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Home My WebLink AboutM_Overhead to Underground Utility Line Conversion Modification Request_Walker'sSubaru_250404_V1.pdf Civil Engineers Structural Engineers Landscape Architects Community Planners Land Surveyors Neighbors TACOMA 2215 North 30th Street Suite 300 Tacoma, WA 98403-3350 253.383.2422 TEL www.ahbl.com March 25, 2025 City of Renton 1055 South Grady Way Renton, WA 98055-3232 Project: Walker’s Renton Subaru, AHBL No. 2240819.10 Subject: Overhead to Underground Conversion Modification Request To Whom It May Concern: I am the Civil Engineer for this project, located at 505 and 519 SW 12th Street, Renton, WA 98059, on Tax Parcels 3340404148 and H3340404265. We respectfully request approval of this modification to grant an exemption, as noted in Renton Municipal Code (RMC) 4-6-090.D.1, to allow a portion of the site’s existing overhead facilities to remain above ground due to diminished public benefit and prohibitively high costs. Background Our project proposes to perform undergrounding work to overhead utilities on the south side of the subject property (South Lines) only, while leaving the overhead power and communications of SW 12th Street and Seneca Avenue (12th/Seneca Lines) as-is. The South Lines can be undergrounded entirely, which will provide the greatest public benefit due to visibility along Highway 405. On the other hand, the 12th/Seneca Lines (and poles) must remain partially intact due to engineering restrictions and high transmission lines. The frontages of SW 12th Street and Seneca Avenue meet the current City of Renton standard and would otherwise remain largely unaffected by our work. On these frontages, there is negligible benefit achieved by undergrounding a small portion of overhead lines and eliminating a marginal number of poles when compared to the high cost of construction and the impacts to neighboring properties. RMC 4-6-090 C. Applicability 2. Existing overhead power and utility facilities abutting a development or redevelopment site triggering street frontage improvements under RMC 4-6-060 shall be required to be relocated underground, pursuant to the standards of this Section. RMC 4-6-090 D. Exemptions 1.a. Overhead power and utility facilities adjacent to a redevelopment site where a street modification under RMC 4-9-250D is granted to keep the existing overhead power and/or utility facilities above ground. 1.i. Installations where the Administrator determines: ii. The cost of undergrounding such a facility outweighs the general welfare consideration implicit in underground installation. City of Renton March 25, 2025 2240819.10 Page 2 of 3 Work Summary Below is a summary of the impacts associated with the City’s underground request. Refer to Exhibit A for limits of the overhead to underground conversion impacts based on our initial coordination efforts with Puget Sound Energy (PSE). 1. The existing overhead power along SW 12th Street supports high transmission power lines and cannot be underground. Removing the low voltage lines under the high transmission power lines will require setting additional infrastructure on neighboring private properties to maintain or restore service. We are swapping a few overhead lines for different infrastructure, and many overhead poles and lines must remain; therefore, it will not provide a noticeable benefit to the surrounding businesses or community. 2. Work that is required at the major ground vault at the corner of SW 12th Street and Seneca Avenue will require two or three major outages that affect 45+ service connections for businesses in this area. 3. Work on SW 12th Street and Seneca Avenue will require long-term disruption to at least seven businesses directly adjacent to the road and utility work. 4. The underground conversion work triggers relocating services and adding transformers and/or utility poles to adjacent businesses. New easements and occupancy of their property is required to establish these new underground services. Requiring the subject property owner to obtain offsite utility easements and take neighbors usable property is not a legal requirement that the City can make. 5. Based on our preliminary and feasibility efforts, which have expended over $30,000 in preliminary engineering with PSE, we have determined that a net benefit of two utility poles will be removed for a direct total cost of nearly $2 million and 18 months of planning/engineering/permitting, along with real tangible impacts to the local business district and impacts to our environment with unnecessary removal and replacement of functioning infrastructure. Modification Request Justification Justification No. 1 – Undergrounding 12th/Seneca Lines destroys mature frontages in compliance with City standards that are not proposed to be improved in any other manner. We have reviewed RMC 4-6-060 to determine if this project requires frontage improvements. This section of code specifies minimum design standards, including pavement widths, travel lanes, curbs, sidewalks, planter strips, and street lighting. In our pre-application notes (PRE24-00382), SW 12th Street and Seneca Avenue SW are noted as being within the Auto Mall Improvement Plan. The pre-application notes clarify that the existing curb and sidewalk may remain, provided they comply with the minimum sections above and meet current City and ADA standards. In general, the existing frontage of Seneca Avenue SW and SW 12th Street are following City standards for the Auto Mall improvement plan; therefore, frontage improvements are not technically triggered. Refer to attached Exhibit B showing existing curb, planter, and mature