1E0 ON A UNRPDITiwR -V OE nNSE, UNY11EL)I:NG BASE ALL PIPE 13E001No ANO WXFIt 1, SHAI!-L BEAS SHOO ON TIME CrTy VANOAR13 PLAN Zw.W., 0.10. AND 2- 1 13 STEEL PIPE SHALL BE ALOWNIZED. OR GALVANIZED WITH ASPHALT TREATMEW 1, 2, OR 5 INSME AND OUTSIDE 14 ALL DRAINAGE STRUC TURES SUCH AS CAT CH BASINS AND MA,NHOLE6 SHALL BE FITTED WIT}# DUC TILE WON. SOLT-LOCKING LJDS RER T HE u T y s T AmL)ARu PLAN 204.10, 20420, 2�14.30. 204-40, AND ;Jk X.50. STRUCTUMS SHALL HAVE., ■ RECTANGULAR OR ROUND. SOLID tip$ WHEN NOT COLLECTING RUNOFF, AND OUTSIDE CF TH"E RCAL)WAY. • ROUND, SGJD LIDS WHEN NOT COLLECTING RUNOFF, AND LOrC.ATED WITHIN THE ROAtiDWAY, BUT OUTSIDE OF THE CURWGUTTER LINE. ROUND, SOLID LIDS I MSPLAYING THE CITY LOGO WHEN WrrHtN THE PUBLIC RIGHT-CF-WAY OR IN AN EASEMENT TO THE CITY- PRIVA 7-E STRUCTURE LIDS OUTSIDE PURUC f2IMT-DF-WADY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO- 15 BULLDINGS AND OTHER STRUCTURES SHALL. BE PLACED IN ACCORDANCE WITH TAE3LE 4 t EASZMENT WrpTH5 AND BUILDI'MG SETW.KS LINES OF THE' RENTON •SWDKI 16 L IOS OF MANHOLESICATCH aASINS WITHIN PUBLIC RIGHT-CF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING ALL MANNCILEJCATCH [BASIN RIMS SHALL 8E ADJUSTED TO BE FLUSH VATH FII4IAL FINISH>EID GRACES. UNLESS 4'Ci-iER%VI5E SHCWN. 17 ALL DRIVEWAY CULVERTS LOCATED WAIN CITY 111014T-CF-WAY L 61� of SUFFICIENT LENS NTH TO FROVIDEE A MI NII114• M 3:1 SLOPFFRDM THE ERA OF THIr DRIVEWAY TO THE DOT -TOM OF THE DITCH UI4LE55 OTHERWISE NOTED. DRAWING IS N-UT Ta SCALE (WS) STD. PLAN - 267.00 PUBLIC WORKS SURFACE WATER STANDARD PLAN J'6P by. DEPARTMENT NOTE 1 OF artin Pah8/13/ 0 0 E3fF 3�Fl��$�+41 DATE SURFACE WATER STANDARD PLAN NOTES NOT TO SCALE rnoo pg �VASO�G mmom � 3 Q TACO MA S EATTL E SPOKANE TRI-CITIES �.c�S��clsTsg�° �ti 2215 North 30th Street, Suite 300 Tacoma, WA 98403 Know what's below. SIGNAL E� 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Call before you dig. 05/15/2026 SURFACE WATER STANDARD PLAN NOTES: THE FOLLOMN6 1,5 A IUST N5 OF NERAL NOTES THAT SMALL HE IW'011PORATED IN THE EPAINAGE Pi All SEr- ALL THE 7'C$ DN THE LIST -MAY Y PERTAN TO PV�RY PROJECT THE APPLICANT OR OVAIIIER, HERF.�Y REFERRED TO AS APFUCANT, MAY ETRIrKE OUT IRRELJ VAN NOTES IF NOT Al"PLICA$LE TO THE PROJECT-. HCME1q�R, _h-LE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FAIR SPECIFIC ASPECT5. THEY SHfALL BE ADDED AFTER THE SURFACE DATER STANDARD PLAN NOTES ' 16 ROCK FOR EROSION PROTECTION -OF ROADSIDE DITCHES, INHERE REOUFRE D, SFtAL L BE OF SOUND QUARRY ROCK PLACED TO A MIKH UM DEPTH OF ONE (1) FOOT AND SKALL MEET THE FOLtOWING SPECIFIGAMNS: • 4 - 9 INCH ROCK 140 - 70% PASSING. ■ 2 - 4 NCH: DOCK + 30 - 40% PAS,91 +lO, AND • LESS THAN 21140H ROCK 110 - 20% PASSING. 111. FOOTIN+7 DOINAOL SYSTWS AND ROOF DOWNVOUT 5wrEMs SHALL NOT DE IRTERDgNNEGXP AND SHALL aEFA�RATELY CONVEX' C0L4,-ECTEP FLU*$ TO THE CONVEYAN09 SYMM OR FLOW CONTROL FACILITY ON 7H;E SITE, UNLE WIPROVED $Y THE CrFY. FOOTING DRANS $ ALL NOT BE CONNECTED TO ON -SITE ON PS. 20, THE END OF EACH STORM aRvN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A 600-LOCKGNG LID MARKED 'STORM' OR'Dfa W SHALL BE LOCATED AT THE PROPERTY LINE OR AT TmE PORN T OF CONNECTIC14 OF A PF VATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CiTY STANDARD FLAN M.00. 21. ALL STORM SYSTEM -r:KTIENSPDNS SHALL RE STAISEU FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, SAND CUT SHEETS SMALL BE PROVIDED TO THE CJTY PF?JOR TO CMSTRUC71ON 22. ALL NEWLY. INSTALLED AND NEWLY -REHABILITATED [PUBLIC AND PR1VATE€j STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED a? II ERNS OF REMOTE: CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00_ CCTV INSPECTIONS AND DEPORTS SHALL M SUSMIT7ED TC THE CITY PRIORTO RECEIVING APPROVAL TO INSTALL PRCUECT CURBS, GUTTERS ANI R PAVEF r:Wf 23 ALL STORM SYSTEMS AND CONNECTION5 TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE VVFrH SECTION 74M.3(1 ) OF THE WS❑DT STANDARD SPECIFICATIONS A14D IN THE PRESSNCE; OF A REPRI(=$EENTATIWE; OF THE CITY. STORM DRAIN STUBS SKSLL BE TESTED FOR AOCFPTANCE AT THE SAME TI ME THE MAIt,I STORM IS TESTED 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTE:D, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO NWNTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REOIST1111BMJTE THE EXISTING GUFF LAYER AINO NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST rN ACCORDANCE WITH STANDARD PLAN 2134.110 25 I SSUANOE OF THE DI,I ILQINO OR O:QNS719U TIOhI PIERMITS BY THEb C;Fry QOS NOT REILI EI+En THE APPLI T OF THE COWINVIN5 LE DAL CaL (CATION AM OR UABILfTY CONNECTED WITH $TORWIRATER 015POSAL. THE CITY DOES NOT ACGEFT AW OBLIGATIGN FOR THE PROPER FUNCTIONING AND rM1A INTEMANCE OF THE-STORRM SYSTEM PROVIDED DURING CGNSTRUCTION 26 ADECUATE SMEGUARDS- SAFETY OENA , PROTECTIVE EQUIPMENT. FLAGGERS, AND ANY OTHER ACTICKNS NEEDED TO PROTECT THE LIFE, HEALTH, AW SAFETY OF THE PIJHLIC, AND TO PROTECT MOPERTY I'N OONNEOTION WITH THE PERFCOMNOE OF WORK EI ALL BE PROMED. ANY WORK WITHIN THE TRAVELED RIGHT -WAY THAT MAY INTERRUPT NORMAL. TRAFFIC FLOW StiAl . MOUIRI* A TRAFFIC CONTROL PLAN APPRQ1fE113 BY THE CITY f!41..1. SC-CTIONS of THE WSODT STAAiQAPJF l $FiFOrFICATION$ 1-10 TEEMPORA<RY TRAFFIC COM ROL SHALL APP1,Y 2.7. PRWECTS LOCATED WITHIN TIME CITS''S AQUIFER PROTECTION AREA (APAj SI}ALL COMPLY VVITH SPECIAL REQUIREMENT 08 OFTNIE RENTON SwDom AND AQUIFER PROTECTION REGULATIONS (RIVC .4 34601. 20. PLACEMENT OF SURFACE APPURT"ANS (CATCH B,ASrNlMANHOLI= LIDS, CJ-E-ANOOTS, INLETS, ETC.) IN THE STET TAAVr=L LANE WHEJ`i PATH, INTMSEC TION$ OF STRIMT TRAVEL. LANu. E3114jr LA} S.:510EWALKEj, AND CRO6$VVA1 K$ -SHALL EE AVOIDED WHENE�VFR PO$SJR4F:;U#T . ANY SURFAC8 APPMMAWE FI ACr=b IN A SIDEWALK OR CROSSWALK :FMALL M FFTTE'D W1_'H A NONSLIP CAR NUN,( i (IQ L.ID PER ADS REOUIREMEa+ IS- . CLEARLY LAM L PUBLIC MO PRIVA-FIE SYSTEMS ON THE PLANS. PRIMATE SYSTEMS S1 WALL BE MAINTAI NEO 8Y THE APPLICANT. 1 30. MINIMUM COVER OVER STORM 0"r51AGE PEP'E SHALL -00NPORM TO TABLE 4-2.1.AF OF THE RENTON SWEM. i 311. CON STRUCTEIJ PERMEABLE PAVENVENT SHALL BE PERM EAGLE ENAllG H TO ABSOdLB ti'Lr'ATER AT A MINFUILIM RATE OF 20 INCHES PER HOUR IHAUEDLATELY AF-rER THE PAVEMENT SURFACE HAS BEFN VVFTTEE] COWnNUGUSLY FOR AT LEAST 10 MINVFF=S COMPUANCE WITH THLS MINIMUM RATE SHALL OF CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT COMPLIANCE MAY 8E CHECKED USED A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT OWDIE IF ONLY A MINOR AMOUNT OF WATER PONDS OR PUNS OFT THE SURFACE. THEN THE PAVEMENT I,S CONSIGEREO TO MEET THE: MINIMUM RATE CF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SOLMAE FEET OF PERMEABLE PAVEMENT. IF THS TEST IS N07 CONCLUSNE, THEN ANOTHER MT PER ASTM Cl7-01 SHALL 13E CONDUCTED. fOR LARGE AREAS (E.G„ PARKING S;, TESTING OBSERVATION MAY RE ACCOWLISH!ED WHILE WALKING BEH IND A SLOWLY MOVING WATER TRUCK DISCHARGING, WATER AT A RATE SIM ILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED U SING ASTM C1781 *NOTE NUMBERS 9, 16, 17, 20, 28, 29 AND 31 ARE NOT APPLICABLE PU13LICWORKS SURFACE WATER STANDARD PLAN DE PARTM ENT DOTES (2 OF ) UI4LE55 OTHERWISE NOTED, DRAWING IS NOT TO SCALE 1NTSj STD. PLAN - 267.10 BkRR F?ipd by: rtin PastuchA11312020 r�.a1 �QrDATE 00 C) O O N All T T C) C) O N a D J Lid N R-438827 00 00 00 00 00 00 CIO IO CIO 6 CC� LL LU ......................................... ...... . .......... ............. . ....... .............. ...... .. ............... ON ... . ....... ----------- --- - - i., ............... ..... .... . ..................... .. . . .........• ..... ... ...... ---------- sNN ..... . ........................ . .......... ..... .. ....... . ....... ......................... ........... .......... V/C..9 ..................... .......... ........................ OHU A PEE . . . . . . . . . . . .L.A..$..F.M.. N..T..P.E. A FN �.. . . . .. . I. N. K .DO.....205E. . . UOU . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. . .0 �291 RAMP ....................... .. ........ ..... . .......... ...... ..... ... ..... ...... ... ................ . . . .... ...... * v ... . ........ ........ ........ ......... ....... ......... .............. . ............... ...... 0 E/C. . .. .... ..... 0... ............ .......... ........... STOP . .. ....... ............... ........ ... ........ ........ ..... ....... ...................... ................................................. ............. -C/G'. 0- . ........ ... ................................... . .................. ..... ........ ........ ......................... .......... ............. ....... ... .. ............................................ ..... ................ ........... ........... ........ .............. a .................... ................ ................................................................... .............. .................. ........... ........ .. .... ........ ... .. ......... ....... .. ................... ... .... .... ....... ....... -UBAFU.1A TS.AN W................. A WALKERS ..... ............ . ........ ..... .... ..... ................ ..... ..... D W)tUkfhffktR S.I.G. R. .. ............. . ............. ... .-.-.-.-.EASE M ENT. PER.AFN ........... . ..... ........ .. . ........ ..E/C ... YOU . . . . . . . . . . 1:: DRIVEWAY . . . . . . . . . . . . . . . . . . . ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................ ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . .. . . . . . . . . . . . . ... .... .... ........ ..... ... ....... DIR-ECTIONS SIGN .... ........ ..... ......... ... **** .............. I,. � -;.; ........ . . . . . . . . . . . . . . . . ... ......................... ........ ............................... Elc ........ ....... . C, . ......... ..... ....... GE ... MAPLE cjc-- ...... ...... ....... ..... p....... . ... -d I * ... — . . . ........ . .... ....... BUILDING FINISH FLOOR . ............... ...... ............ CENTER OF DC ...... N I DOUBLE PED. D(31 .... ....... ELEV=22.03' NAVD 88 .... C U U L G. - ...................... E QC] ' C-6'CLF LASLM ........... ...... . .. .... PX0*tA4Wf0AGW�M0! WITH. RI.G H 1�T TIES ... ........ ................ AFK[*20*0296.12-00062.2*.*.*.*-*- 6 CLF ANGLE POINT . .................................... .......... ..... ....... 6' C 4. 0.6, BEARS S84'11'E, 0.6' ................. FROM CALCULATED in zr .............. C� rn LOT CORNER .;A in ........ ... .. ............. 0 6' CLF '117 / ) - ......... , :.. UNKNOWN USE CD LEA OUT .... ....... ......... .. IM-21,96- ............ ........... ... .... ANGLE E PO I N 11'E� 0 6 6 ' CL F 06 BEARS S r84 FROM M CALCULATED LA ED LOT CO RNER 6 C L F NOT PART OF SURVEY (TAX PARCEL NO. 3340404150) ...... .. ... .... 7 ................... ....... 05 ........... 0 . ............ 