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HomeMy WebLinkAboutReg 2024-03-04 Item 4G - Turnover Acceptance - Brixx Storage Facility with Tukwila SSP LLC ($86,215 Value of Transferred Assets)COUNCIL AGENDA SYNOPSIS Initials Meeting Date Prepared lr}, 1 Mayor's review Council review 03/04/24 ITEM INFORMATION ITEM No. 4.G. STAFF SPONSOR: HARI PONNEKANTI ORIGINAL AGENDA DATE: 03/04/24 AGENDA ITEM TITLE Lift Design Station No. 2 Structural Modifications Agreement CATEGORY ❑ Discussion Mtg Date Motion Date 03/04/24 ❑ Resolution Mtg Date ❑ Ordinance Mtg Date ❑ Bid Award Mtg Date ❑ Public Hearing Mtg Date ❑ Other Mtg Date II Mtg SPONSOR ❑Council ❑Mayor HR DCD Finance Fire ❑TS P&R ❑Police 11P1F ❑Court SPONSOR'S The Tukwila SSP, LCC project for the Brixx Storage Facility is complete. As conditions of the SUMMARY Public Works permit, Tukwila SSP, LLC has constructed required sidewalk and storm drainage infrastructure and is dedicating right-of-way as part of their required frontage improvements under: 1) Perpetual Stormwater Easement and Bill of Sale, 2) Perpetual Sidewalk and Stormwater Easement and Bill of Sale and 3) Right of Way Dedication Deed. Accept turnover and dedication amounting to $86,215 at no cost to City. REVIEWED BY 0 Trans&Infrastructure CommunitySvs/Safety Finance Comm. ❑ Planning/Economic Dev. Arts Comm. Parks Comm. ❑ Planning Comm. COMMITTEE CHAIR: ARMEN PAPYAN ❑ LTAC DATE: 02/26/24 RECOMMENDATIONS: SPONsoR/ADMIN. COMMIFIEE Public Works Department Unanimous Approval; Forward to Regular Consent Agenda Meeting COST IMPACT / FUND SOURCE EXPENDITURE REQUIRED AMOUNT BUDGETED APPROPRIATION REQUIRED $0 $0 $0.00 Fund Source: Comments: MTG. DATE RECORD OF COUNCIL ACTION 03/04/24 MTG. DATE ATTACHMENTS 03/04/24 Informational Memorandum dated 02/21/24 Perpetual Stormwater Easement and Bill of Sale Packet Perpetual Stormwater and Sidewalk Easement and Bill of Sale Packet Right of Way Dedication Deed Minutes from Transportation and Infrastructure Committee meeting of 02/26/24 107 108 City of Tukwila Thomas McLeod, Mayor Department of Community Development - Nora Gierloff, AICP, Director TO: Transportation & Infrastructure Services Committee FROM: Hari Ponnekanti, PW Director BY: Cherie Du, Development Review Engineer CC: Mayor McLeod DATE: February 21, 2024 SUBJECT: Turnover of Infrastructure and Dedication of Right -of -Way Tukwila SSP, LLC (Brixx Storage) ISSUE Accept turnover of sidewalks and storm drainage improvements; and dedication of right-of-way from Tukwila SSP, LLC (Brixx Storage) BACKGROUND The Tukwila SSP, LCC project for the Brixx Storage Facility is complete. As conditions of the Public Works permit, Tukwila SSP, LLC has constructed required sidewalk and storm drainage infrastructure and is dedicating right-of-way as part of their required frontage improvements. This has been filed under three separate documents: 1) Perpetual Stormwater Easement and Bill of Sale, 2) Perpetual Sidewalk and Stormwater Easement and Bill of Sale and 3) Right of Way Dedication Deed. DISCUSSION The proposed public improvements have been constructed to City standards and inspected by Public Works staff and are ready for turnover. Dedication of right-of-way is necessary for the half -street improvements that were constructed along S 143rd PI. FISCAL IMPACT The value of the transferred improvements from Tukwila SSP, LLC to the City totals $86,215: $33,745 for the stormwater infrastructure constructed across the neighbor's frontage and $52,470 for the sidewalks and stormwater infrastructure constructed across Tukwila SSP, LLC's frontage. There will be no expense to the City for accepting the 1) Perpetual Stormwater Easement and Bill of Sale, 2) Perpetual Sidewalk and Stormwater Easement and Bill of Sale and 3) Right of Way Dedication Deed. RECOMMENDATION Council is being asked to authorize the Mayor to sign the turnover documents and consider this item on the Consent Agenda at the March 4, 2024 Regular Meeting. Tukwila City Hal! • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov 109 Page 2 ATTACHMENTS Perpetual Stormwater Easement and Bill of Sale Packet Perpetual Stormwater and Sidewalk Easement and Bill of Sale Packet Right of Way Dedication Deed INFRASTRUCTURE Neighbor's Frontage • 12" PVC Storm Pipe — 423 LF • CB Type ll x 3 • 8" Ductile Iron Pipe (DI) — 16 LF • CBTypeIx1 Subtotal: $33,745 Tukwila SSP, LCC Frontage • Curb, Gutter, Sidewalks — 617 LF • CB Type I x 3 • CB Type ll x 2 • 12" PVC Storm Pipe — 414 LF Subtotal: $52,470 Total Value: $86,215 NOTE: All Brixx Storage Development Files are available at the Department of Community Development Permit Center. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov 110 CITY OF TUKWILA CAPITAL ASSET ACQUISTION FORM INSTRUCTIONS. The Owner or Owner's Representative completes this form for transfer of a capital item to the City. The City Clerk processes the form. TRANSACTION. 