street trees along the project frontage. Because the existing frontages are built to City standards, we believe we are substantially compliant with the City’s policies and the project does not warrant removal of existing frontage improvements, including mature street trees, to accommodate the existing overhead power and communications utilities underground. We believe this will create an undue burden on this development by creating unneeded environmental impacts related to the removal of mature street trees, degrading the quality of the existing mature streetscape, and increasing disruption to Subaru and neighboring businesses. City of Renton March 25, 2025 2240819.10 Page 3 of 3 Justification No. 2 – The cost of the undergrounding work is not only high, but it is so high that it will likely make the project impractical and may require relocation of the Walker Subaru Service Center to an alternative site outside of the City of Renton. Refer to attached Exhibit C summarizing costs. The existing overhead power along Seneca Avenue SW supports power that runs along connecting streets and alleys. Because these offsite lines are not within our frontages, the poles, guy wires, and anchors must remain. Nowhere in the code does it state a property should be responsible for providing frontage improvements beyond their frontage. Requiring undergrounding beyond our frontage does not meet proportionality requirements, and it is not feasible to limit undergrounding to our frontage due to the location of existing utility poles and neighboring services. Justification No. 3 – Undergrounding 12th/Seneca Lines provides little benefit to surrounding properties and/or the general public. The existing overhead power and utility facilities serve several neighboring businesses. Based on our coordination with PSE, these adjacent businesses will be directly impacted by this request to underground our frontage utilities. The addition of more utility poles and infrastructure on adjoining businesses’ properties will offset any benefit of removing the limited overhead lines. After careful review with PSE and the contractor, we do not believe it is practical to implement the provisions of this Title. Many overhead lines and cables will remain to support offsite power infrastructure, and many new poles will be set on adjoining properties or public right-of-way to offset the removal of a few overhead lines. The cost of this work will be substantial, and I do not believe any businesses in this corridor with see a benefit. We believe the frontages that currently exist are safe, functional, and maintainable. Adding more infrastructure not only adds costs during construction, but increases costs for future maintenance and increases the likelihood for conflicts with future business operations. Undergrounding utilities will provide more impact to adjoining businesses during and after construction than leaving the overhead utilities in place. Please grant this modification request because the frontages are substantially in conformance with City standards for paving, curbs, sidewalks, street trees, and lighting. Removing established frontages and mature street trees to underground these utilities will have an immediate negative impact on our environment. Thank you for considering and reviewing my request. If you have any questions, please call me at (253) 383-2422. Sincerely, Scott T. Kaul, PE, LEED AP Associate Principal STK/lsk Q:\2024\2240819\WORDPROC\Letters\20250325 Ltr (Subaru Mod Req) 2240819.10.docx Renton, WA March 25, 2025 Task Onsite ROM $ 97,397 $ 33,116 $ 52,086 $ 4,559 Subtotal 187,158$ Sales Tax - 10.3%19,277$ PSE Rough Order of Magnitude 500,000$ Nightwork Add - (5-8 Shutdowns) $40,000 per shutdown per PSE conversations 80,000$ Communication/Low Volt Xfinity Allowance - Assumes 25% of PSE costs. No Engineering available - Zayo Allowance - Assumes 25% of PSE costs. No Engineering available - Sales Tax - 10.3%59,740$ High Low Estimate Total Costs 1,015,411$ 676,941$ 846,176$ Task Offsite ROM (Seneca & 12th St) 169,141$ 66,375$ $ 292,067 $ 41,033 Subtotal 568,616$ Sales Tax - 10.3%58,567$ PSE Rough Order of Magnitude 512,000$ Nightwork Add - (5-8 Shutdowns) $40,000 per shutdown per PSE conversations 200,000$ Communication/Low Volt Xfinity Allowance - Assumes 25% of PSE costs. No Engineering available 250,000$ Zayo Allowance - Assumes 25% of PSE costs. No Engineering available 250,000$ Sales Tax - 10.3%124,836$ High Low Estimate Total Costs 2,356,823$ 1,571,215$ 1,964,019$ Detail Infastructure Conduit/Vault Placement, Equipment Restoration Concrete, Asphalt, Landscape, Fencing, Striping, Meter Repair Detail PSE Preliminary ROM Civil, Survey, Landscape, Record Drawings, Management Walkers Subaru - PSE Rough Order of Magnitude A&E Services HHJ Inc. is pleased to submit a Rough Order of Magnitude (ROM) budget for the undergrounding of Puget Sound Energy (PSE) electrical wire and associated communications work. The pricing below is broken down between on-site and off-site work as described in documents previous. The pricing is based upon preliminary drawings by PSE dated 2/28/25 and are subject to change. This is not a bid and should be used for planning purposes only, with a 20% +/- applied. Demo Demoltion, Trenching, Digging, Bedding, Survey, Lighting Infastructure Conduit/Vault Placement, Equipment Demoltion, Trenching, Digging, Bedding, Survey, Lighting ROM Budget Demo Restoration Concrete, Asphalt, Landscape, Fencing, Striping, Meter Repair A&E Services Civil, Survey, Landscape, Record Drawings, Management PSE Preliminary ROM 317389-165630 X8719 (40T) 900kVAR SLAP0375 #2ACS R C B A 555 600 317401-165615 X3318 (100T) 519 39 7 . 