4 00 ... .................... ti \ .............. .... ............... ... .... 6' CLFOD D 4. .... ........... ........... DEVDUQUSj ............ ............ A . �.EA�EM, �NT. �4. ..........• A 51 . . ............ • ...... ....... ...... ..... . ...... ....... .......... ............ ........ .......... ................. ........... ...... ........ NOT P;d ........ .............. . ............... ................. ....... ...... . ........................ .... ...... SU5Y �K 11 ............. ***** ...... I, ....... ....... ................................ (TAX PAR� � L. N. R,�. T� ............... .... .. ............. ............... 3�40A, A.............. ....................... ... 82 .............. ............... II ... ......... . . Y. CLF .......ems..... UTILITIES '--6'CLF 0 3' 09 EASEMENT TO THE CITY OF RENTON 31 .... PER AFN 20010906002177, CITY OF RENTON ORDINANCE 4914 . ......... (ENCOMPASSES WHOLE VACATED ALLEY) 6' CLF .'.'.'E/C o26'10"E ......... ........... . .......... 19.92, 6' CLF 119 Ch 6' CLF .... ......... PRIVATE INGRESS/EGRESS EASEMENT ..... V] ... ......... . ........ �FND 12 PERAK AND CAP STAMPED 'LS 19635 R FROM BEARS S B-24'33"E, [123' OM THE CALCULATED LOT CORNER VISITED 11/18/2024 ......... vv . UTILITIES EASEMENT TO THE CITY OF RENTON ........ ................. . . . . . . . . . . . . . . . . . . . .II PER AFN 20010906002177, CITY OF RENTON ORDINANCE 4914 EG c4N - (ENCOMPASSES WHOLE VACATED ALLEY) Erl - CAW 0 .Y-? 0. .. ..... ...... T ..... . . . . . . . . . . . . .. ......... .......... E C / C/G.. RA)V.:-< PSE.IELECTRICAL .... LF'. A EXISTING ........... BUILDING UTILITIES EASEMENT TO THE CITY OF RENTON ........ ...... F. ER AFN 20020207002539, CITY OF RENTON ORDINANCE 4942 LU ........ ....... :LF f (ENCOMPASSES WHOLE VACATED STREET) .............. ..... i ........ FF: 21.95 ............. .............. D Q.5 ...... ....... *.*.m ....... ... ........ ...... ATE< OPY *L` L 4. B L D G ATE F` A * A ........... BUILDING FINISH FLOOR AT AD D I T I O N CENTER OF PED. DOOR z LABELED "SPRINKLER ROOM" ............ . . . . . . . . C/ . .......... C/W . ..... ....... ...... ....... ....... ................ .... 8 ELEV=21.95' NAVD 8 Ic FF-2t95 \ SS SD .......... ......... PER EASEMENT AGREEMENT WITH RIGHTS AND RESPONSIBILITIES ......... .... AFN 20020612000622 ........ ..... ...... TO .......... .......... 60.1 F, F .......... B AY.. .......... .... ELE ....... ..... ........ .......... 09 ... ... 6' CLF .......... 0/0/00 /-6' CLF ANGLE POINT -X BEARS N53'23'W, 1.3 F� Cff ULATED LOT CORNER 8' CLF END BEARSrfq25'48'W, 1.0' FROM CALCULATED LOT R 8' CLF 6' CLF -4 08 8' CLF GATE 7N:MN8F0RM1ERS 0,8-� _0I 5 5. 1 BEARS S79-15W, 2.9' FROM THE 1_5 8' CLF 21 CRL&LDMWL(TRNER 1.4' SS 2!?- 8' F - do-L -301 1 1 y o \ REFER TO PSE PLANS M 00, FOR POWER RELOCAT11 N AND RECONNECTION 3; 0 0 _D L ---------- .......... . �cw ............. POWER VAULTS ................................. 1� REFER TO PSE PLANS — ID CIN I DLE LOCATION TO PSE PLANS 0 0 Know what's below. Call before you dig. SS \ 1 \ —'................. fflvSTEEL POST FOR AE�RIAL SUBARUGN 6'CLF n!!T�S86020' p p p �p . ............ p p I(PTL F 391.52' .. .... . . .. .. . ... .. .. . . .. .. ... __ . I. . . . _III�6' F 6' CLF M T. , 3V �WAS 16, �iel 3F WASfti* "IONAL 5/15/2026 T A C O M A S E A T T L E S P O K A N E TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB INTERSTATE 405 II PRIMARY PULL VAULT Uj 0 0 M o TOE 6' CLF 0 Q `-8'/6' CLF INTERSECTI( BEARS S26'55TV, 0.8' CALCULATED LOT COR 6' CLF STORMWATER DETENTION POND GRAPHIC SCALE 0 10 20 40 1" = 20 FEET UTILITY NOTES 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 VHORIZONTAL SEPARATION. 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. NEW POLE LOCATION REFER TO PSE PLANS 00 CY) (0 C) C) C) (0 C\j AM C) C) C) D _j R-438828 S-438807 W-438806 00 C0 lzt LU "STOP"—.,, W 12TH gT I — OHU nNU PSI U �j tr OH 20( — / \ Know what's below. Call before you dia. FENCE TRAI N I \ S I I I I I N I I I 1 I I I 1 1320 Alameda Ave, Suite B `Iature By Design Fircrest, WA 98466 Landscape Architecture 41T� 253-460-6067 NBD PROJ #: 25003LSE r IADDED 2.5% LS REQT CALCS I�. REVIS0N IElECOM111MICAWI EAM"T AF1I I —_ I I ► PER N 2007012MMn 4 ®1 ► 6' CLF PRIVATE INGRESS/EGRESS EASEMENT I I 1 PER EASEMENT GREEMENT WITH F1� AFN 200206120 0622 6' 4� o a an— U7 PER WN uNICAMM EASEMENT 5.1 ' 9.0' 7.5' 8.2i�, E 6' CLF II I _ �ASEMENT TO THE CITY OFIENNTTONN OI001 906002177, CITY OF ORDINANCE 491# (ENCOMPASSES WHOLE VACATED Al IF I Y) I 1 CLF �IIS I 1 PER EASEMENT (AGREEMENT WITH RICH S AND RESPONSIBILITIES 1 1 AFN 20020612000622 I 1 ► 1 I I 1 REMOVE 4 TREES I I \ 1 6' CLF ANGLE PONT, BEARS N53'23'W,CALCULATED LOT CORNER S' C ND BEARS N2548'W, 1.0' FROM OALOt1LATED LOT CORNER SURVEYED: DESIGNED: KLO KLO 4/6/26 KLO I CHECKED: KLO BY DATE APPR � APPROVED: 8'/6' CL IN BEARS S 6'5. CLF THE CAL LILA CORNER I I 6' CLF STORMWATER DETENTION POND 1 i J- -6' CLF SCALE: 1:30 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY PLANT LEGEND TREES SYMBOL QTY DESCRIPTION SIZE MATURE HT TREE CREDITS 1� 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 'gfl 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 ON SITE LANDSCAPING CALCULATIONS SITE AREA: 2.5% LS REQ'D PROVIDED: 1649 297 975 407 843 104 4,770 SF 91,368 SF 2,284.2 SF 4,770 SF LANDSCAPE PLAN GRAPHIC SCALE i0 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. 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 VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 CITY OF 0 ,R RENTON An,,,UM Planning/Building/Public Works Dept. 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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING AMorganroth msippo 06/05/2026 06/03/2026 DATE: WALKER SUBARU SERVICE CENTER PERMITSET FIELDBOOK: PAGE: AHBL JOB #2240819.10 DRAWING NO: LANDSCAPE PLAN L 1 SHEET: 40 66 R-438829 00 co 0 CD Q0 LN N 00 C0 M 1 1 LLI 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 an and all specified and unspecified but related incidental work to achieve the design indicated p Y p p 9 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 i 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. Know what's below. Call before you dia. CITY OF RENTON I PERMIT CENTER (D TREE RETENTION AND CREDIT WORKSHEET TREE RETENTION REQUIREMENTS A minimum retention of thirty percent (30%) of all significant trees (as defined in RMC 4-11-200) is required on site Please complete the form below to verify compliance with minimum tree retention requirements. Identify total number of trees 6-inch caliper or greater (or alder or 0 cottonwood trees 8-inch caliper or greater) on site: 16 Trees • Deductions - Certain trees are excluded from the retention calculation: 0 Trees that are high -risk, as defined in RMC 4-11-200: Trees 0 Trees within existing and proposed public right-of-way: Trees 0 Trees within wetlands, streams, very high landslide hazards, protected slopes, and associated buffers: Trees • Total remaining trees after deductions: 16 Trees • Required tree retention (30%): 4.8 Trees Required • Identify number of trees proposed for retention: Trees Proposed • Identify number of trees requested for replacement in lieu of retention (skip page 3 if no tree replacement is requested): 0 Trees TREE CREDIT REQUIREMENTS Tree credit requirements apply at a minimum rate of thirty (30) credits per net acre. Complete the form below to determine minimum tree credit requirements. • Gross area of property in square feet: 91368 Square Feet • Deductions: Certain areas are excluded from tree credit calculation: 0 Existing and proposed public right-of-way: Square Feet 0 Wetlands, streams, very high landslide hazards, protected slopes, and associated buffers: Square Feet • Total excluded area: 0 Square Feet • Net land area (after deductions) in square feet: 91368 Square Feet • Net land area (after deductions) in acres: 2.10 Acres • Required tree credits: 63 Tree Credits Required rentonwa.gov/permitcenter I planningcustomerservice@rentonwa.gov 1 425-430-7294 0 WHEN PLANTING ON STEEP SLOPE, MAINTAIN PLANT IN VERTICAL POSITION WITHIN PLANTING PIT. MAKE A RIM ON DOWNSLOPE SIDE OF 6" FROM:LAS\ PLANT PIT TO RETAIN WATER, OF BRANCHING ` I Y, J 3" MULCH--_ ENSURE PROPER SUBBASE EXISTS; CLEAR ALL CONCRETE AND OTHER DEB FROM PLANTERS PRIOR TO BACKFILLING _ AND PLANTING T NOTES: 1 12" 1. PLANTING BACKFILL: T 50% EXISTING SOIL, 50% 1/4 MINUS T 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. TREE RETENTION AND CREDIT WORKSHEET PROPOSED TREE CREDITS Please complete the table below to calculate the total tree credits proposed for your project. Identify the quantity of trees for each tree category, after deducting trees within excluded areas, as shown in the previous section. TREE SIZE TREE CREDITS TREE QUANTITY I TOTAL TREE CREDITS RETAINED TREES Preserved tree 6 - 9" caliper 4 1 4 Preserved tree 10 -12" caliper 5 4 20 Preserved tree 12 -15" caliper 6 3 18 Preserved tree 16 -18" caliper 7 1 7 Preserved tree 19 - 21" caliper 8 0 0 Preserved tree 22 - 24" caliper 9 0 0 Preserved tree 25 - 28" caliper 10 0 0 Preserved tree 29 - 32" caliper 11 0 0 Preserved tree 33 - 36" caliper 12 0 0 Preserved tree 37" caliper and greater 13 0 0 NEW TREES New small species tree (30' or less at maturity) 0.25 0 New medium species tree (30' to 50' at maturity) 1 0 New large species tree (50' or more at maturity) 2 7 14 TREE CREDITS PROPOSED: 63 10/6/2022 Page 1 of 3 rentonwa.gov/permitcenter 1 planningcustomerservice@rentonwa.gov 1 425-430-7294 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 "'�inlllll TO LANDSCAPE NOTES FOR DEPTH WHEN B&B REMOVE ALL III -III WIRE AND ROLL BURLAP OFF TOP OF ROOTBALL III ICIII�I� �11� ♦ SCARIFY SIDES OF PIT, 2 X BALL DIA. BACKFILL WITH SOIL MIXTURE INDICATED IN THE NOTES IN 9' LAYERS. WATER AND TAMP TO REMOVE AIR POCKETS DECIDUOUS TREE PLANTING & STAKING DETAIL MULCH TO DEPTH SPECIFIED IN NOTES 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. ` FORM CONTINUOUS RIM BACKFILL W/ BACKFILL MIXTURE AS �' I I INDICATED IN NOTE IN 9" LAYERS. -_ WATER AND TAMP TO REMOVE AIR POCKETS IT 1320 Alameda Ave, Suite B Nature By Design Fircrest, WA 98466 Landscape Architecture 253-460-6067 NBD PROJ #: 25003LSE No. No Scale mom 2 X BALL DIA. 