1. El DEVELOPER'S AGREEMENT Name: Council Action Dated: 2. El BILL OF SALE Total Construction Cost of Capital Asset: $ 33,745 Grantor: Grantee: Tukwila SSP LLC 3. El OTHER Description: Stormconnection for Tukwila Storaae off site stormwater ASSET DESCRIPTION. [ ] Water Off site storm water line 0 Sewer ©✓ Storm 0 Curb/Gutter/Sidewalk 0 Other I certify that to the best of my knowledge the above information is true and accurate. Signature — Department Head Date I hereby approve the acceptance of the named asset(s) on behalf of the City. Mayor Date Note: Assets over $40,000 in value require Council action and approval. By council action at a council meeting dated 20 0, the above assets were accepted. Council President ATTEST: City Clerk Date Date DOCUMENTATION ATTACHED: 8 Turnover Request Letter ID Bill of Sale 8 Easements 8 Material List 8 Title Report ID Record Drawings 8 ROW dedication 8 Other: DISTRIBUTION LIST: 8 City Clerk ID Utility Asset Acctg. ID Maint. Div I Utility 111 112 Return Address: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 PERPETUAL STORMWATER EASEMENT AND BILL OF SALE Reference Number(s) of Related Documents: 20230221000820 Grantor(s): 1) Magellan Creek Partners, LLC, a Washington limited liability company 2) Methow Cutthroat, LLC, a Washington limited liability company 3) Tukwila SSP LLC, a Delaware limited liability company Grantee(s): City of Tukwila, a Washington municipal corporation Legal Description (abbreviated: i.e., lot, block, plat or section, township, range): Ptn of Puget Sound Electric Railroad ROW in NE 1/4 Sec 32 and SE '/4 Sec 14, T23N, R4E ® Full legal description on Exhibits B Assessor's Property Tax Parcel/Account Number(s): 000280-0013 Reference Number(s): 20230221000820 {21568/0004/03212634-2} PAGE 1 OF 8 113 Perpetual Stormwater Easement For and in consideration of sum of TEN DOLLARS ($10.00), and other good and valuable consideration, receipt whereof is hereby acknowledged, the undersigned, Magellan Creek Partners, LLC, a Washington limited liability company ("Magellan"), and Methow Cutthroat, LLC, a Washington limited liability company ("Methow") (collectively "Property Owner"), the owners of the real property legally described on the attached and incorporated Exhibit A (the "Property"), hereby convey and grant to the City of Tukwila, a Washington municipal corporation, ("Grantee") a perpetual, non-exclusive easement in, along, upon, over, under, and across a ten -foot wide portion of the Property (the "Stormwater Easement Area"), the centerline of which is the centerline of a 12-inch PVC and an 8-inch DI stormwater line connecting catch basins located within the public right of way known as S. 143rd Place to an existing catch basin located within the public right of way known as S. 144th . Street (said stormwater line and appurtenances, the "Improvements"). Said easement alignment follows from CB 3A to CB 3 to CB 1 to the existing CB, as shown in Exhibit B. Said easement is granted for the use, maintenance, repair, inspection, expansion, testing, and replacement, of the Improvements, together with all connections and appurtenances thereto, as well as reasonable rights of ingress and egress. Tukwila SSP LLC, a Delaware limited liability company ("Improvement Owner") and Property Owner shall have the right to drain surface water to and through the Improvements as necessary to facilitate the collection and flow of stormwater in accordance with applicable law, and Property Owner shall have the right to use the Stormwater Easement Area for all purposes to the extent consistent with the foregoing easement. The Improvements are depicted on the attached and incorporated Exhibit B. The easements and maintenance obligations set forth in that certain Stormwater Management and Temporary Construction Easement Agreement between Property Owner and Improvement Owner recorded under recording number 20230221000820 in the records of King County, Washington, are hereby superseded and replaced entirely with those set forth in this Stormwater Easement. Bill of Sale Improvement Owner hereby does by these presents hereby dedicate, convey, setover, assign, transfer and warrant to the City of Tukwila, a Washington municipal corporation ("Grantee"), the Improvements, to have and to hold the same for the said Grantee, its successors and assigns forever. The Improvements shall include Stormwater utilities constructed within the above described easement along with those constructed within the South 143rd Place and South 144th Street rights -of -way, as shown on Exhibit B. Improvement Owner hereby covenants that it is the lawful owner of said Improvements; that the same is free from all encumbrances; that all bills for labor and material associated with the same have been paid; that it has the right to sell the same as aforesaid; that it will warrant and defend the same against the claims and demands of all persons and will pay any costs, including reasonable attorneys incurred by Grantee, arising out of any such claim or demand. The Improvements and related