5 M C M A A C ABCN A B C #2ACSR 397.5 MC M A A C C B A EAR 13 397.5 M C M A A C C B A DWY SW 13TH S T EAR 13 317391-165641 47.5 kVA 120/240V (AC) OPEN-WYE/OPEN-DELTA SLAP0376 317382-165598 25 kVA 120/240V (A) 317394-165654 608 511 505 501 603 611 LI N D A V E S W SW 13TH S T 317398-165673 317385-165613 317383-165613 317408-165624 112.5 kVA 120/208V (ABC) 317415-165599 15 kVA 120/240V (B) 317412-165608 T144/14 317420-165614 317422-165655 SLAG7004 317415-165626 50 kVA 120/240V (B) 317418-165637 T144/15 45 kVA 120/240V (ABC) WYE/DELTA SE N E C A A V E S W SW 12TH S T 60' ROW 35' EOP MA P L E A V E S W 317405-165708 ERROR - SET SWITCH ID SITE PLAN - REMOVALS N Vicinity Map N/A Owner / Developer Contact Info officeATTN: N/A N/A N/A N/A N/A ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.) EROSION & SEDIMENT CONTROL REQUIREMENTS NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES (LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING 0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROL EROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE & ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS. FOREMAN (CHECK BOX WHEN COMPLETED) PSE Equipment LOCKED/SECURED & Work Area left in CLEAN/SAFE Condition. Grid, Cable, and Switch numbers INSTALLED & VERIFIED. Field Changes RED-LINED on As-built. Indicate correct FUSE SIZE on As-built & VERIFY proper PHASE. Foreman's Signature _______________________________________________ Print Name ___________________________________ Date ______________ Material VERIFIED and CHANGES noted on Paperwork. Total PRIMARY Cable noted on As-built. Company ID#'s RECORDED in correct location on As-built. Deviations noted on the As-built and their reason. I certify that the work performed meets PSE's standards and procedures and that all quality requirements are met. GAS PHONE CABLE TV N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A PROJECT PHASE PWR NOTIF#ORDER# Superior Perm. Service Relocation Removal Temporary Job Order Distribution HP Svc/MSA POWER GENERAL NOTES - COMMERCIAL PROJECT 8. EXCAVATION: The customer is to provide all trenching, backfill, vault excavations, compaction and restoration per this sketch and per PSE standards. A minimum protective cover of 36" is required over PSE's primary voltage equipment and 24" is required of PSE's secondary voltage equipment. The customer will provide any and all shoring or they will side slope the trench to 1:1. All materials to be installed in accordance with Puget Sound Energy's (PSE) standards. Any deviation from this work sketch must be AUTHORIZED by PSE's Project Manager and NOTED on the Foremans' Copy. All switching arrangements and/or outage arrangements are to be made with the Project Manager at least three (3) working days in advance. Contact the Utilities Underground Location Center (1-800-424-5555) at least 48 hours prior to commencing work to get the underground facilities located. STAKING: The customer will provide all staking (transformer, handhole, trench, grade, lot, pole, sidewalk, etc.). See sketch and details for locations. Equipment locations must be approved by the Project Manager. SITE PREPARATION: The work area will be at or near finished grade, clear of trench spoils or construction materials which would restrict construction and/or equipment access, before work can begin. Roads shall be paved or have a compacted , crushed rock base in place. CLEARANCES: Transformers require a minimum of 6 feet from fire fighting equipment, 10 feet from combustible walls, overhangs, doors, and windows, and a minimum of 5 feet from the back of curb (or guard posts will be required per PSE standards). All conduits and vaults are to be at least 5 feet away from water, storm and sewer lines when paralleling them in the right of way, and at least 1 foot when crossing them. All work is to be done in accordance with local municipal and county permit requirements as applicable. Customer/Developer is responsible to provide, install and maintain all secondary service cables, conduits and crossings from the individual unit's meter base to the designated connection point. Inclement weather conditions may cause delays in construction times and dates. 1. 2. 3. 4. 5. 6. 7. 9. 11. 10. PSE No No No Yes Yes Yes No YesDeveloper "Flagging Required" "Outages Required" "Locates Required" E-Mail: Cell Phone: Project Manager Contact Information: Manager:N/A N/A N/A SCALE: 1" = 50' N/ A THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) UTILITIES CONTACT PHONE# COUNTY 1/4 SEC U-MAP NO (POWER) OP MAP Emer Sect Gas Wk Ctr POWER WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING INCIDENT MAOP Gas Order Elect Order SCALE PAGE ENGR - POWER ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A WALKER'S RENTON SUBARU 519 SW 12TH ST, RENTON, WA 98057 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Service Stubs N/A N/A N/A N/A N/A BR E A K L I N E ± 2 5 0 ' 555 600 519 A B C #2ACSR EAR 13 DWY SW 13TH S T EAR 13 317382-165598 25 kVA 120/240V (A) 317398-165673 X1819 XXX (100T) XXX (100T) XXX 317382-165602 317383-165598 XXX (100T) 608 511 505 501 603 611 LI N D A V E S W SW 13TH S T 317385-165613 317383-165613 317408-165624 112.5 kVA 120/208V (ABC) 317415-165599 15 kVA 120/240V (B) 317412-165608 T144/14 317420-165614 SE N E C A A V E S W SW 12TH S T 60' ROW 35' EOP MA P L E A V E S W 317405-165708 ERROR - SET SWITCH ID SITE PLAN - INSTALLS SCALE: 1" = 50' N/ A UTILITIES CONTACT PHONE# COUNTY 1/4 SEC U-MAP NO (POWER) OP MAP Emer Sect Gas Wk Ctr POWER WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING INCIDENT MAOP Gas Order Elect Order SCALE PAGE ENGR - POWER ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A WALKER'S RENTON SUBARU 519 SW 12TH ST, RENTON, WA 98057 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A BR E A K L I N E ± 2 5 0 ' SD SD SD SD SD SD L15 OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OH U OH U OH U OH U OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU O H U O H U GP GP SD P C SS GP GPGP GP GP GP GP RD IRR SS RD RD IRR IRR GP GP SS SS GP GP P IRR GP GP BOL BOL IRR HVACHVAC RD RD BOL IRR IRR GP GP GP G P GPG P GP GP GP RD RD BOL BOL RD RD RD RD RD BOL FDC SSSS COCOBOL BOLBOL SS BOLBOL BOL GP SD SD RDBOLBOL BOL BOL BOLBOL GP GP CORD GP BOL BOL CO RDGP GP GP GP P BOLCOBOL GP GP BOL BOLGP GP HVACHVAC P GP GP GP GP SS \ \\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\ \ \ \ \\\ \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ TOPTOPTOP TO P TOP TOP TOP T O P TOETOETOE TOE TOE TOE TO E TOP TOP TO P TO P T O P TOP TO P TO P TO P TOE TO E TO E T O E TO E TO E TO E \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \\\\\\ \ \ \ \ \ \ \ \\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\ \ \\\ \ \ \\\\\\ \\ \ \ \ \ \ \ \\\\\\\\\ \ \ \ \ \ \ \ \ \ \\\ G G G G T T T T T T T T T P P P P P P P P P P P P P P P P P P P P P P W F O FO FO FO FO P P G G G G G G G G G G G W W W T T T PW W W W W W W W W W W W P P P P P P P PP P P P P P P P P P P P P P P P P P P W W T T T T T T T T T T P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P W W W W W W W W W W W W W P P P P P P T T T T T T T T T T T T T T T T T T T T T T T W W W W W W W W W W W W W W W W W W W W T T T P T T PPP P P P P P P P P P P P P P P W N77°27'44 " E 9 8 8 . 6 6 ' ( C ) S0 1 ° 2 7 ' 1 4 " W 3 0 0 . 8 4 ' S0 1 ° 2 3 ' 1 0 " W 2 7 8 . 3 5 ' ( M ) S0 1 ° 2 1 ' 0 3 " W 1 0 7 6 . 5 8 ' ( M ) SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S D S D G G G G G G G G G G G O H U O H U O H U O H U OH U OH U OH U OH U OH U OHU SD SD SD S S ( R E C ) SD SD SD SD SD S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SD SD SD SD SD S D SD SD SD SD SD SD S D SD SD SD SD S D 525.46'(C ) N0 1 ° 2 6 ' 1 4 " E 10 9 . 1 8 ' 237.36' 117.44' S0 1 ° 2 2 ' 4 2 " W 11 6 . 4 3 ' N77°26'10 " E 119.92' N0 1 ° 2 2 ' 4 3 " E 11 6 . 3 8 ' L1 8 L17 S 0 9 ° 3 9 ' 1 5 " E 1 0 5 . 0 4 ' L16 L2 0 L 2 1 N77°24'38 " E 123.29' 11 4 . 3 4 ' S86°20'10"W 391.52' 25 4 . 8 8 ' L1 2 L9 L1 0 L11 L4 L3 L2 L1 9 GP GP P IRR IRRIRR C C C T O E TO P T O P PP TT T T T T T G P P P T T T T T T T T T T T T T T T T T T T T T T P P P P T G SD S D SD SD SD OHU OHU OHU OHU OHU S D 10 9 . 2 0 ' 75 . 2 0 ' 03 / 1 8 / 2 0 2 5 49 9 2 1 D E R E TSIGER NOTGNIHSAW F O ETATS P R O F ESSIONAL L A N D S U R VEYOR L A R R Y O. WALK E R LINE TABLE LINE NO. L15 L16 L17 L18 L19 L20 L21 DISTANCE 29.98' 63.89' 84.61' 108.12' 108.12' 216.24' 60.12' BEARING N77° 27' 44"E N77° 27' 44"E S77° 26' 10"W N01° 22' 43"E S01° 22' 43"W S01° 22' 43"W S08° 57' 15"E LEGEND EXISTING 1 FOOT MAJOR CONTOUR INTERVALXXX EXISTING 1 FOOT MINOR CONTOUR INTERVALXXX \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\EDGE EXISTING ASPHALT PAVING EXISTING CHAINLINK FENCE AS NOTED EXISTING WOOD FENCE AS NOTED EXISTING STORMDRAIN LINE EXISTING CONCRETE SURFACE \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ EXISTING ASPHALT SURFACE SD SD EXISTING GRAVEL SURFACE XX.X'EXISTING GROUND SPOT ELEVATION ALL GRADES ALONG CURB ARE AT FLOWLINE EXISTING 6" IN DIAMETER OR BIGGER DECIDUOUS TREE AS NOTED EXISTING 6" IN DIAMETER OR BIGGER CONIFEROUS TREE AS NOTED EXISTING ECOBLOCK RETAINING WALL (GRADE POINT ARROW IS AT TOE FACE WALL) BOL GP SS SD RD HVAC P P C FDC FOUND MONUMENT AS NOTED FOUND REBAR AND CAP AS NOTED FOUND TACK IN LEAD AS NOTED EXISTING STORMDRAIN MANHOLE EXISTING STORMDRAIN CATCHBASIN EXISTING STORMDRAIN YARD DRAIN EXISTING STORMDRAIN CULVERT END EXISTING STORMDRAIN ROOF DRAIN EXISTING SANITARY SEWER MANHOLE EXISTING POWER VAULT EXISTING PAD MOUNTED TRANSFORMER EXISTING POWER METER EXISTING LUMINAIRE EXISTING TELECOMMUNICATIONS MANHOLE EXISTING TELECOMMUNICATIONS RISER EXISTING NATURAL GAS VALVE EXISTING NATURAL GAS METER EXISTING WATER METER EXISTING WATER VALVE EXISTING FIRE HYDRANT EXISTING FIRE DEPARTMENT CONNECTION EXISTING POST INDICATOR VALVE EXISTING WATER HOSE BIB EXISTING UTILITY POLE EXISTING GUY ANCHOR EXISTING UTILITY JUNCTION BOX EXISTING HVAC UNIT CO EXISTING UNKNOWN USE CLEANOUT EXISTING GATE POST EXISTING BOLLARD EXISTING SIGN AS NOTED CONCRETECONC. TOP WALL GRADE AT TOP BACK WALLTW BOTTOM WALL GRADE AT TOE FACE WALLBW EXISTING SANITARY SEWER LINESSSS RECORD POSITION EXISTING SANITARY SEWER LINE (SEE SURVEYORS NOTE 8, SHEET SV-01) SS(REC)SS(REC) EXISTING WATER LINEWW EXISTING SUBTERRANEAN POWER LINEPP EXISTING SUBTERRANEAN TELECOMMUNICATIONS LINETT EXISTING SUBTERRANEAN FIBER OPTICS LINEFOFO EXISTING OVERHEAD UTILITY LINEOHUOHU TOP TOP EXISTING TOP OF SLOPE TOE TOE EXISTING TOE OF SLOPE EXISTING NATURAL GAS LINEGG CONCRETE CURB AND GUTTERC/G EXTRUDED CURBE/C RAISED CONCRETE WALKWAYRA/W CURB CUTC/C ASPHALT WEDGE CURBA/W CALCULATED SUBJECT PARCELS DEED LINE MEASURED/OR CALCULATED RIGHT OF WAY CENTERLINE CALCULATED RIGHT OF WAY MARGIN MEASURED/OR CALCULATED VACATED RIGHT OF WAY CENTERLINE CALCULATED VACATED RIGHT OF WAY MARGIN CALCULATED PLATTED LOT LINE PER LAT OF C.D. HILLMAN'S EARLINGTON GARDENS ADD'N TO THE CITY OF SEATTLE DIVISION NO.1 CHAINLINK FENCECLF CALCULATED EASEMENT MARGIN AS NOTED CALCULATED EASEMENT AREA 5 SV-05 TAX PARCELS 3340404265 AND 3340404148 OVERALL BOUNDARY AND TOPOGRAPHIC SURVEY DIAGRAM LINE IS 1" AT FULL SCALE FOR 22" X 34" SHEET SCALE: 1" = 30' 30150 60 SHEET DESIGNED N/A DRAWN SCALE CHECKED DATE APPROVED L. WALKER 11/21/2024 NU M DA T E DE S C R I P T I O N OF 11 HH J A R C H I