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 _-III 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 ADDED 2.5% LS REQT CALCS REVISION SURVEYED: DESIGNED: KILO DRAWN: KILO K LO 4 6 2 6 K LO CHECKED: KILO BY DATE APPR APPROVED: r TEST HOLE FINISHED GRA[' MULCH LOOSE SOIL WITH VISIBLE DARK ORGANIC MATERIAL LOOSE OR FRACTURED SUBSOIL 10/6/2022 Page 2 of 3 NOTE: TEST HOLSE SHOULD BE ABOUT 1 FOOT DEEP (AFTER FIRST SCRAPING AWAY OF ANY MULCH) AND BE ABOUT 1 FOOT DEEP COMPOST AMENDED SOIL PER BMP T5.13 PAGE 3 N/A PER PAGE 1 TREE RETENTION AND CREDIT WORKSHEET TREE REPLACEMENT JUSTIFICATION Replacement may be authorized as an alternative to 30% retention provided the removal is the minimum necessary to accomplish the desired purpose and provided the proposal meets one of the following options: a. There are special circumstances related to the size, shape, topography, location, or surroundings of the subject property; or b. The strict application of the code would prevent reasonable use ofproperty; or pp p c. The strict application of the code would prevent compliance with minimum density requirements of the zone; or d. The project is a short plat with four (4) or fewer lots. Please attach a written justification demonstrating compliance with the requirements and criteria as descripted above. TREE REPLACEMENT QUANTITY Tree replacement quantity is determined based on the credit value of the trees proposed for removal. Larger, higher priority trees shall be used for calculation of tree replacement. Identify the quantity of each tree requested to be removed in lieu of 30% retention, based on tree size. List the identification number of each tree, as indicated in the arborist report. TREE SIZE TREE CREDITS TREE QUANTITY TREE INDENTIFICATION # TOTAL TREE CREDITS Tree 37" caliper+ 13 0 Tree 33 - 36" caliper 12 0 Tree 29 - 32" caliper 11 0 Tree 25 - 28" caliper 10 0 Tree 22 - 24" caliper 9 0 Tree 19 - 21" caliper 8 0 Tree 16 -18" caliper 7 0 Tree 12 -15" caliper 6 0 Tree 10 -12" caliper 5 0 Tree 6-9"caliper 4 0 REPLACEMENT CREDITS REQUIRED: 0 TREE REPLACEMENT PLANTING Identify the quantity of proposed new replacement trees (minimum size of 2-inch caliper). The total replacement credits proposed should be equal to or greater than the replacement credits required, as shown in the previous section. TREE SIZE TREE CREDITS TREE QUANTITY TOTAL TREE CREDITS New small species tree (30' or less at maturity) 0.25 0 New medium species tree (30' to 50' at maturity) 1 0 New large species tree (50' or more at maturity) 2 0 0 REPLACEMENT CREDITS PROPOSED: 0 rentonwa.sov/permitcenter I planningcustomerservice@rentonwa.gov 1 425-430-7294 30/6/2022 Page 3 of 3 PTH -H FOR FFIC AREAS 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 11NCH 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. SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 N.T.S. ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY D CITY OF 140 RENTON Planning/Building/Public Works Dept IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING AMorgnrotIL DEVELOPMENT ENGINEERING 'IL 06/03/ 026 mSi O 06/05/2026 ' 06/03/2026 pp WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 LANDSCAPE DETAILS & NOTES DATE: 4/8/2026 FIELDBOOK: PAGE: DRAWING NO: L2 SHEET: 41 6t OD Cfl O O O Q0 U T co O O O O LO N r.� 00 CD C'M i LU a Z J L, ........................ . — OH0 Know what's below. Call before you dia. 4LCULATED LOT I I v v JRNER y I I I INTON W' rnESEASEMENT TO THE CITY OFENTONIPLRAFN 2001 906002177, CITY OF ORDINANCE 491# (ENCOMPASSES WHOLE VACATED ALLEY) CLF II PRIVATE INGRESS/EGRESS EASEMENT PER EASEMENT IAGREEMENT WITH RIGHAND RESPONSIBILITI S AFN 20020612000622 6• CLF ANGLE PO NT BEARS N53'23'W, CALCULATED LOT CORNER t3 CL ND BEARS N25'48'W, 1.0' FROM fA4L&kATED LOT CORNER " 1 'y'" I1 0.4' y INTERSTATE iTATE 40�5 _ J ' I 405 CREATE 3' DIAMETER DRIP LINE RING AROUND EACH TREE, TYP. 041&h, 1320 Alameda Ave, Suite B Nature By Design Fircrest, WA 98466 Landscape Architecture 253-460-6067 NBD PROJ #: 25003LSE NO. ADDED 2.5% LS REQT CALCS REVISION Ste° SW 31H AO p jED SURVEYED: DESIGNED: KLO DRAWN: KLO KLO 6 26 KLO CHECKED: KLO BY DATE APPR APPROVED: 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 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 NOTE: THERE IS NO WORK PROPOSED NEAR EXISTING TREES TO BE RETAINED - NO ADDITIONAL TREE PROTECTION IS NECESSARY SCALE: 1:30 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY IRRIGATION PLAN N GRAPHIC SCALE 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 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) 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 CITY OF P"RI RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING } DEVELOPMENT ENGINEERING + AMorganroth msippo 06/05/2026 06/03/2026 WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 IRRIGATION PLAN DATE: 4/8/2026 PAGE: DRAWING NO: L3 SHEET: 42 6b R-438831 OO co Cfl O O CD CV WE T T O O T co O O O O N WI 00 C'7 O w i EllN m m O m Z m r 6� m \ n I0 r � T D ':•:•:•.�..:.:. m O O:: m AT MANHOLE ONCE NEW IUL-DING SELVICE IS -ONLINE -/ REMOVE EXISTING n n o m W 0DC'D�� n m m C M Ln � - roDw(nma� M�Ln m o r 0) O= W O T n r m Z O nT- T DEMOLITION PLAN 11 °yULO \ N o U H \ ° CCO'44. ' W •• LIO NU LO O r -11ci c SENECA AVE SW ST SW 12-gi ST STA: 15 1 \ \ � J O ® CA m r" % ONU O Z _ .�.;.;.; '.'.........'. m LO \ r oyU O ' D O = �z . N ILI- 3 PAVEMENT PATCH PER o:::::.. \� r z m .:.:.t:.:.:.............00 oy N U — -- �- CR1.6 ....;. ........ as ......... o '::::. .+............ Z CC STD DTL 110.1 �"""""' 3 3 ~ 't SENECA AVE SW STA: 109+66.41 = TYPE C1 CONCRET DRIVE W TYPE C1 CONCRETE DRIVEWAY, o c� CR1.5 ,:... CR1.5 0 = co SW 12 ST STA: 15+46.08 ::::: SEE SHEET CR1.3 FpR .............. SEE SHEET CR1.3 FOR nN c + a:...:':':':':':':':'::':':: :':. n............. rn 0 ........... '....r................ .... GRADING ENLARGEMENT O 106+00S. SS.'. 5...................................... ...........'. ......m.......\ .. 0../ W ..........................SS................. ..... ............... N.............. 1 r. .. 1.......1.0... SS SS ................ D �.................... — D 0...': -I- ............. m .......v.'.'.. a P'I : ' 15+4...Og .. . ................... ..... 1'08+QO a .m �......o...... . ............... ............... ............. ......................... .— .— ........... .3 ....... .a .. o n ..................... .. hl.N. ...... I ... m N.1 2..�.'...." ... 5b1, 2.�0. W. 278.35'.M........................�+Q.Q.....N ............................ rn. xa ..... c?.'.'.'.'.'.'.'.'.'.'.'.'.'.-'.....— �............. ................................................................ .. ............ .. .... 3 10 ..... .... �................... N. ............... � ......................... � . �,................. . ........... o. � m . o . _� a ... , ,; 11.0+0 .....'.'..'.............................................. 278.35'... ....... — '.' N 1...2.7 1 e� .S. N E CA AV fl m . ....... ...." ..... .. ......... Y' G.'. �. . (1).'. . ••••• �. .W O rri.'.' 0. — — — — — —.'. .T!T. Q.'.. D.'.. r W' / n N ' �. . .t. to y.m. "�. ........................... ... .. ... .... ..... — e-'t .... ... ... cv �. . �, T ' D" ............ .............. .......... I.. ..< ........... �y ......................... ....... ................... .... ... ........ .. ......... ... .... �� .... ............ �. 1 �... a . ------------ ` 1 cv 1 o — 1 nnom w — 2 !: r — 4.. 54 D r.. _ — 1 _ _ — O D� -� n �• m .-._ _- �;�:`�1 ... I n m T 1 m TJ T T 1.� • � � z �D rl C A Ocn rn 0� N n m m. 1� Y M �cn--CD t . W - �.a r m r 'Q m Z 7J' ,�w a m °.L7 '1 0 ro � O m I 1 m' 1 O 'D •� m 1 rn' G r! n �p ,n. Z n' m'. • r' D. n, m' Q' S' N +'4J Sal d D r - O n .N. rn- 0 � z ro L n' ri r.'. ...' a VC1 'i m rrr O ro. W _ 1 — 7: 1' . S a' I Z' D . z..... m \. r- d' D I� w' c9 1 JI 9 .tl 1 \ l.' m Z *' 1 g°. m ;. 11 O n 1 � 1 r F 1 z i 1 \ a .-n .ZZa..... n . F . ~ •��...�.. f• '�'• •• '.'i.'.'.'.'.'.'.. �. IMPROVEMENTS PLAN INSTALL DETECTABLE WARNING SURFACE ON EXISTING RAMPS 4 CR1.5 DEMOLITION NOTES FRONTAGE IMPROVEMENT NOTES 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. O �� pF WASgI���Ol Q Q�� TACOMA • SEATTLE �, SPOKANE • TRI-CITIES O•si�,S 10ISTERE ' 2215 North 30th Street, Suite 300 Tacoma, WA 98403 Know what's b@IOW. SNAL E� 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Call before you dig. 05/15/2026 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 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 GRAPHIC SCALE 0 10 20 40 1" = 20 FEET 4 G G G T T W W SS SS OHU OHU SD SD FRONTAGE IMPROVEMENT LEGEND 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 a c a d 9 e a , a d c ' O d 0 G G G T T W W SS SS OHU OHU SD SD 00 Cfl O O Cfl N u �, T T O C) N a D J R-438832 00 00 i w a_ = N 0— 0�� rI U?o Qw U O U z 10 O ry i rn T- oo U) O � � rn N � N � O N N 0 U) a U- GP „STOP N77° 27' 51 "E 546.08' PI: 15+46.08 ? U Pic INSTALL DETECTABLE 4 WARNING SURFACE ON CR1.5 EXISTING RAMPS DEMOLITION PLAN 21+00 4 —F '•LE V. AMNA 1 Ktk OH — mac''•'•• �... '. OHU �....... f:::::::::... l / ..: C/ \\ SEE SHEET CR1.4 FOR WATER MAIN IMPROVEMENTS J , .... /C : l xI Q. .. ... 13" A .. .. ....�..' .. / .. ,t. W/N CONCSTEP 6 CLF 6` 6` wDF UNKN0014X3„ 1X7"gLyp14X3^ l / ........ ... •. .•. •. •. •.•.•.•.•.•.•.•. •.. 1)^ \ OECIDUO N ANORAIL AT N ER ECIDUOUS wDF wDF \i DECIDUOUS ECIDUous /:'.7.......................�........ -. �l,.,. -....MAPLE S 237.36' _ S— :i v �_— ` ... ... — GP 'STOP,, — SX4° Prr l.. _ —'� — — — — — DECI R l S 5 G • ... , .s .. _. .. .. .. a :. T. .......cV — — — — — — _ — /..... —. — \ r — �. f. - W. .—..-....... - ——..-.._ . _ — ._ . — - J. ..... ........ ..... —.... --... -- .. _ �.............. i- / G .�......... .... ........................................ ..... ....... . .......... ......... ��rnn�mer�r�»rmnrnr�n�.rnr.eyay�»rmy�rymn arm �rnninrnyerr� �tn.mriry-------- -----� nr------------------------- 1.1.—.. .__. _. —--—..... P' / — • 1pg+ ...' W W W W 1N W W W W W W � ,,,:........:.:.:�..:.:.:.:.:.:.:.:.:.•.. :::... �... 66 41 ...:{ .... I 16+00 17+00 18+00 19+00 ... 20+0 .:........ / / (.......... 21 +00 N77° 27' 51"E . ... SW 12TH ST v tn....... ....... ........................I/. ..... r " �������� — — --I-- 1:................................. .............N77..27.44. E..................... — —� .... u .... — ti.... a ..... 546.08 / ....... - ......... ..................... I �. ©........... v..,L .............................TYPE C1 C NCR DRIVEWAY . :::: ::::::: :::..:............... .. fI�I... ten. �..— TYPE. 1..... N' RE'TE'DRIVEWAY. ................ 0 2. _..... C CO C3 ... .. ... .................... k ............................ EE HEFT R1 • .F . R .4 S S C 3 OT ................`............. ..... ............................ + ......SEE SHEE...C.R1,3. FpR.......... .......................... .. PI. 15 46.08 " + " �••••• ........ CR1.5.......................................................................................................................................... ....../............................... �.......................o......................... GRADING. L4R.GEMENT.. -:..... ..............................GRAD.ING. ENLARGEMENT ..... .......... _... ....................... ..... ../......................... . ....... . SENECA AV S..A...1.09.66.41........................