easement are hereby conveyed in consideration of the agreement of Grantee, for itself, its successors and assigns, to accept ownership of the Improvements and to maintain the same as provided for in applicable city ordinances. {21568/0004/03212634-2) PAGE 2 OF 2 4868-6236-4548, v. 1 114 [Remainder of page intentionally left blank; signatures on following pages] {21568/0004/03212634-2} PAGE 3 of 2 4868-6235-4548, v. 1 115 IN WITNESS WHEREOF, said persons have caused this instrument to be executed this , day of , 2024. STATE OF WASHINGTON ) COUNTY OF ) ss. PROPERTY OWNER: Magellan Creek Partners, LLC, a Washington limited liability company By: Stan Snow, Manager This record was acknowledged before me on (date) by Stan Snow as Manager of Magellan Creek Partners, LLC. Name: NOTARY PUBLIC, State of Washington Notarial Stamp/Seal My appointment expires {21568/0004/03212634-2} PAGE 4 OF 8 116 PROPERTY OWNER (continued): Methow Cutthroat, LLC, a Washington limited liability company By: Doug Klein, Manager STATE OF WASHINGTON ) ) ss. COUNTY OF ) This record was acknowledged before me on (date) by Doug Klein as Manager of Methow Cutthroat, LLC. Name: NOTARY PUBLIC, State of Washington Notarial Stamp/Seal My appointment expires {21568/0004/03212634-2} PAGE 5 OF 8 4868-6235-4548, v. 1 117 IMPROVEMENT OWNER: Tukwila SSP LLC, a Delaware limited liability company ugh, Authorized Agent STATE OF UV% COUNTY OF SA &1 LA This record was acknowledged before me on J% i/y O-,1 2 'date) by Brett McDonough as Authorized Agent of Tukwila SSP LLC. ss. NO FAR) I'f:i i)elrir Daman EIlingi. n ' 144Nf 1 tii) f 4,Enmbssion Expires I2/05/2f i27 IATE OF UTAii Notarial Stamp/Seal 11 me: he(' C Qs 4W► ETKAAAJ1771,1J NOTARY PUBLIC, State of O-04-t/-fi My appointment expires 12, / ° 5 / 3% {21568/0004/03212634-2} PAGE 6 OF 8 4868-6235-4548, v. 1 118 DATED this day of , 2024. GRANTEE: City of Tukwila Name: Title: Attest/Authenticated: City Clerk Approved As To Form by City Attorney STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day of , 2024, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared , known to me to be the of the City of Tukwila, the municipal corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said municipal corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year above written. Name: NOTARY PUBLIC, State of Notarial Stamp/Seal My appointment expires {21568/0004/03212634-2} PAGE 7 OF 8 119 Exhibit A Legal Description of Property THAT PORTION OF THE PUGET SOUND ELECTRIC RAILROAD RIGHT-OF-WAY IN THE NORTHEAST QUARTER OF SECTION 23 AND THE SOUTHEAST QUARTER OF SECTION 14, BOTH IN TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. IN KING COUNTY, WASHINGTON, BOUNDED ON THE NORTHEAST BY MAULE AVENUE, ON THE SOUTHWEST BY SR 181, ON THE SOUTHEAST BY RIGHT-OF-WAY NO. 3 AND ON THE NORTHWEST BY RIGHT-OF-WAY NO. 4, BOTH RIGHTS -OF -WAY AS DESCRIBED IN KING COUNTY RECORDING NO. 6557639; EXCEPT THAT PORTION CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED MAY 08, 2007 UNDER RECORDING NO. 20070508000863, IN KING COUNTY, WASHINGTON. {21568/0004/03212634-2} PAGE 8 OF 8 120 Exhibit B Depiction of Improvements {21568/0004/03212634-2} PAGE 9 OF 8 4868-6235-4548, v. 1 121 C9 4 STA, 11f1T, 1266'LT apt2-48: RIM 2.3148 QV 1817 NV t2'8-qV 1207(E) 8'1E R1 1822 (N) 12' 01 OUT 17.As J.RE 12'PIE B 120007 (MATO/ EL GRAZE) ELF 8' Of 0 A0281 STA (WIZ 21. Rr ER- 1, MN 2248 .F OUT 2898 (»I9) PROPOSE) ASfl14LT 01117 DC GRAM AAPx1NO AREA EC RETAXWG INTERURBAN AVENUES MIL (EP) shoo (PUBLIC RIGHT-OF-WAY) .�5'��i R=1000.0 LF17'05'10' 1=298. pFc 3 �� s ‘791 CB i 4 l76071.22 F.-J2887020T T17'F 2-48: SOLE LOCAWG L07 1! 229 !2' ; AV 1589 (ARV 12'010.Yr 1581 (W) ,c �. TUKWILA SELF STORAGE STORMWATER COVENANT EXHIBIT `B' CB 3 151.1761111.91 E•128855815 Tmt 2-48: SOW LCrA28C 118 A812478 re 1 AI 17.53 (Ai 1 8' 081 2245 IV 12' ,F WT 17.19 (SE) PAGE 10F1 121 DD NE 145th St., Suite 30D camBothell, Washington 9801 1 DESIGN 425.885.7877 Fax 425.885.7963 ENGINEERING -PLANNING -SURVEYING-L.A. JOB NO. 19173 12' .F are MELT TO ad�.. l� i >�� OWaP Ex GRADE) 47"Iy 2314.07 REF11 — 80r 12' 8141ER WIN 1878 (EX.) 1LP 12' So 1805 PROJECT NAME: BRX Tukwila Self Storage PERMIT NO: D21-0154 MATERIAL LIST DESCRIPTION (length, size, material & type) QUANTITY AVERAGE UNIT COST DATE INSTALLED SERVICE LIFE TOTAL (YRS) ORIGINAL COST TOTAL DEPRECIATION PER YEAR ACCUMLATED DEPRECIATION 12" STORM PIPE (PVC) 423 LF $65.00 5/2023 50 YRS $27,495 $403.00 CB Type II - 48" Concrete 3 EA $1,500 5/2023 50 YRS $4,500 $60.00 8" DUCTILE IRON PIPE (DI) 16 LF $25.00 5/2023 50 YRS $400 $8.00 CB TYPE 1 1 EA $1,350 5/2023 50 YRS $1,350 $27.00 TOTAL COSTS: $33.745 SIGNED: DATED: N SW1/4, SE1/4, SEC. 14, TWP. 23 /V., RGE. 4 E., W.M. w H 0 OO 02 PM J.. \ 2019 \ 19173 ENGINEERING AS -BUILT \SHEETS \ 19173 C4. 