T E C T S AT T N : M R . J O H N M A N U E L 60 1 S t . H E L E N S A V E . TA C O M A , W A 9 8 4 0 2 WA L K E R ' S R E N T O N SU B A R U WALKER'S RENTON SUBARU A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIAN CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON L. WALKER L. WALKER JOB NO. 24-165 CL I E N T : Z:\Shared\McInnis Engineering Files\2024 Proposals-Projects\24-165 - HHJ - Walker's Renton Subaru Survey\Survey\Signed Documents\20250318-Final Draft-Boundary and Topographic Survey\24-165 Survey Base.dwg 3/18/2025 1:42 PMPlotted:File:Plotted By: Larry AS NOTED 1 02 / 0 7 / 2 0 2 5 SU P P L E M E N T E D O R I G I N A L TO P O G R A P H I C S U R V E Y W I T H NO R T H E R L Y H A L F O F S W 1 2 T H S T RE C E I V E D T I T L E R E P O R T S F O R AL L P A R C E L S S H O W N H E R E O N AN D A D D E D E A S E M E N T S CO N T A I N E D T H E R E I N 2 03 / 1 8 / 2 0 2 5 (V A L E N T I N E A V E N U E ) SE N E C A A V E N U E S W (SECOND A V E N U E ) SW 12TH S T R E E T LI N D A V E N U E S W (THIRD A V E N U E ) SW 13TH S T R E E T I-405 TAX PARCEL 3340404265 TAX PARCEL 3340404148 NOT PART OF SURVEY TAX PARCEL 3340404150 BOUNDARY AND TOPOGRAPHIC SURVEY DETAIL SHEET MATCHLINE (SHEETS SV-06 THROUGH SV-11) (TYPICAL) SV-06 (SHEET 6 OF 11) SV-07 (SHEET 7 OF 11) SV-08 (SHEET 8 OF 11) SV-09 (SHEET 9 OF 11) SV-10 (SHEET 10 OF 11) SV-11 (SHEET 11 OF 11) ALLEY (VA C A T E D - C . O . R . O R D I N A N C E 4 9 1 4 ) 1 6 ' 90' 1 6 ' 8 ' 8 ' 8 ' 8 ' 1 6 ' 3 0 ' 3 0 ' 3 0 ' 3 0 ' (THIRD A V E N U E ) SW 13TH S T R E E T - (VACATED - C . O . R . O R D I N A N C E 4 9 4 2 ) 90' 80' 80' 3 0 ' 3 0 ' 3 0 ' 3 0 ' 3 0 ' 3 0 ' 30' 30' 30' 30' 30' 30' 30'30' 30' 30' 30' UTILITIES EASEMENT TO THE CITY OF RENTON PER AFN 20010906002177, CITY OF RENTON ORDINANCE 4914 (ENCOMPASSES WHOLE VACATED ALLEY) UTILITIES EASEMENT TO THE CITY OF RENTON PER AFN 20020207002539, CITY OF RENTON ORDINANCE 4942 (ENCOMPASSES WHOLE VACATED STREET) PRIVATE INGRESS/EGRESS EASEMENT PER EASEMENT AGREEMENT WITH RIGHT AND RESPONSIBILITIES AFN 20020612000622 PSE ELECTRICAL EASEMENT PER AFN 20030128002591 QWEST TELECOMMUNICATIONS EASEMENT PER AFN 20030327000928 OH U OH U OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU SD P C GP IRR G G G G G T T T T T T T T T T T T T T T T T T T P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P G G P P P P T P P P P P P P P P P W W W W P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P W W W W W W P P P P P P P P P P P P T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T P P P P P T T T T T T T P P PPPP P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P W W W W W 21 21 2 1 2 1 21 21 2 2 22 2 2 2 2 21 22 21 21 21 21 21 2 1 21 21 2 2 22 2 2 21 2 1 21.5' 21.4' 21.4' 21.3' 21.2' 21.1' 20.8' 20.7' 20.9' 21.2' 21.3' 21.4' 21.5' 21.6' 21.7' 21.7' 21. 8 ' 21.8' 21 . 3 ' 21 . 3 ' 21 . 4 ' 21 . 0 ' 20 . 7 ' 20 . 6 ' 20 . 4 ' 20 . 5 ' 21.0' 21 . 0 ' 21. 2 ' 21.4' 2 1 . 6 ' 2 1 . 3 ' 21.6' 2 1 . 6 ' 21. 8 ' 21.7' 2 1 . 8 ' 21. 6 ' 21 . 9 ' 22 . 0 ' 2 2 . 0 ' 21 . 8 ' 2 1 . 7 ' 2 1 . 6 ' 21.6' 21.6' 21.5' 21.3' 2 1 . 4 ' 21.4' 21. 6 ' 21.7' 20 . 2 ' 2 0 . 4 ' 20. 3 ' 20.1' 20.7'20.9' 21.0' 2 0 . 7 ' 2 0 . 7 ' 20.5 ' 20.9 ' 20.8 ' 20 . 9 ' 20.5 ' 20.6 ' 21.0' 20.6'21.2' 20.7'21.4' 22.3' 22.3' 22.4' 22 . 4 ' 22.7' 21 . 3 ' 21.3' 21.2' 20.5' 21.3' 2 2 . 0 ' 2 1 C/GC/G C/G C/G E/C E/C E/C C/C C/C RAMP RAMP C/C C/C C/C C/C RAMP 2 0 . 3 ' 12" MAPLE 12" MAPLE 14" MAPLE 8" UNKNOWN DECIDUOUS C/C C/C 31.3' DRIVEWAY C/G C/G C/G C/G E/C E/C E/C E/C E/C E/C C/G C/C 6' CLF 6' CLF 6' CLF 0.6' 0.5' NOT PART OF SURVEY (TAX PARCEL NO. 3340404150) 21.8' 21 . 5 ' G G G G G G G G G G G G G G G G G G G G G G G G G G G G E/C 22.2' 2 2 . 1 ' NOT PART OF SURVEY (TAX PARCEL NO. 3340404150) (V A L E N T I N E A V E N U E ) SE N E C A A V E N U E S W (SECOND A V E N U E ) SW 12TH S T R E E T 6' CLF ANGLE POINT BEARS S84°11'E, 0.6' FROM CALCULATED LOT CORNER "STOP" STOP BAR 21.3'20.8' O H U O H U SD SD SD SD SD SD SD SD STORMDRAIN CATCHBASIN TYPE I RIM=20.39' IE=17.67' 12" PVC E IE=17.68' 12" PVC SW IE=17.65' 12" PVC NW S D S D S D SD SD STORMDRAIN CATCHBASIN TYPE I RIM=20.61' IE=17.45' 12" PVC N IE=17.48' 12" PVC S SD SD SD SD SD SD SD STORMDRAIN CATCHBASIN TYPE I RIM=20.95' IE=17.24' 12" PVC NE IE=17.26' 12" PVC S IE=17.07' 12" PVC W SD SD STORMDRAIN CATCHBASIN TYPE I RIM=20.14' IE=17.10' 12" PVC W SD S D ( R E C ) STORMDRAIN CATCHBASIN DID NOT OPEN RIM=22.04' 12" MAPLE 17" MAPLE S D ( R E C ) SD(REC) SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D STORMDRAIN CATCHBASIN TYPE I RIM=21.20' IE=18.13' 12" PVC NE IE=18.41' 12" PVC SE IE=18.17' 12" PVC SW STORMDRAIN CATCHBASIN TYPE I RIM=21.80' IE=19.04' 8" SW IE=18.97' 12" PVC NW SD SD SD SD SD STORMDRAIN CATCHBASIN TYPE I RIM=21.15' IE=18.22' 12" PVC NE IE=18.27' 12" PVC SW SD SD SD STORMDRAIN CATCHBASIN IE=18.55' 8" PVC NE IE=18.42' 12" PVC SW STORMDRAIN CATCHBASIN TYPE I RIM=20.70' IE=17.88' 12" PVC NE IE=17.81' 12" PVC NW 237.36' 117.44' L3 GP GP T T T T T T T T T T T T T T T T P P P P P P P P P P P P P PT T T T G G G G GP P T C/G C/G 22 22 23 23 22 22 23 22 23 22 23 22 21.8' 21 . 0 ' 21 . 5 ' 21 . 1 ' 2 1 . 6 ' 21.5' 23.5' 23.6' 2 1 . 1 ' 21 . 7 ' 2 1 . 2 ' 21.8' 21.8' 21.8' 23.2' 23.1' 23.5' 23.4' 23.6' 2 1 . 2 ' 2 1 . 8 ' C/C C/C 14.9' DRIVEWAY 2 1 . 5 ' 2 1 . 4 ' 22 . 0 ' 2 2 . 1 ' 22.1' 22.0 ' GATE E/C E/C 2 2 22 2 2 22 2 1 . 9 ' 15" UNKNOWN DECIDUOUS 13" UNKNOWN DECIDUOUS 15" UNKNOWN DECIDUOUS CONC. STEPS W/HANDRAIL AT CENTER 6' CLF 10 9 . 