�.................................................................................................................... ................ ....... z ...................... /.......... .... r.......... .. ui ........................................................................... R �.................. G ... /................... _ , ........ .......... .......... ... V 'WAY ............ ... ...... ....... . ..... �. ...... n \.... G.'. .'.' ..............'.'.'.'.'.'.'. r� G G .............. G_c� �. _ . .......... . ............. C..................G................ G.................G..................G............ G. ...... G... 1A.9' .... ....G.. ...............G.............. z, .................. ... ._ ._ . G G. r................................ /.... G/C, .............Cj . ........ DR /G i S SD.........:.. C vewnv. jF .. �]. ......... oarar'WAY ... .... ....... .. ....... SD ...... ............ ............................... .... .... .'........-.--......-.'.'... ... ................. ............ .......... oar wav ... . C ......... .... ...... ... .............. .............. ............. \i \ .............. �rj .... —— :.:.:.:.: .................. . .. E 2S0f. 0 �'Eo N`q1q il.NT. PrF. R/ 4: /. ,t}Wt OHU _.. , .. r ... r. .. . . < HU - R x � , a 1F`P ON 6O HI HT l� :. TT%� AF N row ' :©1iU .. CL A . T T -9T _ T T OH.U.. OH OHU — 8 0 c� .... .. ... x 9 5 G z„ 1 P p 1 , L16 x / 1 17. 4 1 z z <, u N 6 .. (- .2 ... .2 .. .. ... N ........... ............ .......... ........... ....... R M 3 0 M A M C P A W P 6 _ .'.'....... ��. ,,. ,, LE LE� ..., LE I D , CLFgN CF G CLF .................:�.. � ...........-.'.'.'.'.-.................................Gq.T ..'.'.'.-.... .. s GLE P ATE \... . a�......................... .................... E........ ... D.S R P. /!.....•.•.•.•.•............ ARSS o OINT I /.... ............ ..... ........................ /G. P F 84 CLF ............. RO 11E1..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'......'.'.'.'.'..'. 6/7 M CAL 0.6 / / ............................ .. CLF l l l -: - �/C ..... ........ . 1........ ,''.'K. ........E....'.'.'.'.'.'.'.'.'.'.'.'.'.... ....... LOT LAT F�.. ............ �/C Cp CO ED.................................................. 6`C BE .... /........... /C.................. L METER OUTSIDE OF '. ............ C............... 6 CLF RNER\........................................ ...... LF G� \ �....... .......................... .. .. ..l YJ / P............../c..c�'.'.'.'.'.'.'.'.'....... TYPE C1 CONCRETE DRIVEWAY, PER...TELEEO .•.•.•I•.. .... LOT R� SFIDEWALKAS NECESSARY /G......... .. ..� / / CR1.5 / ...................... / \\ f .. �G .. E/C.. AF ST..................................................UN ...8 . 6. N20p3p3n NtrgT1O.......'.'.'.'.'.'.t.-.•.7..�..... .. ER \ \ �\ ....................0009 R—+.a.X....... ........... ................. SEE SHEET CR1.3 FOR ...... .............. �..... z ..n�sE S .................... ... ....... ........... ............................................... WN. ....... ..................................................... .....5.......EMF,y ........................... / I 1 ................ .. .. ......... ........... ......... ........../.j.•..................................... �ECIDUOUS. ..................... ...... .... Ate.................. ...... T.................... ...... .. ...... ©......... ..... C�J GRADING ENLARGEMENT ........ .................................. D.<' I o l/ ...............'.................................... ...1 ...... R. �► .. . .:.:...ST.......... / ......................... D5 / l................................../..'.............'.'.'.'.'.'.'.'.'.'.....1..... l /6` C °�f................ l P ... ........................................................... y ...........I........ ............................................................. ........ LF /. '''''' / ........................................... / T Ak FRI...................'.'...'.'.'.'.'.'.'.'.'................ ........ I �';: . Q:.......:.. �U. J..'.'.'.'..' .. ......................'..'.'..............'.'.'.'.'.'.'...'.'.'.'.'.' AX p ....... �/A1 E. l ... ............ $TEE . .. .......I . TALL.DETE�TABLE... 4 / qR�E ORV / /, p . ....IN........'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. ....'... l l l l l :': / ,. r..... .......... +.. l..... E/. ...L P..ST.......... f/C .. L N p. 3 Ey ..'.'.'......'.'...f........... .. .......ER. FASE ...DRESS ..................................... I / ...... ........ . 34p4 AF Mb�.... CrR.FS U / .'/G..... ..... .. RIq{........ R .. WA ING SU FACE ON CR1.5 �................ oo .. ..'................... s...... / N 2� T q.. F / 415p NKNOWNUS ......... ......... ............ QZ FE ASE .. ........ � ...:':'::. 6' CL 2�.Qy� ... NT. IVT ....... ........ . .. .................... OUT �. .................... .. y EX[STING.RA..FPS.......................•.•.•f•.'........................ R _ q....15.�EN.T . �........................... (.. ..... ................. l l IM-21.96• L ...... ' .';l ............................................,''42........ WLTH. l.......... l l •.•.•.•.•.•.•.� . M� ........./ .......... l l O.'.�rr.... DRilrsa.• �' .......... RU.P. 9.N ..... ................. 6 C W .'.'.'.' ... t..... RINT .... // // .......... IS .....ARTS. .. LF ..... . qN.. M . / Y'.. // //........ /•. D.... a : . >_ E A S R ffAA D' vJ:... f .�, S I' TI E / .•r. O • E '•� 11 .. .•!•. :•� Nl;r { � 0.3n,�•_ R••a-e,;: �•' .:.. ' �;f•'•'•' Know what's below. Call before you IMPROVEMENTS PLAN DEMOLITION NOTES 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. �+ T T. kr OY WASg r _ f TACOMA SEATTLE �ros72 ��:/► SPOKANE TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 SIGNAL E� 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB dig. 05/15/2026 FRONTAGE IMPROVEMENT NOTES 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. Al GRAPHIC SCALE 0 10 20 40 1" = 20 FEET 00 O O N LJ �, T T 0 0 a J 28, N R-438833 GRAPHIC SCALE 0 5 10 20 1 1 1 1" = 10 FEET GRAPHIC SCALE 0 5 10 20 1 1 1 = = I I I 1" = 10 FEET 00 00 CY) It C) It r-) LU .... .Ur.._*. .. *.., ... . - . ..... .. ..: -.t.*....*.....*.....*.....*.....*.....*.....*.....*.....*.....*.....*.....*.....*.....*.....*.. ...*.. ...*.. ..*.. ..*. ... ..*. . *..* . **..*...*....*....*....*....*....*....*....*....*....*....*....*....*....*....*. ...*. ...*. -... .. �- NP- - ' �'__ - - z.:. .*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.* _aO - \ - - M C i . ..................... .................... � M . .. .... . '.. . . . - . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... * . * . * . * . * . * -1 \ .. .1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - .-......................................... . . . . - .. - * * * % * - . - . - . - . - . - . - . - . - . . ...... ..... . . . . . . . . . . . . . . . . . . ** , . . . . . ................ :.:.:.:.:.: (A......... .............. ....... � 11 . . .. . ......... :::::: ....................... - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ / .. . . . . . . . . ...................................... \ "I . . .��. . . j .. . ......... ......... . ....................... - .. .. . . ...................... .......................... .. C .. . .. . . ........................ ......................... � __ . .. ....................... .......................... . * .. . . ... . . ... .................. .............................. - * ** .. ...................................................... BEGIN VE ItAL CURB RB . ............................. ........................... I �. * '**** . * . * . * . * . * . * . * . * . * . * . * . * . * . * (p.. :. * . * . * . * . * . * . * . * . * . * . * . * . * . * . * . * . * ........................ '� ... ................................ BACK OF CUR 1�,�`rA*LLED�-' - - - - - '...................... . . ...................... **** ...................... %:-:_:_� . . . ....................... ::::::::� * *.' . * ......-... � ... I .................................... .. " ' -- ........ . MINIMUM . .0'.FROM:..-...-.-.-.-.-.-...................................................... . ... . . ***** ....... ........ .................. ................... ................................ . . . . ............................. . �- W-W.POLEI * : - .**.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*- ' *-*-*-*-*-*-*-*-*-*-* ................. ..\ .......... . . I ........................... . ............. STA:106+69. .5-�.24'LT* .: . . .................... ... r-INILJ V MM i lk�ML UMD .................... ................................................. r') . . W - *.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. - . - - - - r n . * I . ...... .. ...................... .. SACK OF CURB. INSTAL 0 ................. . . .............. .... ............ .. i...*. .. . :. . . .............. * ....................... .. . . * ..................... . MINIMUM• OF•2'0'FROM• N POLE.-.-.-.-.-.-.*.*.*.*.*.*.*.* ... .... .. ... ... ...... ** ........ ................................... •................................. I *: ... ... - ........ ***** ....... \. .............. ..... ................... .. 100 . 'RT -"""`*_*_ - - - - - - -.-.-.-.-.-.-............-.-.-.-.-..-.-.-.. .. ... .. .. .. . .. . .. ....................... $TA -�5Z56.;. 1.T93'. RT�. * * * * * * * .............. . ... - %. . ................... * .......... ............. ....... ........................... . .. ....... **** ................ ................................. . . . *' ....... .............. ............................................... * * * . .. * . ........ . �� ..... .. .................................. .............. . . . . :*..* �� �.:-:-:-- * - * - * - * - * - * - * - * - * - * - *****************************'**************************************************'''''''' .. - .: .. ............................................... **** ................ ******,..,********************.***************c . - . C .... . - .... ss.-.-.-.-.-.-......! ...... ss.-.-.-.-.-.-ss ......... -. - - - -.-.-.-.-ss:.-.-.-.-.-.ss ................. I : 0.* .,.* 1. . .. . - .ss ................ .... ... .......... .......... .......... ............. . .. - ..-. ... � �' _�' 7 * * .. .. - . ')' ....... ........ ....... .......... ...... ' .. �-_ 7'� ............................. ............ ............ \ ....:. - ... - . .J- . . . . - ." '*** * * ***************** * - - - �' T------�-*�.. ************************************ . . . G. .. . . ... - - (:: .. . ..... ...... ............... ............................ - . .. - ... .. . . . � ..... .. , . . . . ::::::::::::::::.......-.