02.DWG SEE SHEET C4, 01 CB 4 STA. 117L11, 1266' LT TYPE 2-48'; RIM 23.48 8"IEIN 19.17(NW) 12"IEIN 19.07(E) 6"lE/N 19.22 (N) 12" lE OUT 1785 (SW) 33LF 12" PVC 0 0.0097 (MATCH EX GRADE) FINISH GRADE CONTOUR (TYP) BOT 12" SD 1785 TOP 12" SS 12.08 (EX) BOT 12" WATER MAIN 19.55 (EX) TOP 12" SD 18.79 52+, 00 53+00 30 20 10 SHEE C4.0_V/ CB JA STA. 11 f 12, 21.43' RT TYPE 1, RIM 23.48 4&' es' lE OUT 20.90 (NW) _ . _ 54+00 R=1000.00 A=17'05'10" L=298.21 REF.1 CB N. 176320.91 E.• 1288558.15 TYPE 2-48': SOLID LOCKING LID RIM 24.78 12" lE /N 17.53 (NE) 8" lE /N 20.45 (SE) 12" IE OUT 1739 (SE) w ^ o� oti � EXIS, 0 Ph 0+50 1+00 1+50 o co 0 • ��`�o� Jv o. ( 5) -- �� ��c,�. EXIST/NG GROUND CONTOUR (TYP) PROPOSED ASPHALT OVER EX GRAVEL PARKING AREA INTERURBAN AVENUE S (PUBLIC RIGHT-OF-WAY) 55+00 CB 1 N. 176071.22 E.• 1288702.07 N TYPE 2-48'; SOLID LOCKING LID RIM 2229 12"lE/N 15.98 (NW) 12" lE OUT 15.81 (SE) EX RETAINING WALL (TYP) 5Sf79 N2123'47"w 2314.0 R 12"lE 15.18 (MATCH EX GRADE) --�-2' ss BOT 12" WATER MAIN 16.78 (EX) TOP 12" SD 16.03 28LF 12" PVC 0 0.0225 VG GROUND - ' (TYP) WATER MAIN AFOAM AT C tiff CB EX 1 288LF 12" PVC 0 0.0049 OFF- HO VE ITE STORM Z. SCALE: 1 "-30' T. SCALE 1 "=5' so NI- 2+00 2+50 3+00 3+50 30 20 OSS/NG 10 4+00 4+27 SCALE: 1" = 30' 0 15 30 60 RECORD DRAWINGS RECORD DRAWINGS REVISIONS REVISED WALL TO CAST IN PLACE REVISED STORM FOR UTTL/TY CONFLICTS PARKING STALL REMOVAL VAULT REWS/ON STORM REINS/ON - UTILITY CONFLICT OFFSITE STORM AND CURB REINS/ON DRIVEWAY REMISED FOR GATE ENTRANCE REVISED ONSITE STORM 0 z ‘1 ro Wco 0O co N O SEE STAMP DATE DESIGNED PRESTON J. LONGOM, P.E. MARY MOORE z 0 APPROVED PRESTON J. LONGONI,, P.E. GARY SHARNBROICH, P.E. PROJECT MANAGER SHEET C4.02 OF N \() UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU D/G.i 1-800-424-5555 (811) 12 25 PROJECT NUMBER 19173 J:\2019\19173\Engineering\As-Built\Sheets\19173 C4.02.dwg, 9/22/2023 1:02:15 PM, DWG To PDF.pc3 126 CITY OF TUKWILA CAPITAL ASSET ACQUISTION FORM INSTRUCTIONS. The Owner or Owner's Representative completes this form for transfer of a capital item to the City. The City Clerk processes the form. TRANSACTION. 1. El DEVELOPER'S AGREEMENT Name: Council Action Dated: 2. © BILL OF SALE Total Construction Cost of Capital Asset: $ 33,745 Grantor: Grantee: Tukwila SSP LLC 3. El OTHER Description: Stormconnection for Tukwila Storaae off site stormwater ASSET DESCRIPTION. [ ] Water Off site storm water line 0 Sewer © Storm 0 Curb/Gutter/Sidewalk 0 Other I certify that to the best of my knowledge the above information is true and accurate. Signature — Department Head Date I hereby approve the acceptance of the named asset(s) on behalf of the City. Mayor Date Note: Assets over $40,000 in value require Council action and approval. By council action at a council meeting dated 20 0, the above assets were accepted. Council President ATTEST: City Clerk Date Date DOCUMENTATION ATTACHED: 8 Turnover Request Letter ID Bill of Sale 8 Easements 8 Material List 8 Title Report ID Record Drawings 8 ROW dedication 8 Other: DISTRIBUTION LIST: 8 City Clerk ID Utility Asset Acctg. ID Maint. Div I Utility 127 128 Return Address: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 PERPETUAL SIDEWALK EASEMENT AND BILL OF SALE Reference Number(s) of Related Documents: n/a Grantor(s): Tukwila SSP LLC, a Delaware limited liability company Grantee(s): City of Tukwila, a Washington municipal corporation Legal Description (abbreviated; i.e., lot, block, plat or section, township, range): PTN SW 1/4 SE 1/4 SEC 14, TWP 23 N, RGE 4E ® Full legal description on Exhibit A Assessor's Property Tax Parcel/Account Number(s): 336590-1690 {2156810004/0343106f-5} { 129 Perpetual Sidewalk Easement For and in consideration of sum of TEN DOLLARS ($10.00), and other good and valuable consideration, receipt whereof is hereby acknowledged, the undersigned, Tukwila SSP LLC, a Delaware limited liability company ( "Owner"), the owner of the real property legally described on the attached and incorporated Exhibit A (the "Property"), hereby conveys and grants to the City of Tukwila, a Washington municipal corporation, ("Grantee") a perpetual, non-exclusive easement in, along, upon, over, under, and across the subject property, as shown and/or described on the attached and incorporated Exhibit B (the "Easement Area"). The public has the right of ingress and egress over, along, across and upon on the Easement Area for the purpose of making use of the sidewalks (the "Improvements"), which are depicted on the attached and incorporated Exhibit B. Grantee, or designee, has the right of ingress and egress over, under, in along, across and upon the Easement Area for the purposes of construction, operation, maintenance, repair and replacement of certain improvements including without limitation utilities, street lights and poles, related foundation structures and electrical lines and connections servicing the street lights and poles, sidewalks, related foundations and landscaping in respect of the Improvements on the Easement Area or adjacent right-of-way. Neither Grantor nor any other owner of Grantor's Property shall (a) erect any structure on, under, or