2 0 ' PSE ELECTRICAL EASEMENT PER AFN 20030128002591 03 / 1 8 / 2 0 2 5 49 9 2 1 D E R E TSIGER NOTGNIHSAW F O ETATS P R O F ESSIONAL L A N D S U R VEYOR L A R R Y O. WALK E R 6 SV-06 TAX PARCELS 3340404265 AND 3340404148 BOUNDARY AND TOPOGRAPHIC SURVEY DETAIL LINE IS 1" AT FULL SCALE FOR 22" X 34" SHEET SCALE: 1" = 10' 10050 20 SHEET DESIGNED N/A DRAWN SCALE CHECKED DATE APPROVED L. WALKER 11/21/2024 NU M DA T E DE S C R I P T I O N OF 11 HH J A R C H I T E C T S AT T N : M R . J O H N M A N U E L 60 1 S t . H E L E N S A V E . TA C O M A , W A 9 8 4 0 2 WA L K E R ' S R E N T O N SU B A R U WALKER'S RENTON SUBARU A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIAN CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON L. WALKER L. WALKER JOB NO. 24-165 CL I E N T : Z:\Shared\McInnis Engineering Files\2024 Proposals-Projects\24-165 - HHJ - Walker's Renton Subaru Survey\Survey\Signed Documents\20250318-Final Draft-Boundary and Topographic Survey\24-165 Survey Base.dwg 3/18/2025 1:42 PMPlotted:File:Plotted By: Larry AS NOTED 1 02 / 0 7 / 2 0 2 5 SU P P L E M E N T E D O R I G I N A L TO P O G R A P H I C S U R V E Y W I T H NO R T H E R L Y H A L F O F S W 1 2 T H S T RE C E I V E D T I T L E R E P O R T S F O R AL L P A R C E L S S H O W N H E R E O N AN D A D D E D E A S E M E N T S CO N T A I N E D T H E R E I N 2 03 / 1 8 / 2 0 2 5 SH E E T M A T C H L I N E SE E S H E E T S V - 0 7 F O R C O N T I N U A T I O N SHEET MATCHLINE SEE SHEET SV-09 FOR CONTINUATION L15 OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU O H U O H U O H U O H U O H U O H U CO RD GP GP GP GP P BOL CO BOL GP GP BOL BOL GP GP \\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \\\\\\\ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\ \\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\ \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ T T W F O F O F O F O FO FO FO FO FO FO FO FO FO FO FO FO P P P P P P P P T G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W T T T T T T T T W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W N77°27'44 " E 9 8 8 . 6 6 ' ( C ) S0 1 ° 2 1 ' 0 3 " W 1 0 7 6 . 5 8 ' ( M ) \\ 2 2 C/C 2 2 22 22 22 22 2 2 2 2 2 2 22 22 21.8' 21.7' 21.7' 21.6' 21.6' 21 . 6 ' 21.5' 21.6' 20 . 9 ' 21.1'21 . 3 ' 2 1 . 3 ' 21 . 3 ' 21 . 8 ' 21.3' 21 . 4 ' 21 . 5 ' 22 . 0 ' 22.0' 2 2 . 2 ' 22. 1 ' 22.1' 22.2 ' 22 . 2 ' 22 . 2 ' 2 2 . 1 ' 22.2' 22.7' 22.4' 21.6' 21.7' 22.0' 22.1' 22.1' 22.1' 22.1' 21.9' 21.7' 21.7' 21.6 ' 21 . 7 ' 21. 3 ' 21. 4 ' 21 . 3 ' 21. 5 ' 2 1 . 5 ' 21. 6 ' 21.9' 21 . 8 ' 21. 8 ' 23.9' DRIVEWAYG G G G G G G 20.6' DRIVEWAY 24.2' DRIVEWAY C/C ASPHALT RAMP C/G C/G C/G E/C E/C A/W A/W 22.2' 2 2 . 1 ' 21 . 9 ' 22.1' 21 NOT PART OF SURVEY (TAX PARCEL NO. 3340404150) GATE GATE GATE C/C C/C 2 1 . 0 ' GATE 0.5' 0.4' 0.3' 0.1' 4.9' 8.0' 22 . 2 ' 6' CLF 7' CLF 7' CLF 0.2' 0.3' 0.2' 7' CLF 6' CLF 6' CLF 6' CLF 2 1 . 9 ' 6' CLF 22.4' LI N D A V E N U E S W (SECOND A V E N U E ) SW 12TH S T R E E T 6'/7' CLF ANGLE POINT BEARS N89°50'E, 0.6' FROM CALCULATED LOT CORNER 14.4' 0.1' 3X8" UNKNOWN SD SD SD STORMDRAIN CATCHBASIN TYPE I RIM=21.46' IE=19.69 8" PVC S UNKNOWN USE CLEANOUT RIM=21.96' SD SD STORMDRAIN CATCHBASIN TYPE I RIM=21.07' IE=18.55' 8" PVC NE IE=18.42' 12" PVC SW SD SD SD SD SD SD SD S D S D S D S D STORMDRAIN CATCHBASIN TYPE I RIM=20.76' FULL OF DIRT N0 1 ° 2 2 ' 4 3 " E 11 6 . 3 8 ' L1 8 S 0 9 ° 3 9 ' 1 5 " E 1 0 5 . 0 4 ' L16 P IRR IRRIRR C C C TO E T O E T O E TO E TO P TO P TO P T O P T O P T O P W W W W W W W P P P P P P P P P P P P P P P P P P P T T T T T T T T T FO FO T T T T T T T T T T T T T T T FO G G G G G P P P P P P P P P P P P P P P P P P P P P P P P T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T FO P T T SD SD SD SD S D S D S D S D SD SD SD SD SD SD SD SD 22 22 22 23 22 22 22 23 22 22 22 23 23 2 2 23 24 24 24 23 23 2 3 23 23 23 24 24 24 24 25 25 25 25 25 26 26 24232221 21 2 0 21 2 2 2 3 24 2 3 24 24 23 2 2 22 21 21 2 1 . 1 ' 2 1 . 7 ' 22.3' 23 . 1 ' 23. 0 ' 2 1 . 2 ' 21 . 8 ' 22.2' 22 . 7 ' 2 1 . 3 ' 2 2 . 0 ' 23.0' 23 . 5 ' 21 . 2 ' 2 1 . 9 ' 22.6' 22.7' 2 1 . 5 ' 22 . 0 ' 23.8'2 2 . 1 ' 2 2 . 8 ' 24.2' 21.5' 21.1'20.2'25.1' 26.0'25.4' 23.9 ' 23 . 7 ' 23.1' 22. 0 ' 20 . 8 ' 21. 6 ' 20 . 7 ' 21.4 ' 21 . 4 ' 21 . 2 ' 2 2 . 2 ' 22.2' 21.9' 24.7' 25.4' 24.7' 24.3' 23. 7 ' 2 2 . 6 ' 21.8' 22.1' 22.4' 22.7' 22.9' 23.2' 23.4'24.0'24.3'24.5'24.5' 25.0' 25.3' 25. 5 ' 25.4' 23.8' 22.9'23.6'24.1'24.1' 23.1' 22.5' 2 2 . 5 ' 23.0' 22.3' 22.9' 22.8' 24 . 4 ' C/C C/C RAMP 6' CLF 6' CLF 1X7", 5X4", 4X3" UNKNOWN DECIDUOUS 6' CLF 6' WDF 6' WDF 6' WDF 1X7" AND 14X3" UNKNOWN DECIDUOUS 1X7" AND 14X3" UNKNOWN DECIDUOUS RAMP C/C C/C OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU 6' CLF 6' CLF 6' CLF STORMDRAIN CULVERT END IE=19.03' 16" CMP S D S D S D SD SD UTILITY LOCATE PAINTED STUB MARK C/G C/G C/G 1X9",2X7",1X4" UNKNOWN DECIDUOUS STORMDRAIN CATCHBASIN 2.1' X 1.7' RIM=23.56' IE=20.43' 6" DI NE IE=20.53' 6" DI SW IE=22.81' 4" PVC NW STORMDRAIN CATCHBASIN TYPE I W/SOLID LID RIM=23.34' IE=20.10' 6" DI SE IE=20.25' 6" DI SW STORMDRAIN CATCHBASIN TYPE I RIM=21.08' IE=19.65' 6" PVC NE IE=19.58' 8" CMP SE IE=19.74' 6" DI NW STORMDRAIN CATCHBASIN TYPE I RIM=21.91' IE=19.84' 8" DI SE STORMDRAIN CATCHBASIN TYPE II W/GRATED LID RIM=21.88' IE=19.46' 12" DI NE IE=19.39' 16" CMP SE IE=19.74' 8" SW IE=19.07' 8" DI NW FULL OF WATER TOP WATER=20.25' 21 . 