-. ............. ........................................... ****************** ******** . .. . . ... ........................................................ .... . . . . .. - .... - - ... - * **. * ...... ................ ... - , .. ... I . a .... .... ..... . . I . ........... . i ........ . ...... .. .. .. ' . . .... 1� ............. ...... 7:::: ...... ENECAAV SW 1 Od+50 ::. .. - � .. .. * I.. . .* ..:.. I .... . ............. 1 ' � -*-*-* * `* * * * * * * i . . - . . � . .. .... . P7+.O -.----------- E i .. .V: * - - �_. .. . . - 1. ................. ..... . ..... ... .. . .. ... _:.:__2.\ .............................................. ��.�.�.� . ............................................. .. - . . . .................... ................ ....... . ... : * . r, ............... ...... *STA'107-� 6� 17 9.6'RT * * * * * * * * ..: ... -*: . --- ___ I ....... I ..... � � � � � �! . . . . . . . . . _>_---�� ........ .................................. _. . .. . ........... .... ............. . I . * . ... .. x -106+ 2;85i 117�9VRIF 7+.O. .1.7 ........ . . . . . ... . ... .. . . .. .. . : .. . - *** * . . ... . ... . - .. . ..' - �\�X\\� STA 8 ' ...... * . * .. TC:20,11 .. * - * - * - * .... * . * . * . * . * ........... * . * . * . * . * . * . * . * . * . * . ********************* .. .. - .. .. \\ . TC20 42 '******** - - ---------- .................................................................. . .. . . . ^ ************* FL! 20.1 T-* * * * * * * * *.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.* -..*.* .. * *.:. - , :..: . r- . , * -, * *:* �'V\\"' -:_`%%%%%%%%"*_ * I .....-.............................................................................................................- . . .. . . . . ... . . ... . %. FL: 2014.�..'.%%%%%%'.*.* * .......... *** .. %. . *.. .... ..'. . .' . ............. .............................................................. .. .......... * **.***** ** * - * * ` .. .. *-'�* / .. ... . I ................. T.. ............................... - - =W ... =. -.-.- . . . . **. .................... **** M / .... . ...... M. ___.M ..... . ....... ............................ - . . .. .............. * .... ....... ................. ..................... . - . . . - . .............. ............... - ..... ........ / . .. . . .. ... . � . :* *' % -...............................- * ... .......... *ST 107-6 17�.W RT""' ................. .. .. . I I . . . . . .. . . . . ................................................ ... . A: ..1.2.. ' .................................... . . . * .'. . .. ..... .............. .......................... / . .. . . .. ... .:. . .. `.......0 ................................... .. . MATCH EXISTING ........................... f.. .. ... _. ��.. .'. ... . .... *%. ...... ;Q .. . . . . . . . . . . . . . . .......A .... :-:- ; ........................... - ... ..... ..,.Q . . . % :: \ * * * * * * !:� C-), %* ................. / ************* *** - I .* I --- ----- ----- . .......... TC,20,50....-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-*.-*..*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.j�-� *_*_*_*_`%% . - . : . I... . . . rG*. .*Jo..n.. % .. . .. - �0 ............ .... ..... ............. .................................. L) . ..... . ... . ... I . . ............... .... ... . ....... * . 6. .00 ��4 1 IR. V. A ...................... ..... .. . .. ............ _�� ��� L�i'�� FL: 20L0 .-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-....... ............ ............................................. ...... _< ***** ........ ........ ........................ . . . . ...... FG: 10..55 * *r. .. 4 .... 7�4� . .... (99- . . . . . . . . . ............. .. __`�. - I * ** - ... . 11- - P4; ............ J_ 01 % �>� 1.000yo. - '�<o " ' ', � .909 0) ---- � � I- 4 C� p. - - I- -- ---- -C2-- ��: 0.44 . 0 1. 70 / FG: 20.61) -FG:*. 1) --\ /--\ � I .. 75.2b'* " . . .' _�. 11.'-� . *.. . . .. .11 • . I . . .4 .. . I . .. . . . Y. ` I . .•'�' * . • . . , , ...q\.......:: :... ..j .'. . . . .. : � . ri .. . . .. . . .. % . . * * '... . . . . .. .. U r- .. . . , . . .. . zx .. .n. .-.*.:...-. . le" * '. - ... ... .: : .:.....- ..f G_ .211.71. .. . . . . .: * . . . . * . . . . . . . . . .. . . . . . ... . : . . ..... .. ... .. . . .. . . . . .. . EE � . . . . . . .... .'% .:*. . .. . * * ... . . . ... ' . .. . .... .. .*.. .. .. I - . - - . . .. .. - .. - . ..:.- - -V . - : *. ** *. -I . . .. .. 1. . . 32% .4 . .1 . . . . . t, 1.32 ' 1 4 L, : . . . . � . . . . . . - d 4 . � . E' - E4 _isajqt_5F7 - . ..4 . . . \ .. .. 4 .i I . . . .. ___Al� � � HO F,Gf"2.01c�5 - . - 21. s...*'��......._�"��' �-.... .. - '�.'"_; - _� - , . , .'� '- .';�P'Y:.�..- - - i@ - f . . . . 0 H $.12%�,-- 'O" U - , � - : - '� --. .--� 'V, . . ... � .. .!.�:: �' .� �L : 7 .1 .. � �.. . .... � ..' . � . . 4 . - ��j 4' 00 E� �4 A.� I - :.4�'�:.' 4.9 ':' . . ..�t� f . - 4 . - - -"k.-"'.. 8. * 8 /,.: �. ... . . .. .. .1 .14 016� - . - T T% - ' !d T. 4. ' - Ij � - - T --------- , � T I .. ... . - T - T . '�. 'q ' . . . . 4 FG: 21.55 e . . . . . . 4 ' *1 . . . . � . . * �' I - � - - - - � - �-F(',- ?i nR) . . . 4 . . - .' 11/.44 ... � / 14" ... I............ .Q� ......... ................. ........... .....................• ........ ........ ............ .. ....... � MA ............. . . MAP ..........................*.*.*.*.*.*.,...... - f _*_*_*_*_*.*.'.* . ........ __*_0 \ .. / .... * ..P .�f." ....... . . .. .... ......... ....�7���::�� ' * - ... .. .. .._____ - - - - ___ . . . - p - p . G. .60..-.-.-.-. *-*-FG, 21679 p .F .2� : ..I-.--.*.--.*.--.*-.***** I..***-%%%%%*-* 1. �_ ....................................................................*.*.*.*.*.*.*. ....................... . /. ......................................................................... . i .................................................................................................. .... ......... ..................................., ' .............................................., . . .......,;�.............................................- . . .�. - .,.e ......................... _*_*_*_*_*_*_'.'.'.%%%%* . . ................. . . � . . . .... * ..... ........•- .:e .............. .... / * ........................................ %%%%%%�Z.�'..< .... ......... .. ..................... . .. ......................-�/'.c ...................................... .................. ...................... ... ..............1 ................................................ ............... . ............................... ........................................................ ................................................. .......................................................... ..... ****** ... * ...... * ............. ****** .............................. ********* ... ***************************** ............. ................................................. * . * . * . * . * ............................. - �:::::::.. ................................................................ ....... * *.*.*.* ........ *.*.*.*.*...........................* ................ / .............. ****** * ................... ...................... � / ' .'.'.'.'.'.%% .............................................. ....................................................... ......................................... .......................................................... ................................................ ..... .......% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............... .... . . . . . . . . . . ....8.. \ .............. 6., *-*-'-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-'-*-,. ......... .............................................................................U.'VK..N ... I � ..... ................................. ..... / .................................. OF %V(V . *.*.*.*.* ... *.* .............................. E. C " '**'**************************''** ................................................. . 166 ......... ...................................... ..... ��Us ... ... ........................... ........... .................................. ... ................................................... .................................. ... ...................................................... ........... .................................. .................................................... .................................. *** ...................................................... ........... .................................. ... / ... ....................................................... . . ........... . - . -) *** ....... . .... ..................................................... ... ... ........ / ........................... � T. kr �. 0 It. 13y WA,,? 1*,;� C:� . ... 02 .. 0 - 0 "I I = .. ___ J 7x� � L _�"� - 1_4____ 0 IST , Know what's below. IONAL Call before you dig. 05/15/2026 . '- - -�'e ..;..•I - ; .. � 11- . .. - I %:. . - - ".I ..... .6.14% ":!.'-�--"� :!.:� -::.---*-.. _ . , ......- - 0. !-' - z . , �9 4 ".,::--.*-; ... � .'. - , -1. . ...... '(fj.t.....-.;.' . .".. . 8, �.5 ". - --..I,- : k J�..:•/ .." 7 � .; - - - ....4. 1 '. . . .. - : �'�: -.'-�-:�.:. . � v . ' ' ' ... .&I ... .. " 0 4:.. .. - ... . ...�'i - ... . . ., . . . �.r .. _'..'..,.... V_- G-20 5. ..9. . . .. ._�. -u -.. ._. NI.,�'2,. V* n.HO* ,. . : n46 . ... ... , I . .. _. -.- . . . . . . . . ' * *. * ... . . ../ ..... .. '. ... . . . . . I '. . * :.. . - :'-� .* - . . . .. . ..:.* * . .. 71 � ----�' *1 * '. -** � .' - - . % . - . . . . . . . ".- 7. ., . . '. . . . . .. . . .. . ... * '2-M,92 111_� ..,' . ... . ... ... .� . - - - . . . . . - - .. ___ . ... . .. . . . r� . . - - - . . n. . .. - . - . .. . - . - .. . - .. . * . \� F(: :i=�§ .. . . . *1 .. . . .. ... . ... :. .. ... W . §. I .. . . . . . GRAPHIC SCALE 0 5 10 20 1 1 1 1" = 10 FEET 0 S' STA:108+84.49, 17.98'RT TC:20.12 FL: 20.12 ....................... . ..................................... . . .............................................. ....... ..... ............................................. . . .......................................................... ............ .... ... .... ..... ....... ................... .................. ......... .... .................. ......... ................ ENECA "E SW. .. ................. 1.08+50.................... 1*1 * .. * * * *'.* ....... *,*.*.*.* ......... ........................... S01*23 10 W 278.35..M') .............................. ..................................... � ....... ..�... - - ,.........................:�:�:�:�:�:�:�:!:�:�:�:�:!:! . . . . . . . . .V.V............ �TA4108+78-49 ......................... ..... . , ................ ................. MATC.H: EXISTING ''-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'- .......................... ....... . � ................................................................ ........... , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............... . . . . . . . . . . . . . . . . . .... . '.'. - TQ20 62 - '-'-V.�.'. - �-............... ................................. **** ............................. ...... ... **** ................................................ '•' . .............. , . . . . . . . . . * - * -:-: FL:20 ' 12.. .. .......................... ........ ........ .... .... ' '* ' * ' * * * * ' * * * ' * * ' * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * \.62 ******** ********* **"_`_ , 12 `�o -'..... ..... - -.-.- - ... - W*.* ..... * .......... -W.-.--- -.-- ._.*_..*._.*._W**** ....... ... .... * ... * .... ... ........ ... ......... *** ****** **** ****** .......................................................... ....... . .. ......... ................................................ .. ........ ............... ................................................. ......... .............. ................................................. ............... .............. ............................................... &� ................ .... ............. ................................... ****** ......... .--.. ................................... ............... . . , ....•.�..*....-.:-:-:-:-:-*-*-*-*-*-*.*.*.*.*.*.*.*.*.*.*.*-*- - _V_'_'-'-'-'-'-'-'-V_ * n******* *********** 11 - . . . ........ ..... ��•....... .... . .�_- ... .Jc�.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*-*-*-* ..... ............ *.*.*.*.*.* * * * * * . . .:.............. - - - - - - - - - - ................M................ .................. . G).*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.'-* * * -0 ''''' ...... ... .. ....................... ...... .......................... ............. ........ .. .............................. & .................... * . ......... ... .. ................... ................-.... .......... ....... .... .. . .... . .... ..'�.� . . ... .. . . . . . . . . . . . . . ................... *: .... � � :,.-.-.- -�:::-:: * * * * * * * * * * * * * * * .:. .. . * * .. .. .. . : : -P.:. . � _:� . . . . .... . .. .. . ....... _... ----_ -r- I 0 = /yt/ C O ----__ 0/10 Wo � 0 ,I----- __� No r_ 03 /.. .* ..... .\ ...... .. ............ ...... J ........ ........ ................ ..... ......... .............. ........ ........... .. ... ..... 0 ...... ...... *.*.*.* .... .... ............. ' - . . . .6\�p-*-*-*-*-*-*-*-*-*-*-*.*.*.*.*.*.*.*.*.*.* ..... ... ................... _V .................. *** ........................... . ....... SENECAAVE-S STA-109+66.41- ......................................... ................... t . ....... 1�� .................... ***** W ...... I .................... .................................................................................. ....................... ............... -.-.-. .......... ....................... ... .................. ................... STA:109+09 77 18,04'RT ... .................................... SW. 1 2TH. ST ST& 15+46.:08. ...... ... .................. : ... ? ......................... .... ....................... * .. ............................,............ ............................................. ............... T 120:09 .. ....... ......... ................. .... : .. �. 777 :- . . . ...C.... . ............................................ .... ........... ............... ...................................... """`* .. ........ ...... 77.-:-.'7-.--.t-.-_-.•- ****-* **************************** **** ****** ***************** - ........... .......................... .... ************************** .... ... .... . FL: 20 O.q ......................................................................... ....... .................................. .... ................................................... * * * ................................................................... . ....... ........................................ ........................ ............................ ... . � � ............................... ............................... ........... ................................................................. .... ..................... ... '', ............................ ........................ . . ....... ...... ... 1.0 0 ................. ... ............................................................ 1.10+00 9+ ****' ........................... I ................................................. %%%%, ......... ...................... ��_4 _7�� ..... * ................................. ..................................... �i ....... .� I ... .............. . . [ � ... ............................................. i .................................. ............... ......... � � ........... .............. - ..... * * .. ................................................. ****************** 1 7 ******************************************** . . . . . . . . .'.V..... ....... * .............. STA-109+17.77 1798Ki -.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-...-.,..-.-...........................*.*.*.*................ I . ... . . . . . . . . . . . . . .............................................................................................. . . . . . . .*.*.*.Cp............................................................................................................ ............................ ................. I ................................................ ... I ... I ................ ........... . . S � - ........... . . . . . . ..* * __4 .... * ........ *. MATCH EXI.S.TING......-..*.'.'.'.'.'.'- M. - - - ............. ..................................................%. .. **** .... .. 4. ';� ........... �i.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.*.* .................. *>* ........... ... * * ............ !P;..�.;_ -I' � ...... .... *................................................... ...... * * ****** ........'� � . ... � .................. ....... .... - - - - - - - - - -..-..-..-..-..- I ..................... :.:.:.:.:.:.:.:N,.:(,n:.T:.:.. . . . ......... . ................. ... . . * * .................. � \ ******************************* ............ ....... . . TC 20.60 . . . . . ..... * .................. < ........ .. � ....... I I * * ............................. .............b� ..*.* ........ ..... , . . . . ...... . . . . . . . . . - - ..................................... .... ....... I . .. ... I I.. ....... !�.............. .*.*.*.*.* l......*.*.*.*.*.*.*.*.:.:.:.:.:.B:.;�:M.:.....:.*.*......... ... * ... \.....::: . � � ...... � ...... ................. .................................................. ff`... ;U ......... .... ............ .. 0 ��....... W: .......... ........ .. ............. ....... * ..... ... *.L7%* .... ....... 7=*.n*.,w.....Ll.�-.=.-,�:.-.i.i.�w....L--,- .. - .... W ..... --- ... - ...... L'4 I .................................................. ............................... ..... ..... I .*7L:L. ... . *** . . .. _. ..... ....... .................. .... ... .... .... I ...... ..... ................ ..... ...... . ...... .... ........ t. ... * * * * .\.**.-.-.-.-.-.-....................- .E ...--. ................................................... . ..... ..... .. .................... 00 M r-) ...... ...................... * * - - ....... ............ .... .................. ...................... ....... � ......... ' * .............................. ....... . ... ..... ............ -. .................... .1 .... . ........ ..... ..... EG: 20 24 ..... O.M. .v:.'.'.'.'.'.'.r..*.* ........ ......... j::::::::.: * ................. * ............... ...... :::::::::: ......................................................O ;a ��D .................. ............ ........ ..... 11 ........ .. � ......... x '** - * - I - * .VV* * * - * - * - * - * * - * - * - * `t-.-= .. .................. ............. . ... ... 1. ... I ...... ........%%*.* .......... ..... ....... ::::�:::::::::::::jf 0. * * * * * * * * * * * * * * * * * * * * * * * * * * * * *.*.*.*.*.*::::::::::::::::!.:::::::::. ::: � �, \::::: - ................ - .... . ................. ... . . ........'Q ........... . . I . . .................... * ...... :R - - ..... L.: - _.� .............. ............. . . . ... ...... �- Z:F��9:::::::::::A:::: *-*-*-*-*-*-*-*-*-*-*-*-*-*-*-*-* ........... % ` ... Ili-Joi . ..... . .- .%�:7*.*. .�-.,-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.- ... 7 ..'� ..... ....... I '�� . M ... ...... ...... .. . ..... . .... **** ******************** . . . . . . .... ........................ .. .... .... �:]:�..::�:�:�:�:� .:.:::: .::::: `;` �6 6.4 rv***** 5 51' :-:::\:::::::::::::::::)'::::-*-*'*'*'*'*'*'*'*'*'*'*'*-*-*-*-* . . . . . . . . . . . . . . - . �- . _�' * * . ...... , � . . \ .-.-. - -___ .... . ........................ . -:.. ]*'** * . .......! ........ , .................. T-A �:::�:.-.-.-....-.-. - - ........................ ... . : �::......: :! I � , . ............ ... ............................................... . . . ...... :: �::: 2� ::::-:-,::::::�:\::::::::::::::::::::::::.*.*.*.*.*.*.*.*.* -*-*- -:-::. '�-A: � '' ' -:.: ***** .�. ./ -_ .-............................................- ;;; ... .......... . . - -:-::: * , 7� . . 7.. . :::.,. -1: ...... ....... I I .... : :1:.:.:.:.:.:-:. ..... . .N.............. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... . . . . . . . . . . . ........ . ........ ... I . ** ******* - ' . .41, ;:.1. - :1 ;; A � . ... ...... (� .......... -:-** .............. . V..............j. . .........-.......................-......-.........- - ........ - �EG:(;0.7.4:-:-:::: ................... 11%, ******** --- ..7r1p.Al 0 . ' 91?'.1 �_ ':... ;I . .. .'. ... .. ............... . . . . . . . . . . . . :. : . : . I ... ... : : : : � .... ....... ...... �_. - .. 0 fD.Al . . e ................................. ::::j: �:::*: :::::::::: � .... I � ........ . ' ' � � . . . . . ....... . ........................... ....... . � I , -.0C, � I ..... ..... EG:��20�,PZ*-:-::::� .... . A � � �, �. ��....... -1 \ ..... :-:-:-:-:_��__._0.4 , . . . . .. .... i.'� ... � � . . - y. : . . . - � :-:-* * * * * * * . � �::::::: � � � .yam_. - - - - �' ----.-.-:l � � .... $ - . . . . . . . ..... :A � . ... � .. - ...... ��%.. %. ; . i - ... ... ..�... . 4 �.: .. .. ..... .......... .. , . ...................... ..... 11 .. . .... '* * . � . . � . - ' * - � - - - - ... : ' , .... \ � � �. . . . .. \ ... "* .. .. : - , V... v . .? . 4 . I - # .1 Q i � ....... . . ....... � ....... I � . ...... ... \. .*.*.*.* ... I .. EG:•: � ..�: '.7. ** .. �, ... . .0\ I'- . . .% .. a . ....... . .. �'�'� � �� I - - ...... .