over the Easement Area without the prior written approval of Grantee, which Grantee shall not withhold unreasonably, or (b) take or permit any other action, or omit to take any action, any of which has or would have the effect of interfering with access or use of Easement Area, including but not limited to, Grantee's right of ingress and egress and the publics' the right to use the sidewalk. Bill of Sale Owner hereby does by these presents hereby dedicate, convey, setover, assign, transfer and warrant to the City of Tukwila, a Washington municipal corporation ("Grantee"), the Improvements, to have and to hold the same for the said Grantee, its successors and assigns forever. Owner hereby covenants that it is the lawful owner of said Improvements; that the same is free from all encumbrances; that all bills for labor and material associated with the same have been paid; that it has the right to sell the same as aforesaid; that it will warrant and defend the same against the claims and demands of all persons and will pay any costs, including reasonable attorneys incurred by Grantee, arising out of any such claim or demand. The Improvements and related easement are hereby conveyed in consideration of the agreement of Grantee, for itself, its successors and assigns, to accept ownership of the Improvements and to maintain the same as provided for in applicable city ordinances. [Remainder of page intentionally left blank; signatures on following pages] {21568/0004/03431061-5 } { 130 IN WITNESS WHEREOF, said persons have caused this instrument to be executed this r day of J,q.,nr d , 2-07,4 • • • OWNER: Tukwila SSP LLC, a Delaware limited liability company Bv• ett ugh, Authorized Agent STATE OF U-I4i ) ) ss. COUNTY OF T WIC This record was acknowledged before me on c)A J+1e z°(clate) by Brett McDonough as Authorized Agent of Tukwila SSP LLC. NOT.AR} MALI( I)}Irie Damon Ellingson 73449f I unamssion Expires 124,5)2027 STATE OF UTAH Notarial Stamp/Seal { 21568/0004/03431061-5 } { anne: U D L4U L 1)&403 FU+%,U 6$1704J NOTARY PUBLIC, State of OTA-4 My appointment expires it/05 /7°277 131 DATED this day of GRANTEE: City of Tukwila Name: Title: Attest/Authenticated: City Clerk Approved As To Form by City Attorney STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day of , 2024, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared known to me to be the of the City of Tukwila, the municipal corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said municipal corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year above written. Name: NOTARY PUBLIC, State of Notarial Stamp/Seal My appointment expires {21568/0004/03431061-5 } 1 132 Exhibit A Legal Description of Property THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., DESCRIBED AS FOLLOWS BEGINNING AT THE SOUTHEAST CORNER OF LOT 7 BLOCK 17, HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 24, IN KING COUNTY, WASHINGTON; THENCE N08° 36'31"E, ALONG THE EAST LINE OF SAID LOT, 250.00 FEET TO THE NORTHEAST CORNER OF SAID LOT AND THE SOUTHERLY MARGIN OF SOUTH 143RD STREET; THENCE N81 °23'38"W, ALONG SAID SOUTHERLY MARGIN AND THE NORTH LINE OF SAID BLOCK 17, A DISTANCE OF 384.27 FEET TO THE NORTHWEST CORNER OF SAID BLOCK AND THE MOST EASTERLY CORNER OF RIGHT OF WAY #5 AS DESCRIBED IN QUIT CLAIM DEED RECORDED UNDER KING COUNTY RECORDING NUMBER 6557639; THENCE S49°35'08"W, ALONG THE SOUTHEAST MARGIN OF SAID RIGHT OF WAY, 60.32 FEET TO THE EASTERLY MARGIN OF INTERURBAN AVENUE SOUTH AND A POINT OF NON -RADIAL INTERSECTION WITH A 2924.79-FOOT RADIUS CURVE TO THE RIGHT, THE CENTER OF WHICH BEARS S49°35'08"W; THENCE SOUTHEASTERLY, ALONG SAID CURVE AND MARGIN, THROUGH A CENTRAL ANGLE OF 01°55'54", A DISTANCE OF 98.61 FEET TO A POINT OF TANGENCY; THENCE S38°28'57"E, CONTINUING ALONG SAID MARGIN, 183.95 FEET TO A POINT OF TANGENCY WITH A 1060.00-FOOT RADIUS CURVE TO THE RIGHT; THENCE SOUTHERLY, ALONG SAID CURVE AND CONTINUING ALONG SAID MARGIN, THROUGH A CENTRAL ANGLE OF 01 °20'02", A DISTANCE OF 24.68 FEET TO A POINT ON THE NORTHWEST LINE OF RIGHT-OF-WAY #4 AS DESCRIBED IN SAID QUIT CLAIM DEED; THENCE N55°26'02"E, ALONG SAID MARGIN, 54.26 FEET TO A POINT OF RADIAL INTERSECTION WITH A 2936.33-FOOT RADIUS CURVE CONCAVE TO THE SOUTHWEST AND THE MOST NORTHERLY CORNER OF SAID RIGHT OF WAY #4; {21568/0004/03431061-5 } { 133 THENCE SOUTHERLY, ALONG SAID CURVE AND THE NORTHEASTERLY MARGIN OF SAID RIGHT-OF-WAY, THROUGH A CENTRAL ANGLE OF 00°53'15", A DISTANCE OF 45.48 FEET TO THE NORTH MARGIN OF SOUTH 143RD PLACE AND THE SOUTH LINE OF SAID BLOCK 17; THENCE S81°23'38"E, ALONG SAID MARGIN AND LINE 127.44 FEET TO THE POINT OF BEGINNING. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. t21568/0004/03431061-5) 134 Exhibit B Depiction/Description Easement Area and Improvements CORE DESIGN, INC. Bothell WA 98011 Core Project No: 19173 12115/2023 Exhibit "B" Legal Description — Sidewalk & Utility Easement The northerly 7.00 feet of the southerly :2.00 feet of the easterly 150.00 feet of City of Tukwila Boundary Line Adjustment Number L20-0017, recorded under Recording Number 20210817900001, records of King County, Washington: TOGETHER WITH that portion of said Boundary Line Adjustment Parcel described as follows: BEGINNING at the northeasterly corner of said Parcel and a point an the southerly right-of-way margin of South 143rd Street; thence S08°36'31 "W. along the easterly line of said Parcel, 7.50 feet to the southerly line cf the northerly 7.50 feet of said Parcel; thence N81 `23'38"tip+, along said southerly line, 351.56 feet: thence S73`23'31 "W 68.47 feet: thence S48220'16"W 10.00 feet: thence S29°51'52"W 3.69 feet to the northeasterly margin of Interurban Avenue South as conveyed to the City of Tukwila by deed, King County Recording Number 20050210001490, and a point an the southwesterly line of said Parcel: thence the following three courses and distances along the southwesterly and northerly lines of said Parcel: thence N40'22'499W, along said margin, 3.44 feet to the southeasterly margin of public right-of- way conveyed to the City of Tukwila by deed. King County Recording Number 6557639; thence N49235'08''E, along said southeasterly margin. 60.32 feet to the southerly margin of said South 143rd Street; thence S81 °23'38''E, along said margin, 384.26 feet to the POINT OF BEGINNING. Contains 4,493± Square Feet (0.1031± Acres) 1 2115,'_ 135 {5-1901£1E0/b000/S9SIZ) ,0 5° �� .N48'2C°16"E '0.00 N29'51'52"E 3.69 1?0'W f 5 'ER REC. 4 Na 6557639� ','M)TH VARIES) ,h�5 N 40'22'49"W ' 3.44 SCALE: 1" = 60' TUKWILA SELF STORAGE PUBLIC WALK & UTILITY EASEMENT EXHIBIT PAGE 1OF1 12192tYE f551.t. Sr.. Suitt, �?nna WaRti ;!nn 98011 425.585. 7877 Fax 425 8851963 ENGi' EEr iNG -PLANNING - SU.RvEY1h'G-LA. JOB NO_ 191 73 , �E�T (SUB EXISTING STRUCTURE �8123'38"14i 351.56 PUBUC SIDEWALK & UTILITY EASEMENT TO THE CITY OF TUKWILA iUIL I A BLA L20-0017 REC. NO. 20210817900001 CONVEYED TO THE CITY OF TLKWlLA wEP PEu. Na 2L05021000,490 1215'23 fFEEfE.41. POINT Cr -BEGINNINC N081i3.31"E 7.50 ?so' PUBLIC SICEivALK UTILITY EI SEmENT To THE CITY OF TiJ1(V,1LA -- L00 �� — 5.04 1 ,_ (TC NE DEEDED AS i —0--W) PROJECT NAME: BRX Tukwila Self Storage PERMIT NO: D21-0154 MATERIAL LIST DESCRIPTION (length, size, material & type) QUANTITY AVERAGE UNIT COST DATE INSTALLED SERVICE LIFE TOTAL (YRS) ORIGINAL COST TOTAL DEPRECIATION PER YEAR ACCUMLATED DEPRECIATION 12" STORM PIPE (PVC) 423 LF $65.00 5/2023 50 YRS $27,495 $403.00 CB Type II - 48" Concrete 3 EA $1,500 5/2023 50 YRS $4,500 $60.00 8" DUCTILE IRON PIPE (DI) 16 LF $25.00 5/2023 50 YRS $400 $8.00 CB TYPE 1 1 EA $1,350 5/2023 50 YRS $1,350 $27.00 TOTAL COSTS: $33.745 SIGNED: DATED: W 00 SW1/4, SE1/4, SEC. 14, TWP. 23 /V., RGE. 4 E., W.M. - VERTICAL CURB AND ` GUTTER WITHIN L=87.831 R= 17Z2 080 d=0�50.3235 0+73..8; 20.00' RT \ BEG//V C , TER, SIDEWALK 0 \\2z 0 \ p0 \ /p 0+00.00, S 143RD ST = 49+76.64, INTERURBAN AVENUE S FRONTAGE (TYP.) 11-202 1+64.16, 20.66' RT 23. 5N i 7 I'L 22.99 R=5.00 A=4500'00" L=3.93 10+00.00, S 143RD PI = 53132. 92, INTERURBAN AVENUE S N812329 "W 20.00 23.00 22 80 2.92 22.64 `11 25.88 4 STEPS 10229 N/ 7 30+00.66, DRIVE B = 1+84.85, S 143RD ST 22- SEE SEC110N F-F, SHEET C3.32 2f0� I TOP: 3.4 TOE '18 PROPOSED CAST IN PLACE RETAINING WALL, PER PLANS BY OTHERS D STREET GHT-OF 4 Y) TOP: 20.8 TOE 19.5 TOP: 23.5 TOE 19.5 R=32' k 1Og 7 0 F TOP: 23.5 'WE 19.5 EX 100- YR FLOODPLAIN BOUNDARY, BFE.• 22.6' I L 56.942, R=74.000 d=044.0885 FF ELEV 23.75 • 23.65 PROPOSED SAW CUT LINE (TYP.) ASPHALT SAW CUT WIDTH AND LENGTH TO BE DETERMINED IN FIELD BY CITY INSPECTOR SEE SEC17ON A -A, SHEET C3.31 SEE SEC110N G-G, SHEET C3.32 Z' TOP.• 23.5 TOE 19.5_ PROPOSED 23.65 CONCRETE (TYP) L PROPOSED ASPHALT (TYP) 11 f 03.26, 18.03' LT PT - 2 STEPS N812,329'11, 825 SEE SEC170N B-B, - \ SHEET C3.31 \\ \ • 23' 7' L \ 22.95 12+2 END & SIDE A 20.51 4+69.10, S 143RD ST TOP: 20.4 TOE 19.5 SHEET C3.32 END CURB, GUTTER, & SIDEWALK SMOOTH ASPHALT RAMP (81 MAX.) et TRANSI170N TO EX ASPHALT PROPOSED KEYSTONE RETAINING WALL, PER DETAIL ON SHEET TOE 19.5 TOP: 22.5 TOE 19.5 'TOE 19.5 TOP: 22.4 TOE: 19.5 TOP. 21,84- TOE 19.5 LOW PT 21.34 SHEET C3.32 GLITTER ALONG EAST PARKING STALLS ONLY FINISH GRADE CONTOUR (TYP) EXISING GROUND CONTOUR (7)19) HIGH PT IN FLOWLINE 22.57 LOW PT 2202 SHEET C3.32 EXTRUDED CONCRETE CURB ON -SITE WHERE S .143RD PLACE SMOOTH ASPHALT RAMP (8Z MAX.) TRANS1770N TO EX ASPHALT -22- 0 15 30 60 SURFACE LEGEND 20 21 EXIS17NG GROUND CONTOUR MAN EXISIING GROUND CONTOUR MINR RNISH GRADE CONTOUR MAR RNISH GRADE CONTOUR MINR EARTHWORK QUANTITIES OVERALL SITE FILL: 730 CY Hi THIN FLOODPLAIN FILL: 132 CY COMPENSATORY STORAGE 141 CY NOTES 1. ROUND METAL DRAINAGE MARKERS ARE REQUIRED AT EACH CB 'NO DUMPING/DRAINS TO RIVER" RECORD DRAWINGS RECORD DRAWINGS in in PLANNING SURVEYING k cif) °ZS SEE STAMP DATE DESIGNED PRESTON J. LONGONI, P.E. MARY MOORE GARY SHARNBROICH, P.E. PROJECT MANAGER SHEET • • UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG/ 1-800-424-5555 (811) • OF 6 25 PROJECT NUMBER 19173 • PM J.