5 ' "STOP" STORMDRAIN CATCHBASIN TYPE I RIM=20.87' IE=19.58' 12" DI NE C/G C/G C/G C/G C/G QWEST TELECOMMUNICATIONS EASEMENT PER AFN 20030327000925 PRIVATE INGRESS/EGRESS EASEMENT PER EASEMENT AGREEMENT WITH RIGHTS AND RESPONSIBILITIES AFN 20020612000622 03 / 1 8 / 2 0 2 5 49 9 2 1 D E R E TSIGER NOTGNIHSAW F O ETATS P R O F ESSIONAL L A N D S U R VEYOR L A R R Y O. WALK E R 7 SV-07 TAX PARCELS 3340404265 AND 3340404148 BOUNDARY AND TOPOGRAPHIC SURVEY DETAIL SHEET DESIGNED N/A DRAWN SCALE CHECKED DATE APPROVED L. WALKER 11/21/2024 NU M DA T E DE S C R I P T I O N OF 11 HH J A R C H I T E C T S AT T N : M R . J O H N M A N U E L 60 1 S t . H E L E N S A V E . TA C O M A , W A 9 8 4 0 2 WA L K E R ' S R E N T O N SU B A R U WALKER'S RENTON SUBARU A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIAN CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON L. WALKER L. WALKER JOB NO. 24-165 CL I E N T : Z:\Shared\McInnis Engineering Files\2024 Proposals-Projects\24-165 - HHJ - Walker's Renton Subaru Survey\Survey\Signed Documents\20250318-Final Draft-Boundary and Topographic Survey\24-165 Survey Base.dwg 3/18/2025 1:42 PMPlotted:File:Plotted By: Larry AS NOTED 1 02 / 0 7 / 2 0 2 5 SU P P L E M E N T E D O R I G I N A L TO P O G R A P H I C S U R V E Y W I T H NO R T H E R L Y H A L F O F S W 1 2 T H S T RE C E I V E D T I T L E R E P O R T S F O R AL L P A R C E L S S H O W N H E R E O N AN D A D D E D E A S E M E N T S CO N T A I N E D T H E R E I N 2 03 / 1 8 / 2 0 2 5 SH E E T M A T C H L I N E SE E S H E E T S V - 0 6 F O R C O N T I N U A T I O N SHEET MATCHLINE SEE SHEET SV-08 FOR CONTINUATION LINE IS 1" AT FULL SCALE FOR 22" X 34" SHEET SCALE: 1" = 10' 10050 20 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD OH U OH U OH U OH U OH U OH U OH U OH U OH U SS GP GP GP GP GP GP RD SS RD RD IRR IRRGP GP RD RD BOL BOL RD RD RD RD RD SS COCOBOL BOL BOL BOL HVACHVAC P GP GP \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\ G G G G G G G G G G T T T T T T T T P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P W W W P P T T T T T T T T T T T T T T T P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W P P P P P P P P P P P T T T T T T T T T T T T T T T T T T T T T T T T T T S0 1 ° 2 3 ' 1 0 " W 2 7 8 . 3 5 ' ( M ) SS SS SS SS SS SS SS SS SS SS SS SS 21 21.5' 21.3' 2 1 . 4 ' 21.4' 20 . 2 ' 20.1' 20.7'20.9' 21.3' C/C RAMP C/G E/C E/C 6' CLF NOT PART OF SURVEY PARCEL NO. 3340404150) (V A L E N T I N E A V E N U E ) SE N E C A A V E N U E S W ALLEY (VA C A T E D - C . O . R . ORDINAN C E 4 9 1 4 ) 21. 4 ' 22.0' 22.0' 3.1' 7.9' TALL CMU WALL W/CANOPY E/C E/C E/C E/C 6' CLF 6' CLF 6' CLF 21 21 21 21 21 21 2 1 21 STOP BAR C/G C/G C/G C/G C/G C/C C/C 30.0' DRIVEWAY E/C 21.7' 21 . 7 ' 2 1 . 5 ' 21.5 ' 21.5 ' 21.4' 21.4' 21.3' 21.5' 21.5' 21.5' 21.6' 21.5' 21.4' 21.4' 21.3' 21.3' 21.3' 21.3' 21.4' 21.3' 21.2' 21.3'21 . 3 ' 21.3' 2 1 . 4 ' 21 . 4 ' 21.9' 21.9' 21.4' 21.4 ' 2 1 . 4 ' 21.4 ' 21.4' 22.0' 22.0' 22.0' 22.0' 22 . 0 ' 2 2 . 0 ' 2 1 . 9 ' 2 2 . 0 ' 2 1 . 4 ' 21 . 4 ' 21. 4 ' 21. 5 ' 22.0' 21.9' 21.9' 21.8' 21.7' 21.8' 21.7' 21 . 8 ' 21.9' 21.7' 21.8' 22.0' 21.6' 21.5' 21.5' 21.4' 20.1' 20.1' 20.2' 20.3' 20.3' 20.2'20.8' 20.9' 20.8' 2 0 . 7 ' 21.4' 21.5'20 . 7 ' 20.8' 20.8' 20.7' 20.7' 20 . 7 ' 20.6' 20.3' 20.6' 20.5' 20.4'20.5' 20.5' 21.5' 21.5' 21.5' 21.5' 21.5' 21.4'21.9' 21.4' 21.3' 21.4'21.9' 21.4'21.5' 22.0' 21.9' 21.4'21.4' 21.9' 21.4' 20.7' 20.7'21.0' 20 . 7 ' 2 0 . 7 ' RA/W RA/W RA/W RA/W RA/W RA/W 2 2 22 21.5' 21.5'21.6' 21.8' 21.6' 21.6' 21.6' 21.6 ' 21. 8 ' 2 1 . 8 ' 21.9' 21.8' 21.8' 2 1 . 8 ' 21.3' 21.5' 21. 8 ' 21.9'21.9' DUMPSTER CONC. PAD AREA ECO BLOCKS BUILDING FINISH FLOOR AT CENTER OF PED. DOOR LABELED "SPRINKLER ROOM" ELEV=21.95' NAVD 88 BUILDING FINISH FLOOR AT CENTER OF DOUBLE PED. DOOR ELEV=22.03' NAVD 88 E/C E/C E/C E/C E/C CONC. CANOPY COLUMN 21.3' CONC. CANOPY COLUMN CONC. CANOPY COLUMN CONC. CANOPY COLUMN GATE GATE GATE 4' CLF4' CLF 4' CLF 4' CLF 4' CLF 4' CLF EDGE CANOPY (TYPICAL) EDGE CANOPY (TYPICAL) 12" MAPLE 13" MAPLE 12" MAPLE 13" MAPLE 17" MAPLE GATE 6' CLF O H U O H U O H U O H U O H U O H U O H U O H U O H U O H U O H U O H U O H U OH U OH U OH U OH U OH U OH U OH U OH U OHU OHU OHU OHU "STOP" STEEL POST FOR AERIAL WALKER'S RENTON SUBARU PARTS AND SERVICE CENTER SIGN SERVICE CENTER DIRECTIONS SIGN C/C C/C RAMP E/C C/C C/C RAMP 21.7' 20.6' 21.6' STORMDRAIN CATCHBASIN TYPE I S D SD SD SD SD SD SD SD SD SD SD SD SD SD RIM=21.61' UNKNOWN USE CLEANOUT RIM=21.65' SANITARY SEWER MANHOLE W/ CONC. CHANNEL RIM=20.52' IE=12.41' 8" CONC. NE IE=12.52' 8" CONC. S IE=12.22 8" CONC. SW LADDER=S SANITARY SEWER MANHOLE NO CHANNELIZATION - PIPE PASSES THROUGH IN AIR WITH CLEANOUT/REDUCER IN MIDDLE - NO ACCESS TO IE'S - STRUCTURE FILLED WITH WATER RIM=21.34' TOP PIPE=16.94' 6" PVC NE TOP PIPE=17.01' 8" PVC SW TOP WATER=16.75' LADDER=NW SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SS(REC) SD SD SD SD SD SD STORMDRAIN CATCHBASIN TYPE I RIM=21.20' IE=19.10' 12" PVC SW STORMDRAIN CATCHBASIN TYPE I RIM=20.70' IE=17.92' 12" PVC NE IE=18.01' 12" PVC S SD SD S0 1 ° 2 2 ' 4 2 " W 11 6 . 4 3 ' N77°26'10 " E 119.92' 25 4 . 8 8 ' L1 0 L11 FND 1/2" REBAR AND CAP STAMPED "LS 19635" REBAR BEARS S88°24'33"E, 0.23' FROM THE CALCULATED LOT CORNER VISITED 11/18/2024 UTILITIES EASEMENT TO THE CITY OF RENTON PER AFN 20010906002177, CITY OF RENTON ORDINANCE 4914 (ENCOMPASSES WHOLE VACATED ALLEY) PSE ELECTRICAL EASEMENT PER AFN 20030128002591 STORMDRAIN CATCHBASIN TYPE I RIM=21.20' IE=18.88' 12" PVC NE IE=18.77' 6" PVC SE IE=18.75' 12" PVC S PSE ELECTRICAL EASEMENT PER AFN 20030128002591 UTILITIES EASEMENT TO THE CITY OF RENTON PER AFN 20020207002539, CITY OF RENTON ORDINANCE 4942 (ENCOMPASSES WHOLE VACATED STREET) 03 / 1 8 / 2 0 2 5 49 9 2 1 D E R E TSIGER NOTGNIHSAW F O ETATS P R O F ESSIONAL L A N D S U R VEYOR L A R R Y O. WALK E R 9 SV-09 TAX PARCELS 3340404265 AND 3340404148 BOUNDARY AND TOPOGRAPHIC SURVEY DETAIL SHEET DESIGNED N/A DRAWN SCALE CHECKED DATE APPROVED L. WALKER 11/21/2024 NU M DA T E DE S C R I P T I O N OF 11 HH J A R C H I T E C T S AT T N : M R . J O H N M A N U E L 60 1 S t . H E L E N S A V E . TA C O M A , W A 9 8 4 0 2 