� .: ..' .A.. . .: .�.. .:: P.. Ox ' ' ' ' ��6 5 � v . - . I q . , �. t' �' 1 � .. � �'.. - : .% . 5�6 � � ....... . I :* - - H. . . .. . I . '._�� :' I ;: .................. . . ..... . N , - �'.. :�..' -1 1. .' .............. ' �� ��:.. i:��__ .. � 11 . ....... % ... ...... . . . . . . . (51 ... ......... �. ��'-"-.� -,--- ri;'� :� ... .. � ............. . .. :..' I .. - :: . .. � �.. ..... I - , . - , -:: .-- - � ....... I I �_... � ..: ...... 4-V-V-V-V-V-V-*-%* , - �FG. 21.02 EA-:2Z:t7.44 -/ /N'� � �... .. 0 EG: 20.48 .::.�.:;�.� � � � \ . , �: �'_ :'�K '�' �L�� ___... ... .D ... , L..�.� ..................... ... . .. . - - . �* -, ....... 11 � .... �.. . I -1 I __ * . . .... :. '0 -_ _17o ......................... --- __ .--.----.--\- .. . L .� I t.. �6 � ��.. _r--�.--- -'� �. -:.:.r..-.., -:- D. . . n_ __� q�7/ j . .. . . � - ___ � ��� . �, \� � ----- ....... :*� %, �s �.- eo T - . .1, � ........ �: �..S& .. . ........ ..... 0 4� '.' . ... ___�V...� .... ...... .... � .... 11 ' .... ............. ......... -0 L_%P. Irl. I U ,. �... 7 E-&--20F.48 ..... -�� � � � � �, \:-�.:.::.:.:.:.:.:\.*.*.*.*:::: *.*.*.*.* ........ ..... . _ ... *.*.*.*. FG: 21.59 - .... i ; I .� I'll, � .... ...... ......... � ....... I I ..�... ...... .11 ... I ............. ................ .............. . ::::::::::::::� ........ � ...... p v i -!T I .... G) ..-.-.-.-.-.-.-.- - - - - - - - - - .*.*.'- - . .... 'I V ********* \ 0 . . - ; ....... \ .... ������������������:.*.*.*.*.*..*.*.*.*.*.,-* ..-'****** .............. -� p K A 1/1 ... . ..: .... 5j86*******.***'*'.'. � .......1 . ..... ......... -n ... :,.* ....... *. . - 4 ..: . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . ................. \ -A . , .*.' � .... ................. , ........................ . __ -/ 4.02' . I .................. � ........ . � � ��� � � � ���::::: ................ 17).. .. ..... . ...... �)'.'1'.'.'.'.'.'. � ....... .. .�� ...... . ..................... N) %%%%. . ........*.*.*.*.*.*.*'.\'.'.'.'.'.'.'.' � ��� ............\ .......... -f- = - ...... � , . ........ . . . . .. . . . . . . . . M , � '�\' . ***** *******� ���\��� � � � . .......... V� .;�V. . �.;, ............ .... . ....... ....... . ............... . ............. .................... ..... . . � .... .. ....... � ......... ...................... . :.......... . ::::::::: * �G: 2 9 � � .* ......... :........... .... I .. ... . ....................... ............... ... .... . . ...... .... p . : � T9 . a 0LiM..*.'.*.* ........ � . . .. .. ...... .................... .:: .....,.,.*.*.*.......................... ... __ . .. .................... ..... �.�.\ ... .��' � ... I � 0............... ......... ..... ...................... ... ..... :-:-. - . .. ............... ***** . ...... ................ .. ........... !.� ........ V.* .... �ft. . . . . .. . . .................... � .... . .. � .. .... ..\ ........ ..'....: \ .. Al IV GRAPHIC SCALE 0 5 10 20 1 1 1 1" = 10 FEET " . . ... . . . . 1. .. . '. . .�... �'.- 1.1i'i_�_ !. .- . I . .1 I . . .4 .: -, . .. 7 *' , **�' -". ,...I.:; :-4. %; . ... . �:.. ... , , - . . . . . -, ::!.. -- - ' '** - *41 I ... -:� . . ** - : -.. --. -.: :* * : *. . * !* � % '� ..-. .' . -,** - . .-*I * . .* ... .. . . :. ... . ; : '. : * * * . * , : .� , I , . . . .. "7_� .. � ... .z . ;.. � , ��. :.*. . ..... . .. .. . _;. , . I � . ! . , I . - O'CLFANGLE BEARSS81 POIN .'. I'L T 'E 6' FROA4 I C / / Lo7- CALCIj 'O.6' CORNER LA7LcD S / / / T A C O M A - S E A T T L E S P O K A N E - TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB BE -" IINGLE ARS N8 FRoA4 CAL _9. POINTSO'.6 E D 0' Lo7- CORN CtJLA7i I CLF ER 00 M (D C-) C-) (D N AM Lid N rr n R-438834 PAVEMENT PATCH AND FULL LANE OVERLAY PER COR STD DTL 110.1 00 00 00 00 C'7 CY) ~ C) N LU o: �06 ON �I U? o Qw U O U z 10 O � i rn 00 U) O � � rn N � N CD 0 It N N 0 cA a U_ REMOVE EX 10" GATE VALVE AND 10"X6" REDUCER. INSTALL 10" BLIND FLANGE ON EXISTING CROSS (EAST SIDE) N 1 ° 27' 14"E °stop, 300.84' 11 P I : 15+46.08 -\ P�' log N77° 27' 51"E664� 546.08' - 30 28 26 24 22 20 18 16 14 0 W EXISTING WATER MAIN, SEE COR RECORD DRAWING W-306804 EXISTING WATER MAIN, SEE COR RECRD nRA\A/IN(, \A/- Ql7n7 )vv i •' J�., . . . . . . . . . . . . . . . . . . . . . . BLOCK.. '�•�.�,'•'•�•.�•.�,'•'• •.�,'•�'•�.�•' 21 +00 R TRH �STN ..:.'.'• ..'.. ; tit.'. SF OHU T. OHU STA: 15+ 30.46 CUT IN T EE TO EX 10" WATER X 12" STORM . MAIBOT PIPE:18.51 _ =ORCES TOP WATER: 16.17 STA: 18+29.74 EX GAR LINE BY CITY STA: 19+57.66 (1) 10" T E (FL) •1-1 'x6" TEE (FLXFL) 'EX " STORM BOt PI r E: 19.31 1- 45° 12" BEND (MJ) " TER EX GAS LINE BOT PIPE: €GAS r 1-6" GA 1-CONC. VALVE (FLxMJ) BOT PIPE: 19.33 Tr)P XA/,ITF=R- 17 79 TA: 19+62.09 (1) 10" SLEEVE (MJ) THRUST BLOCK TOP WATER: 17.58 (1) 10" GATE VALVE (FL x M) TOP WATER: 16.14 BOT PIPE: 18 31 R CONNECT HYDRANT TO NEW TEE. - 45° 12" BEND(MJ) TOP WATER: 16.36 (1) 10" x MJ) EX POWER CONDUIT EX POWER ONDUIT EXISTING GRADE - - 2" REDUCER (FL T ROAD CENTERL NE . BOT PIPE: 18.26 BOT P PE:. 18.35 1 12" STORM POWER CONDUIT - - - - TOP WATER,• 16.10 - - - - - - - - - T TOP WAI ER: 16.77 - - - - - - - - - - - - - - - - - - - - _ _ - - - 15 LF 12" DI CL52 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WA I ER MAIN (FTBUCT- STA: 19+77.08 EX 273 WATER MAIN 128 LF 12" DI CL52 4. 5' BCT PIPE:17.01 (PUBLIC) CONNECT TOE STING 12" TEE TOP WATER: 15.5 WATER MAIN (PUBLIC) CONTRACTOR TO COORDINATE WITH CITY OF RENTON FOR REMOVAL OF EXIST NG O O 92, 11 CAP/PLUG AND OTHER ASSOCIAT D FITTINGS. 5 SEE COR STD PLAN 300.4 FOR- CONNECTION - 6 LF 2" DI CL52 DETAIL EXISTING GRADE ELEVATION AT ROAD CENTERLINE WAT R MAIN (PUBLIC) N N LO cD r- 00 00 00 00 r` LO cD r- r` r Cn n N N N N N N N N N N N N N N N N N N N N N W CD CD C CD CD CD CD CD 0 0 0 0 0 0 0 0 0 0 0 0 0 W W W W W W W W W W W W W W W W W W W W W 15+50 DEFLECT WATER PIPE 2.5° STA: 15+76.52 MANUFACTURERS RECOMENDATION: 5° MAXIMUM DEFLECTION ALLOWED: 2.5° KEYNOTES 16+00 16+50 DEFLECT WATER PIPE 2.0° STA: 15+84.52 MANUFACTURERS RECOMENDATION: 5° MAXIMUM DEFLECTION ALLOWED: 2.5° 0POWER/COMM LINE CROSSING, CONTRACTOR TO POTHOLE AND VERIFY DEPTH PRIOR TO CONSTRUCTION. O2 STORM CROSSING, CONTRACTOR TO POTHOLE AND VERIFY DEPTH PRIOR TO CONSTRUCTION. 3O GAS LINE CROSSING, CONTRACTOR TO POTHOLE AND VERIFY DEPTH PRIOR TO CONSTRUCTION. O4 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 0 v 0 Know what's below. Call before you dig. �VO��+ T. WASgIF�xrj pg < ��y72 �ECISTv, sjorr�� 5/15/2026 17+00 17+50 18+00 18+50 SW 12TH ST PROFILE SCALE; H:1" = 20', V:1" = 4' T A C O M A S E A T T L E S P O K A N E T R I- C I T I E S 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB WATER UTILITY NOTE 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. 19+00 19+50 20+00 DEFLECT WATER PIPE 0.7° STA: 19+48.67 MANUFACTURERS RECOMENDATION: 5° MAXIMUM DEFLECTION ALLOWED: 2.5° N GRAPHIC SCALE 0 10 20 40 1" = 20 FEET 20+50 30 28 26 24 22 20 18 16 14 21+00 00 C) O N u �, T T C) C) N a D J W-438807 R-438835 c c� 0) O� �w aw U O >� UZ 10 o0� C-4 rn T- oo U) 0 N W CN CD N O d� Z FWSED EDGE DETNL 5 ' I}EYVAlK EKTE;NU SJCLEWALK 19WSVUtSE ROu a:era va• 111M R ( I JW- *+ S7 •Y :• M) r-DGyr- 9 + - SIDED ALK DT"LSSFIE LTYPICAL UNDER AL OUT M 9Fofvi+Lx SLOPES WITH RAISED EDGE Irx QKjq MeP.] SEE 871) PLAN 101 r.5k,' S ' • - T •. ■ � i .-. -• TLC r+ Y f OR DOE 44 PEDESTRiAN R_atuw- { Z - X SIDEWALK JACENT TO CURB 1 17' T 7 MIN R0U 17�F+G (!NxA 4�►r' 1 � t n &ARF UEA - 8CE GJD1:1i'ALk COHTRACT PLC )a• 4N) !R (I YP ) FI LL54 y I YERTXAL WALL SEE i 0AIL tea. QN1 PRJ*!uCM.0 G XANT FILLER AWACENT T4D CLIMB AND RAILING OR WALL FOR MOE BYJIrFFJ� STRIP TREAT7.1�NT SilDEl'YALK T n--crmr MFE NOTE $01 51DEWALK IM+r1 R aiEt: I IpN$ %W FOR CURB. DETAMS ADJACEN°S• TO CONE $rL STD PLAN #pi (STEEP FILL SLOPESi --VV&Lt OR RARn" itr r,q � Mam ED "NT KILLER 310 EWALK AOJACE NT TO WALL UE Atlr 1V (!N; FREVOLDE0.01N7 FI EA TYPrCAL WHERE AR' UC,A8LE - FOR CIFRB OETALS SEE STD PLAN 101 ,ZMCFI NC. RDAD4YAW CRUSAEO ROCK" "USHM SOEPACNM13 TOP COURSE (C$M CMPAC T T-D 2�% MLyj-vIEQ al;Ov rpm tUNL SS FLEQl111FLUiEhrr WAWDBY MGIKEER) TYPbCAL Ll l ALL Cam, GUTTER A : IOfrlYALK CSTC UNDER rAiRs4L OLrtT *4aE4r TNXMESSOR MATCFI MSrWG RGAMVAY CAL BMD RC= , WHNr NEVER 1.5 GRE+ATM VW. FM ALLCU1:Cp 6CAT TER1 TOP OF£ONCREM SURFACE FQR GUR3 o- rA1L5 SEE STD PLAN ,i) r ' %I "I FOR CURE CETAM r. y S,6bi In LON. SEE STp PLAN 11)1 *4+ :. T-ExDr FciMowSH OR MkTCK EXISTIN G Fld6HEb ,AbE spM1 SEL4W TOP OF LQN�TE TRC*EIEDPE�T heC�r€uR FtN CECR PLANTING -F51PM' L0V- A]OENT �a KW CURB TO SUFFER STWIP 4` (ctt rv+IeeLrrrfr�skrotwa,t ti 1_4' ro 1,4- NOTES I 1, FDur 100t: 1 !hD i9W walk yvid,11 shag be tho minimum podesif C##FnA,t~T�{3►� Jvr r r S r r r IN!5aEWAL1%ONLY xncmm covers, Ancllaon IOxe3, ]PULL-o[RrH LXPANSION JM4T Ina i MI I • Cabie'Vault, PuA Saxon and alhirf {$, _fs CURB AND BID M- ALXCUE S`'ci}PLAN 1111_T1 0ppurf rE.32sw3IdllIII UHJW&Aam mast 6e fiu3h wth surfam, a nd iTkalch rode oft" sldawa rk. 2. AAcnolglhIL Carnerlt Conerrte Curb and 5IdeWZAk it not perm It ed in new conseruction. when repigefrgRR wrk neoes3ltaTes a Monoilthic Cerierit Cantretq� CU16 bu11W PCF VVSDOT S;andand Plan F-30.10-1}3. 3, caftia cis Ea he 4.0m PSI, 1C C CTI ON ,JCINT .JUINT AND FINISH DETAIL r d, + Pi�MQLOE JOINT FhLfR E FULL -DEPTH EXPANSION JDrnrr PUBLIC WORKS CEMENT CONCRETE �"'��. FyA�+i — 10 EPARTbfEN'Ti' SIDEWALKr - 21 at Ij ... r For other referenced COTES see STD PLAN 14.2. Paved surfaces rT7usl Cpm* with STD PLAN 102.1 as appWrzWe, CEMENT CONCRETE SIDEWALK 0 a� Ij B RA B�I A MP DETECTABLE WARNING PATTERN AREA SHALL BE YELLOW, IN COMPLIANCE WITH WSDOT STANDARD SPEC. 8-14.3(3) O �B MIN I MAX OO A 1 5/8" 2 3/8" co 1 [NCATE NOT TO SCALE Know what's below. Call before you dig. B 5/8 1 1/2 C 7/1 6" 3/4" D 7/8" 11 7/1 6" D DOMES T A C O M A S E A T T L E S P O K A N E T R I- C I T I E S 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB n W k 1 Yr.i `EXISMNG ASPHALT PAVEMENT SAWCUT (SEE NOTE ) FZTTRIAI STRFFT MINIM 7" HMA (or ACP Claw B) (SEE DOTE 1), OVER 6" CRUSHED ROCIC 3 RESIDENT?AL STREET MrR11,+11LIM 4" HMA (or ACP Ctoss B) (SE-E NOTE 1). OVER d" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER . SAWCUT SHALL BE QOSITIDNED 1' -- I)'• 2EYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT "THE GUTTER FACE_ SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS, �I I _ t + + PUBLIC WORKS DEPARTMENT CURB AND GUTTER REPLACEMENT DETAIL. CURB AND GUTTER REPLACEMENT NEW CURB & GUTTER � SfD. PLAN - 108 APPROYgD: CEUM CQMCFIIa`M 1--EWALA 1, When a driv way w+ft exo*W& 15 foW, o i vi a full dop i- ax elan JolntwRtl 3!8' jolrlt11M r r dF y iana linen (600 std. plan 1104. cohmct expa W ypintc p"lai whh tht iorlter'ilno es MquIfed el 15, rnWxkMUM M)M*V VOW *tVOWNY wldtho exioced V. 2. Ste W . plan 102 Fr;alr rld c doWlls. 