- \ 2019 \ 79773 \ ENGINEERING \ AS-BUIL T \ SHEETS \ 19173 C4.01. DWG 17/30/2023 3-11 - CB ;824'ET �fu1EL-22749 B=LB.I(E IE=2-0729 SSM ;82431' RIM EL 22.64 12"DI(E)IE=N 39 =10.1.8 DI(NW)IE=10.0 VAULT (UNKNOWI'1 TYPE) \ \ "STOP' CB TYPE 1, (AS-BL T.) RIM 2351 12'D/ /E (W) 20.31 12'D/ /E (E) 20.26 BL/C S /RM/& GACCESS EASEMENT 8212 TYP / RIM EL=23.42 18"DI(SW)IE=20.28 12"DI(NE)IE=20.28 3 CARTRIDGE CONTECH STORMFIL TER.• 2.33'W x 8.75'L NOTE: LID SHALL BE DESIGNED TO SUPPORT OUTRIGGER LOADING CB ,8162 TYPE I RIM EL=24.54 12"DI(SE)IE=20.02 18"DI(NElIE=19.69 CB 17 STA. 30+73, 3 88' RT TYPE 1, RIM 22.76 8" /E /N 19.51 (S) 8" /E OUT 19.51 (N) CB 18 STA. 31+49, 0.00' TYPE 1, RIM 22.45 8" IE OUT 19.93 (N) EXISTING SIDEWALK \, CB #8163, TYPE I RIM EL=24.89 12"DI(NW)IE=21.07 "DI(SE)IE=21.07 CB TYPE 1, (AS-BL T.) RIM 2207 8'D/IE(W) 19.92 6'PVC/E(N) 19.92 22- CB ; 8239 TYPE I -21�-RILEL=22.16 -21��DI(W IE=20 22-8' oNL`(N)IE�2 CB 9 IV. 176450.83 E.• 1288464.43 TYPE 1, SOLID LOCKING LID RIM 23.36 8"IEIN 19.71 (NE) 6" /E OUT 19.96 (SE) (2) 85LF LIMITED /NFIL TRAT/0N TRENCHES CONNECT MINIMUM 8,100 SF OF ROOF AREA. SEE DETAIL ON SHEET C4.34. CB ;8238 TYPE II RIM EL=20.17 6"PVC(N)IE=18.02 8"CONC(S)IE=17.67 12"DI(E)IE=17.27 NO PARKING"--- 2 1LF 8" PVC 0.0033 8"/E19. 1 CB 8 N.17637701 E.• 1288518.53 TYPE 1, SOLID LOCKING L/D RIM 23.20 6"/E/N 19.85(NW) 8" /E OUT 19.85 (NE) ss- CB 4 STA. 11+11, 12 66' LT TYPE 2-48 : RIM 23.48 8"IEIN 19.17(NW) 12" /E /N 19.07 (E) 6"/EIN 19.22 (N) 12" /E OUT 1785 (SW) CB3 STA. 10+94, 16.92' RT TYPE 2-48: SOLID LOCKING LID RIM 24.78 12"IEIN 1753 (NE) 8"/EIN20.45(SE) 12" /E OUT 1739 (SE) CB 16 STA. 1+68, 18.82RT TYPE 2-48: RIM 22.95 8" /E /N 1723 (S) 12" /E /N 1715 (W) 12"IEOUT 1715() 58LF 12" PVC 0 0.0022' REMOVE EX STORM L/NE & SDMH s 24 \ \ CONNECT TO EX 12" CMP (N) BOT 8" SD 1799 TOP 12" SS 11.43 (EX) BOT 8" S , SS 1202 (E CB 3A STA. 11+12, 21.43' RT TYPE 1, RIM 23. 48 8" /E OUT 20.90 (NW) SW1/4, SE1/4, SEC. 14, TWP. 23 /V., RGE. 4 E., W.M. 21 STA. 3+81, 21.94' RT TY. 4 CURB INLET 'RIM 20.00 12"/E/N1714(E)\\ 6"/EIN 1759 (S) 12" IE OUT 1709 (W) \ ti EXISTING GROUND I CONTOUR (TYP) N: 176455.60 E.• 1288471.10 TYPE 1, SOLID LOCKING LID RIM 23. 35 8"/EIN21.30 (NE) 8" lE _OUT 19.75 (SW) 6" /E OUT 19. 90 (SE) 8" CLEANOUT RIM 23. 75 �\ 8"1E20.00 CB ;8196 RIM EL 26.40 12"D SW)IE=23.9 \ ;'- EI FINISH GRADE CONTOUR (TYP) CB 7 N•176380.99 E.• 1288525.07 TYPE 1, SOLID LOCKING LID RIM 23.34 8" /E /N 19. 86 (SW) \ 6" /E /N 20. 00 (NW) 8" IE OUT 20.36 (SE) , 74) 3 F,1, 0 0.009 \ 1LF 8" PVC 0\0. 0195 J ABANDON EX P/PE IN PLACE NO 8AHKIN CB 11A STA. 2+26, 20.49' RT TYPE 2-48: RIM 2223 12" /E 1NI16. 92 (E) 12" /E IN, 1702 (W) 6"IEIN 18.59 (S) EX 12" OUT 16.82 (N) CB 11 TO BE CURB INLET PER C.O.T. STD _- DTL DS-08. SEE . DETAIL THIS SHEET ss 7LF 6_PVC ®0 2,ZZ9 - - 20� 0 r- _ 8"1E18.37 A LT--- 77LF 8" PVC @0.0082 19LF 8 0 0. 0053 4'x6' BIOPOD 8"/E 1730 18LF 6" PVC 0 0. 0433 SEE SHEET C4. e11 SSMH ,80 RIM EL=23G 8"1 (N)IE=11.12 8"DI E)IE=11.11 12"DI(SE)IE=11.10 12"DI(NW)IE=11.00 CB 12 STA. 4+44, 23.96' RT TYPE 1, SOLID LOCKING LID RIM 20.25 12"IEIN 1720 (E) 8"/EIN 1720 (S) 12" /e OUT 1720 (W) SSMH ,8356 RIM EL=19.97 8"DI(N)IE=12.48 "DI(E)IE=12.32 2"DI j} 12.2 UH `� 18LF 8" PVC 0 0. 0583 8 /5 16 5' 7�LF 12" PVC 0 0.0069 I a B 14 STA. 20+30, 0. 96' LT TYPE 1, TRIM 20.34 8" /E OUT 18.24 (S) 62LF 12" D/ 0 0. 0087 CB 13 STA. 5+06, 24.36' RT TYPE 1, SOLID LOCKING L/D RIM 20.69 6" IE /N 1779 (S) 12" IE OUT 1774 (W) 5LF 6" PVC 0 0.3420 4'-/E 19.50 CB 15, STA. 20+84, 43. •9' LT TYPE 1,' RIM 21�36 8"IE,UT18.10(SW)\ GS M SRO SHED 6D 5 -1PG1 (P OHP_ �5t9�ss 22- ALUMINUM SIDED \ TYPE 1, MOBILE STORAGE RIM 22.90 CONTAINER DUROMAXX WO TANK: 8'x24'L 6.0' WO STORAGE DEPTH 0.5' SEDIMENT STORAGE 1.5' FREEBOARD 8' TOTAL DEPTH NOTE: SHALL BE DESIGNED TO SUPPORT OUTRIGGER LOADING. ENGSjR�; CB 6 STA. 22+10, 44.28 TYPE 1, RIM 2215 12" /E OUT 19.. 5 \ CB5 ®� STA. 11+85, 11.92 .I T TYPE 1, .....411.1.71111110 "'lM 2398 127E IN 19.42 (NE) 19.30 (sf / WA 21.00 SD 20.26 1-STORY CO BUILDING BOT 8"SD 18.05 TOP 8" SD 18.72 BOT 4" GAS 18.98 TOP EX WA (.9?) CONTRACTOR TO POTHOLE EX WATER PRIOR TO CONSTRUCTION TO VERIFY THERE ARE NO CONFLICTS. IF CONFLICTS AR/SE, COORDINATE WITH CORE DESIGN ON SOLUTION. BOT 12" SD 1785 TOP 12" SS 1208 (EX) CM CB19'\ \ STA. 21+22, 0.26' RT \ II IE IN 17.67(N) \/ 8°°c /E IN 1775 (NE) 8" IE OUT 17.50 (W) I OHP BACK OF CURB FACE OF CURB FACE OF GUTTER - SCALE: 1" = 30' 0 15 30 60 GENERAL NOTE' ALL OPEN -GRATE CATCH BASINS SHALL HAVE A METAL "NO DUMPING/DRAINS TO RIVER" MARKER INSTALLED NEXT TO THE W. SEE BELOW FOR EXAMPLE MARKER: 1/2" PREMOLDED EXPANSION JOINT FILLER (TYP) BOTTOM FACE OF ()UTTER CONTRACTION JCINTS 3'-3" MIN 5'-9" MAX NORMAL GUTTER FLOW LINE 18" SUMP PLAN VIEW 4" MIN. CURB INLET OPENING TOP - FACE OF CURB TOP FACE OF GUTTER BOTTOM - FACE OF GUTTER BACK - BOTTOM OF CURB �I 6, I� 2 6, � 6 - i FRONT VIEW NOTES: 3'-3" MIN 5'-9" MAX BACK OF CURB FACE OF CURB TOP - FACE OF CURB 4" MIN. CURB INLET OPENING PAVING -(33" )) 1.5% }{ 2.EWALK MATC SECTION A -A DUMMY OR EXPANSION JOINT PERSPECTIVE VIEW SHOWING DEPRESSED GUTTER AT CURB INLET 1. USE FOR GRADES GREATER THAN 10% WITH PREAPPROVAL BY THE DIRECTOR. 