WA L K E R ' S R E N T O N SU B A R U WALKER'S RENTON SUBARU A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIAN CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON L. WALKER L. WALKER JOB NO. 24-165 CL I E N T : Z:\Shared\McInnis Engineering Files\2024 Proposals-Projects\24-165 - HHJ - Walker's Renton Subaru Survey\Survey\Signed Documents\20250318-Final Draft-Boundary and Topographic Survey\24-165 Survey Base.dwg 3/18/2025 1:42 PMPlotted:File:Plotted By: Larry AS NOTED 1 02 / 0 7 / 2 0 2 5 SU P P L E M E N T E D O R I G I N A L TO P O G R A P H I C S U R V E Y W I T H NO R T H E R L Y H A L F O F S W 1 2 T H S T RE C E I V E D T I T L E R E P O R T S F O R AL L P A R C E L S S H O W N H E R E O N AN D A D D E D E A S E M E N T S CO N T A I N E D T H E R E I N 2 03 / 1 8 / 2 0 2 5 SH E E T M A T C H L I N E SE E S H E E T S V - 0 8 F O R C O N T I N U A T I O N SHEET MATCHLINE SEE SHEET SV-06 FOR CONTINUATION SHEET MATCHLINE SEE SHEET SV-10 FOR CONTINUATION LINE IS 1" AT FULL SCALE FOR 22" X 34" SHEET SCALE: 1" = 10' 10050 20 SD SD SD SD SD OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU GP GP SS GP GP P IRR BOL BOL IRR HVAC HVAC RD RD BOL RD RD BOL BOL BOL FDC \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ TO P TO P T O E \ \ \ \ \ \\\\\\\\\\ W W W W W W W W W W W W W W W W W W W W W W W W W W W W P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P W W W W W W W T T T T T T T T T T T T T T T T P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P W W W W W W W \ SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S D S D S D S D S D S D (THIRD A V E N U E ) SW 13TH S T R E E T ( V A C A T E D - C . O . R . O R D I N A N C E 4 9 4 2 ) (THIRD A V E N U E ) SW 13TH S T R E E T 21 20.4'20.5' RA/W 21.3' 21.5' 21. 8 ' 21.9'21.9'E/C 11" MAPLE 14" MAPLE (V A L E N T I N E A V E N U E ) SE N E C A A V E N U E S W 2 1 21 21 2 1 21 21 21 2 1 2 1 21 2 1 21 22 22 22 21 21 21 22 22 22 22 OH U OH U OH U OH U OH U OH U OH U OH U OH U STEEL POST FOR AERIAL SUBARU SIGN 21.4'21.9' 21.4' 21.9' 21.2' 21.2' 21.3' 21.4' 21.4' 21.5' 21.5' 21.5' 21.6' 21.5' 21.5' 21.8' 22.1' 22.1' 22.0' 22.0' 22.0' 21.9' 22.0' 21.9' 2 1 . 9 ' 21.7' 21.6' 21.6' 21.7' 21.6' 21.6' 21.6'21.7' 21.8' 21.8'21.8' 21.7' 21.6' 21.6' 21.6' 21.5' 21.5' 21.6' 21.6' 21.6' 21.6' 21.6' 21.6' 21.5' 21.5' 21.5' 21.5' 21.4' 21.4' 21.4' 21.3' 21.4' 21.3' 21.3' 21 . 6 ' 21.5' 21.4' 21.3' 21.3' 21.3' 21.5' 2 1 . 5 ' 2 1 . 8 ' 2 1 . 8 ' 21.8 ' 21. 6 ' 21. 7 ' 21. 8 ' 21. 8 ' 21. 8 ' 21.7' 21.7' 21.3' 21.5' 21.5' 21.3' 21.2' 21.3' 21. 6 ' 21 . 5 ' 2 1 . 7 ' 21 . 5 ' 2 1 . 5 ' 2 1 . 4 ' 21.4' 21 . 6 ' 21. 6 ' 21.6' 21.7'21.6 ' 21.5' 22.0' 21. 9 ' 21.9' 21 . 7 ' 21.7' 21 . 8 ' 21 . 3 ' 20.9'20.9' 20.8' 21.1' 21.2' 21.7' 21.4' 2 1 . 5 ' 20.7' 20.9' 20.9' 20.6' 20.5' 20.5' 20.4' 20.6' 20.8' 20.8' 20.6' 20.5' 20.5'20.4' 20.4' 20.3' 20.4' 20.4' 20.5' 20.8' 20.9' 20.7' 20.5' 20.3' 20.5'20.5' 21.2' 21.5' 21.2' 21.3' 21.2' 21.0' 20.6' 20.5' 20.5'21 21 22 22 22 22 2 2 2 2 22 22 2 2 22 22 22 21.3' 21 E/C E/C E/C E/C E/C E/C E/C E/C E/C 20.2' 20.1'2 0 . 7 ' 20.6' 20.7' 20.8' C/C 26.9' DRIVEWAY C/G C/G GATE RA/W 6' CLF 6' CLF 6' CLF 6' CLF 6' CLF 6' CLF 6' CLF GATE 6' CLF FENCE TRANSITION 6' CLF/6' STEEL 6' STEEL 20.8' 21.2' 21.2' 8" UNKNOWN DECIDUOUS 6" UNKNOWN DECIDUOUS 22 22 1X7" 1X6" UNKNOWN DECIDUOUS 21.5' 21.6' 20.3' TW=21.6' BW=20.8' 0.4' STORMDRAIN CATCHBASIN TYPE I RIM=21.16' IE=18.47' 8" PVC N IE=18.37' 8" PVC NE IE=18.18' 12" PVC SE IE=18.25' 8" PVC NW SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D S D S D S D S D S D SD SD SD SD SD SD SD STORMDRAIN CATCHBASIN TYPE I RIM=20.93' IE=18.91' 6" PVC NW IE=18.68' 8" PVC SE S D STORMDRAIN CATCHBASIN TYPE I RIM=21.17' IE=18.50' 8" PVC N IE=18.90' 6" PVC NE IE=18.44' 8" PVC SE IE=18.98' 6" PVC W SD SD SD SD SD SD STORMDRAIN CATCHBASIN TYPE I RIM=20.04' IE=18.32' 12" PVC N SANITARY SEWER MANHOLE W/ CONC. CHANNEL RIM=20.83' IE=12.93' 8" CONC. N IE=13.03' 8" CONC. NE LADDER=W S86°20'10"W 391.52' INTERSTATE 405 0.7' 0.9' 1.0' 0.8' 4' CLF 3-WAY 6' CLF INTERSECTION BEARS S15°13'E, 0.6' FROM THE CALCULATED LOT CORNER 75 . 2 0 ' UTILITIES EASEMENT TO THE CITY OF RENTON PER AFN 20020207002539, CITY OF RENTON ORDINANCE 4942 (ENCOMPASSES WHOLE VACATED STREET) 03 / 1 8 / 2 0 2 5 49 9 2 1 D E R E TSIGER NOTGNIHSAW F O ETATS P R O F E SSIONAL L A N D S U R VEYOR L A R R Y O. WALK E R 10 SV-10 TAX PARCELS 3340404265 AND 3340404148 BOUNDARY AND TOPOGRAPHIC SURVEY DETAIL SHEET DESIGNED N/A DRAWN SCALE CHECKED DATE APPROVED L. WALKER 11/21/2024 NU M DA T E DE S C R I P T I O N OF 11 HH J A R C H I T E C T S AT T N : M R . J O H N M A N U E L 60 1 S t . H E L E N S A V E . TA C O M A , W A 9 8 4 0 2 WA L K E R ' S R E N T O N SU B A R U WALKER'S RENTON SUBARU A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIAN CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON L. WALKER L. WALKER JOB NO. 24-165 CL I E N T : Z:\Shared\McInnis Engineering Files\2024 Proposals-Projects\24-165 - HHJ - Walker's Renton Subaru Survey\Survey\Signed Documents\20250318-Final Draft-Boundary and Topographic Survey\24-165 Survey Base.dwg 3/18/2025 1:42 PMPlotted:File:Plotted By: Larry AS NOTED 1 02 / 0 7 / 2 0 2 5 SU P P L E M E N T E D O R I G I N A L TO P O G R A P H I C S U R V E Y W I T H NO R T H E R L Y H A L F O F S W 1 2 T H S T RE C E I V E D T I T L E R E P O R T S F O R AL L P A R C E L S S H O W N H E R E O N AN D A D D E D E A S E M E N T S CO N T A I N E D T H E R E I N 2 03 / 1 8 / 2 0 2 5 SH E E T M A T C H L I N E SE E S H E E T S V - 1 1 F O R C O N T I N U A T I O N SHEET MATCHLINE SEE SHEET SV-09 FOR CONTINUATION LINE IS 1" AT FULL SCALE FOR 22" X 34" SHEET SCALE: 1" = 10' 10050 20