3. Curb and U-jUer shovm, o hw Jib 4$:gI tnaY be spod Ma+d. Sea std. pton 101 }elf curb Won5. 4 Not used 5. The eraglnner w111 dlmlgn 1vl driveways to IWtWe ele• tlar s at4 points merged with "mW "X'. All a1 team we at the bm* of curb top on upbL side. � N�rC lJrae�d For Drive ay YY&ft we U RNrE1 AY STANDARDS (Bee NOTE 10). The expemon jokft (see s4 plan IM shall he spaced as Shcwn In the Cart bponWng Ieonwillic +law. S. Slopot rl•Iel11 oamply with oeo5ms F 12.1 or Ft.303.2.2 or F=22 of the Rcriscd Urfl Chtdotinsa t~or Awmible Nb1:c R*u-array of -Novo=1hcir 23, ?X5 {R' OWAD). S_ Curb mt rme br any Type CrMIAX Drhrsrray rrlay bn approved on a owmknNe bash. 10. STMET STANDARM a lRsntora MuNclpaI Low PWQ TWe IV Dnekvmern RIB 4ors CHAM R 6 SMEET +!.flip kFi Uff STAN DAFCMS DFtrVEWAY STAN DAWS z Itenton Iuwnlc4ml Cblft JRMLJ 7We IV DevelopmeM Rqp4afimn CHAPTER 4 UTY'V6IDr, PROPEWN DEVnDPMIENT STANDARDS 5edlon 4-4 = PARKING, WADING AND ORNTWA10 fLEGULATIW IAA PiT C,0%ICRF'!F. CUM 6 QUITTER (SEE NorE 31 r �.Ci Gi are rWIFFIFLIM tz Mta € tA& Coft77M,MC7,-a1r It1`d FLAI#'� � Wr N ', x Ur W71Tf. r.WV ,"YIU01MXTWD1h^ IFS a014171111 MAw ee f%LL Ca"I'l aEPHL-ssL-1 f4iiwoLrm CIS& our TER DuAx FACE OF AEUA 'F_NT CURB SMACE I ■ � • i P } - - DEPIt6,iR1311 DE7NL AT RE,&VENT1AL 09 COWA15RCM [W1YIEWAYS, A]' O II]. M Ddvaway Emrnplo; TYPE C10 lit R--g00kWtW CACbWMrC*I I -.A LihM O ieQ E�-6611W f%f t n Sapp) 1rr 17ENG $odor (0�i0n* PUBUC IYORKS CEMENT CONCRETE DIU IET E F-PARTMEN7 ENTRANCES - NOTES AND DIETAIL S CEMENT CONCRETE DRIVEWAY ENTRANCE NOTES AND DETAILS o — 1 . 00 (0 C) W N A u H H Lk L J J PM H L�J N R-438836 O� �w C1 aw U O > UZ 10 o0� C-4 rn T- oo U) O N 04 CD N O d (03 Wz J 0 WrrEWOWN-"SoPFLKR-Wfi1 R'r€JSEE �Y}TE A'IgL O&t NOTI- �M {�E MOTEIrI $a LF cr r�1YW � n"WAVIo-Quvow 4�R Ids# h�+N Foa1 LJE F o SEE Note 4 _, -- s�� Ii AIp YMffM 1�+k IY cam 6 C96iT1" ararErrw►,7 MET hil rE 24 if1'��FlI�AL7Liq}I�p.li f><'IP� Ism Mo. KM 1ma PI„ N Al ift (rYK C] SHMM, cI L M L CJAh)- SMIJtiRi mg+r"11EiEN0TEsnyp) L •- - ! • • T' may. ! - - • � • � _ {/�y� au K SI:CTIr7r� ` (SEEM. PL&W leap r {Id I'MC,F.}FifH4'[ i.31UPI, MAX UriIn?a -` �d4IYE 4{i�Y MI FVE sjwt mupt no f} 3ERATU aFffLFk A% VW fU3ATA E t IW T+E 9LOF 1+ �IaEiw+U h WIotH 14• UK .SEE WtALCHSIMPI-Am in4a SEC11ON fret VL0N1:ki % CURB 4L GUT11114 WM. M.AN M421 T PE G3 - ISOL*FrPIIC VF-W For Nf }1€ S coo ;}'.I]_ PLAN f ox_� N SM. PLAN— 104 PUBLIC WORMS CEMENT CONCRETE DRIVEWAY PRO D: AR DEPAR'1~ EN'X' ENTRANCE - TYPES C1, C 3! and -MAX CEMENT CONCRETE DRIVEWAY ENTRANCE U0 0 a a� � Know what's below. Call before you dia. T A C O M A S E A T T L E S P O K A N E T R I- C I T I E S 2215 North 30th Street, Suite 300 Tacoma, WA 98403 1 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB NO. 7 4 IN N-IE EVENT TRANSVERSE PATCHES EAFST WT0-IIN 7HE AFFECTED STREET, THE LERCTI-I OF THE PATCH SHALL UE EXTENDED TO INCLUDE ANY EXISTIND PATCH WITmN IC FEET Or THE EDGE OF THE PATCH REOUIR€0 FOR THE NEW CROSSING AND ANY, SUBSEQUENT PATCH EDGE MTP4114 10 FEET OF THE EDGE. Or THE SECOND PATCH AND ON UP TO A TOTAL OF 300 FEET. I 1 VARIES 1� 1' MIN MIN MIN "IN l�l il-T r IRAF'FIC FLOW i 2" HMA 2- TO e' HMA 2' 5AWU T AND REMOVE OR PLANE, SEAL VATH AR-400OW [EACH SIDE) 2" HWAw ---/ SAWCUT AFTER BACKFILL (EACH SIDE) I• II �I i — 2� DEPTH OF PLANING -OR SAWCUT AND Rp4OW VARIES: 6.5' Mm. � ! 4 1 1 V�IRIES 1 1 MIN � I�IW r I � MIN I MIN MOTH OF 'TRENCH AS REQUIRED BY SIZE OF PROPOSED IMPROVEMENT (SCE WSDOT S7AAIDARD S?ECIFICATION 2-09 4) PLUS AN ALL{ W04NCE FOR ANY SHORING SHORANG, IF NEEDED, SMALL VEET 1HE REQUIREMENTS OF ASOOT STANDARD SPECkPICATiON 7-08.3('i)6 TRENCH 'INOTH 7F GUTiER OFF DF PAVEMENT 'ENTER LINE OR .ANE- LINE tJEPTH OF EXISTING PAVEMENT i 2' - 6" LAN HMA ( SEE NOTE 2) e- CRUSHED SURFACING TOR COURSE (CSTC) (9-03-W3)) PER V9500T STANDARD spEcincAT1oks, COMRAC U TO 95S MDL}IFIED PROCTOR. CSTC, eANK RUN GRAVEL FOR TRENCH BACKIFrLL (9-03.19). GRAVEL BORROW (9-03.14�1)) PER W500T STANDARD SPEVFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT. COMPACTED TO 9594 MOEWIEID PROCTOR_ PIPE ZONE GEDDIN.G. MATENAL- SEE 51A1NDARp PLAN 110.1. FOR N OTE 5, SEE S TANDAN D PLAN I I PUBLIC WORKS TYPICAL TRANSVERSE ERSE PATCH FOR PIM — 110 • 0EPAW l NT FLEXIBLE PAVEMENT OR RIGID PA EMEHT WITH OVERLAY TRANSVERSE PATCH FOR FLEXIBLE PAVING REVISION SURVEYED: DESIGNED: Q1- DRAWN: QF CHECKED: Cl/r Jf� BY DATE APPR APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM VARIES: 4.5' MIN, LANE LINE MARKING T-- SAWCU T AFTER BACKF ILL DEPTH OF EXISTING PAVEMENT " - 6 " b"9 IVf A - (SEE NOTE ) 1. EDGE OF PAVEMENT. EDGE OF CURB & GLITTER, OR MIN. MIN. CENTER OF LANE MAIRKING �- 2µ HMA (SEE NOTE ) 6" CRUSHED SURFACING TOP COURSE (OSTO) (9-03.9�3)) PER VgSDOT STANDARD 2" SAWCUI AND REMOVE SPEOIF ATICNS, OOMPAGTEO TO 95 OR PLANE, SLAL NTH MODIFIED PROCTOR Aft- 400OW C TC, DANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19). GRAVEL BORROW (9-03.14(1)) PER W500T STANDARD SPECIFICATIONS OR DATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO WkDTH OF TRENCH AS REOOIIi~ED BY SIZE OF 95 MODIFIED PR TOR, PROPOSED IMPROVEMENT (SEE WSDOT . STANDARD SPECIFICATION 2-09_4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION A ALLOWANCE FOR ANY SHORING_ SHORING, IF REQUIRED 13Y THE MOT STANDARD SPECIFICATIONS NEEDED, SHALL FEET THE REOWREMENTS OF FOR THE TYPE -OF IMPROVEMENT INSTALLED. EXCEPT: WSPOT STANDARD SPECIFICATION 7-08.3(1)B ' FOR STORM AND WATER PIPE, PER TD PLAN 220.0 * FOR SANITARY SEWER, PER ETD PLAN 405 TRENCH AD TH } FOR JOINT U nLITY TRENCH. SAND WITH 95 PASSING A #4 SIEVE AND LESS THAN 5 PASSING A # 00 SIEVE MOTES: 1_ WHEN EXISTING RAVEmENT- IN A LANE REOUIRING A FULL VADTH REPLACEMENT IS BROKEN OR DETERIORATED TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING, PAVEMENT IN THAT LANE, AND FOR THAT DISTANCE SC CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING 7FIE DEPTH USEO IN THE EKIST'ING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER 15 GREATER - PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL. AND THICKNESS SHALL BE HMA CL �" PG 64-22 AND MATCH EXIS71N TKICKNESS AND IN NO CASE LESS THAN 6". 1 RESIDENTIAL ACCESS 13TR€ETS - HMA CL 4" PC 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTM,' PAVEMENT ECTk AND IN NO CASE LESS THAN 4". � 4 WHEN THE "SAWCO T AFTER BACK FILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OIL SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB GUTTER SHALL EE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANEO OP REMOVED AND gVERLAID WITH HMA. 4. 1F TRENCH UNDERMINES EXISTING' SIDEWALK AND/OYR CURBS, THEN THE SIDEWALK AND/OIL CURB SHALE BE REPLACED FROM EXPANSION JOINT TO EXP&NSION JOINT. IF TRENCHING THROUGH EXISTING DRIVEWAY OR DDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL UE REPLACED TO MEET ADA STANDARDS. TYPICAL LONGITUDINAL PATCH . FUN — 1101 0 PUBLIC WORKS FOR FLEXIBLE PSI EMENT OR hjp \ i-:l1 DEPARTME 7 NIGID ac PAVEMENT 1�FITN OVERLAY 1- I TYPICAL LONGITUDINAL PATCH FOR FLEXIBLE PAVEMENT • • CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS EDEVELO:PIMENT ENGINEERING' o 06/05/2026 - WALKER SUBARU SERVICE CENTER PERMIT SET AHBL JOB #2240819.10 CITY OF RENTON FRONTAGE IMPROVEMENT DETAILS DATE: 5/13/2026 FIELDBOOK: PAGE: DRAWING NO: CR1.6 SHEET: 48 OF: 55 00 co O 0 Q0 N AM u H H H H H N R-438837 00 00 co 0 w L� I \ 0 EXISTING PSE TRANSFORMER TO BE REMOVED EXISTING PSE POWER POLE WITH OVERHEAD LINES TO REMAIN Know what's be I ow. Call before you dig. NEW PSE VAULT MOUNTED TRANSFORMER TO SERVE `NEW 1200A, 480V, 3PH �Q ELEqTRICAL SERVICE - N ELECTRICAL SITE PLAN SCALE: 111=20I-01F JA CROSS ENGINEERS, INC Iq 923 MLK Jr. Way Phone. (253) 759.0118 0 Tacoma, WA 98405 Job Number: 25-233 infoocrossengineeers. com EXISTING PSE POWER POLE WITH OVERHEAD 1 IAlre%'rf% nr-IAA1A1 EXISTING PSE POWER POLE WITH OVERHEAD LINES TO REMAIN co co N Am u r co 0 Q C) N LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER LAMPS WATTS 00 00 co 0 W L� EXISTING PSE POWER POLE WITH OVERHEAD LINES TO REMAIN NEW PSE VAULT MOUNT TRANSFORMER TO SER NEW 1200A, 480V, 3PH ELECTRICAL SERVICE N ELECTRICAL SITE LIGHTING PLAN SCALE: 1 "=20'-0" Ad "p CROSS ENGINEERS, INC 923 MLK Jr. Way Phone. (253) 759.0118 Know what's be I ow. Tacoma, WA 9"05 Job Number: 25-233 Call before you dig. info@crossengineers. corn E1 LITHONIA LED DSXW1-LED-P5-40K-80CR1-BLC4 MVOLT-SRM-PIR-DDBXD OR EQUAL E2 LITHONIA LED DSXW1-LED-P6-40K-80CR1-BLC4 MVOLT-SRM-PIR-DDBXD OR EQUAL P1 LITHONIA LED DSX1-LED-P2-40K-80CR1-BLC3-MVOLT- SPA-PIR-BL50-DDBXD (SINGLE HEAD) OR EQUAL P2 LITHONIA LED DSX1-LED-P2-40K-80CR1-T4M-MVOLT- SPA-PIR-BL50-DDBXD (DUAL HEAD) OR EQUAL :1 will 6� MINIMUM 3" CONCRETE COVER, TYPICAL �1 24"0 37 136 PROVIDE TWO (2) STAINLESS STEEL BIRD SPIKE STRIPS ON LIGHT FIXTURE AND ARM 'HT FIXTURE. TYPE P1 OR P2 E STEEL POLE PAINTED -1 LIGHT FIXTURE .:►■.R V2 PROVIDE GROUND LUG AND FUSES SACK FINISH TYPICAL. FINISHED GRADE OR CURB EIGHT #4 BARS EVENLY SPACED MINIMUM 314" PVC SCHEDULE 40 #4 HOOPS T-0" CENTERS A LIGHT POLE AND CONCRETE BASE E12 NOT TO SCALE 00 co CD CD CD N ME u r cf) CD CD CD a 6 N R-438839 PHOTOMETRIC LIGHTING SUMMARY: co co C'7 O 0 LU Know what's below. Ca I I before you dig. N SITE LIGHTING PHOTOMETRIC PLAN SCALE: 1 "=20A" CROSS ENGINEERS, INC 923 MLK Jr. Way Phone: (253) 759-0118 Tacoma, WA 98405 Job Number: 25-233 i nfo@crossengineers.corn FRONT PARKING LOT AVERAGE FOOTCANDLES = 2.4 FC MAXIMUM FOOTCANDLES = 6.2 FC MINIMUM FOOTCANDLES = 0.4 FC AVG.:MIN. = 6.0:1 BACK PARKING LOT AVERAGE FOOTCANDLES = 1.9 FC MAXIMUM FOOTCANDLES = 3.5 FC MINIMUM FOOTCANDLES = 0.5 FC AVG.-MIN. = 3.8:1 DRIVELANE AROUND NEW BUILDING EXPANSION AVERAGE FOOTCANDLES = 2.9 FC MAXIMUM FOOTCANDLES = 8.1 FC MINIMUM FOOTCANDLES = 0.5 FC AVG.:MIN. = 5.8:1 00 co C4 O O O C0 N ^T 1 O O N a J r Cr] Q CD CD t11 rr n W M 0 W L� Know what's below. Call before you dig. PANEL PANEL 2P1A 2P1 400A 400A EXISTING 800A, PANEL TO BE RECONNECTED TO NEW (E)PNL ELECTRICAL SERVICE WITH MDP 600 AMPS. 800A 600A, 208V, 3PH, FUSED --Z DISCONNECT WITH 600A E FUSES GRD = REMOTE METER ON EXTERIOR OF BUILDING PER PSE STANDARDS PUGET SOUND ENERGY (PSE) VAULT MOUNTED 22,s33 TRANSFORMER 225KVA T1 0 a co 150KVA n GRD -- w co c2 ll 1 JCD CD N PANEL PANEL PANEL 2EVPB 4P1 4M1 200A 200A 400A 75 KVA T3 =GR❑ CD 0 C) r 0 O N T GRD = 1200A, 480/277V, 3PH, 4W, 65,000 AIC SWITCHBOARD "SEDB" (4)4"C-(4)#500 KCM AL EACH AN CROSS ENGINEERS, INC Iq 923 MLK Jr. Way Phone. (253) 759.0118 0 Tacoma, WA 98405 Job Number: 25-233 infoocro68engineers. com POWER RISER DIAGRAM NO SCALE CD CD CD S w U IL W I m 1 d a ELECTRICAL NOTES: PROVIDE ARC REDUCTION SWITCH. STUB FOR FUTURE PV SYSTEM ON ROOF M O O N Am u r CY3 0 Q 0 6 CV Ir CL R-438841