2. ALL FABRICATED METAL PARTS SHALL BE HOT -DIPPED GALVANIZED AFTER FABRICATION. 3. CONCRETE SHALL ATTAIN A MIN. COMPRESSIVE STRENGTH OF 4000 PSI IN 28 DAYS. 4. INSTALL STEPS WHEN DISTANCE FROM TOP OF GRATE TO FLOWLINE OF PIPE IS GREATER THAN 3.5 FEET. 5. PRECAST CURB INLET IS PATTERNED AFTER WALT'S CONCRETE SPRINGFIELD, OR CONCRETE CURB INLET PAT. NO. 4000953. City of Tukwila NOT TO SCALE CURB INLET SHEET: DS-08 LAST REVISION: APRIL 2019 APPROVAL: H. PONNEKANTI RECORD DRAWINGS UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU D/G.' 1-800-424-5555 (811) a SURVEYING (E)) k1 Lup 71) (I) SEE STAMP DATE DESIGNED PRESTON J. LONGOM, P.E. MARY MOORE 425.885.7877 co 0 0 0 LLd GARY SHARNBROICH, P.E. PROJECT MANAGER SHEET OF 25 PROJECT NUMBER 19173 SW1/4, SE1/4, SEC. 14, TWP. 23 /V., RGE. 4 E., W.M. w H Q A N OO 30 20 110 77LF8"PVC 0 0.0082 19LF 8" P 0 0.005Y EXISTING GROUND 0 ROAD �' (TYP) C EX/STING ELEV 0 ROAD ' (TYP) 92LF 8" PVC 0 0.0062 rN N 20+50 N QC) PROPOSED ELEV. 0 ROAD ' (TYP) 58LF8"PVC �0 0.0060 DRIVEA HOR/Z. SCALE 1 "30' VERT SCALE 1"=5' � A PROPOSED 0 ROAD GRADE (TYP) 77LF 12" PVC 0 0.0069 Lr 21+00 30 20 10 21+50 22+00 22+50 30 30 21LF 8" PVC 0 0.0033 20 20 10 10 23+00 N 37LF 8" PVC EXISTING GROUND 0.0281 ROAD (TYP) r T L PROPOSED ELEV 0 ROAD �' (TYP) EX/STING ELEV. 0 ROAD �' (TYP) PROPOSED GRADE 0 ROAD ' (TYP) 72LF 8" PVC 0 0.0058 DRIVE B HORIZ. SCALE. 1 "=30' VERT. SCALE. 1"=5' N 130 30+50 31+00 31+50 30 30 20 20 10 10 32+00 EXISTING gROUND 0 ROW ' LONG ALIGNMENT (TYP) 0 EX/STING ELEV. 0 ROAD �' (TYP) Qo 74LF 12" PVC 0 0.0031 S 143RD PL HORIZ. SCALE 1 "=30' VERT. SCALE 1"=5' cy eN ccs 0 cN 10+50 11+00 11+50 EXISTING GROUND 0 ROW ALONG ALIGNMENT (TYP) i k 1 � o DI 156LF 0 12" DI 0.0011 O V 63LF 12" D/ 0 0.0010 O V 62LF 12" 0 0.0087 CB 11A TYPE 2-48'; RIM 22.23 12" /E 16.92 (E) 12" /E 1702 (W, a" /c 12 'O /c)I j S 143RD HOR/Z. SCALE VERT. SCALE ST 1 "=30' 1"=5' �Ocr, QQ o D Z h ^NW�,� 0 �O o L`V��W in N N N W 1,5 1 TYPE 1, SOLID Li RIM 20.69 12" /E 1774 (W 6" /E 1779 (S) N c h 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 30 20 10 6+00 12+00 30 10 12+50 13+00 RECORD DRAWINGS RECORD DRAWINGS REVISIONS REVISED WALL TO CAST IN PLACE REVISED STORM FOR UTTL/TY CONFLICTS PARKING STALL REMOVAL VAULT REWS/ON STORM REINS/ON - UTILITY CONFLICT OFFSITE STORM AND CURB REINS/ON DRIVEWAY REMISED FOR GATE ENTRANCE REVISED ONSITE STORM 0 z ro a 0(2 Z Z av) SEE STAMP DATE DESIGNED PRESTON J. LONGOM, P.E. MARY MOORE z 0 APPROVED PRESTON J. LONGONI,, P.E. GARY SHARNBROICH, P.E. PROJECT MANAGER SHEET C4.21 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU D/G.i 1-800-424-5555 (811) OF 13 25 PROJECT NUMBER 19173 142 Return Address: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 RIGHT OF WAY DEDICATION DEED Reference Number(s) of Related Documents: n/a Grantor(s): Tukwila SSP LLC, a Delaware limited liability company Grantee(s): City of Tukwila, a Washington municipal corporation Legal Description (abbreviated: i.e., lot, block, plat or section, township, range): PTN SW 1/4 SE 1/4 SEC 14, TWA 23 N, RGE 4E ® Full legal description on Exhibit B Assessor's Property Tax Parcel/Account Number(s): 336590-1690 THE GRANTOR, Tukwila SSP LLC, a Delaware limited liability company, the owner of the real property described on Exhibit A hereto, does hereby dedicate, convey, and warrant, to the City of Tukwila, a municipal corporation of the State of Washington, its successors and assigns, for the use of the public, the real property described in Exhibit B hereto and illustrated in the attached Exhibit C hereto, which property is situated in the City of Tukwila, in King County, Washington, subject to the matters set forth in Exhibit D hereto. {21568/0004/03447077-3} PAGE 1 143 Grantor requests the Assessor and Treasurer of said County to set over to the remainder of Tax Parcel No. 336590-1690, the lien of all unpaid taxes, if any, affecting the real estate herein conveyed, as provided by RCW 84.60.070. IN WITNESS WHEREOF, said persons have caused this instrument to be executed this evrt: day of 0/1 V '3(4''/ , 1-0 2,1f OWNER: Tukwila SSP LLC, a Delaware limited liability company rett c enough, Authorized Agent STATE OF (-)134 ) COUNTY OF SAc� r LItY ss. This record was acknowledged before me on JA,0Jft42-3 Z 29 (date) by Brett McDonough as Authorized Agent of Tukwila SSP LLC. NO1ARI Pt'HL_I( lDelrir (Damon Ellington 73.4490 41) (ornmrssion Expires 12A15i2027 STATE OF LJ1AI-I Notarial Stamp/Seal 12156810004/03447077-3 } My appointment expires ame: 06Uy1- i/q,+& .wsW l 4j NOTARY PUBLIC, State of Urik 4- t 7 /°S /Z"2% PAGE 2 144 DATED this day of GRANTEE: City of Tukwila Name: Title: Attest/Authenticated: City Clerk Approved As To Form by City Attorney STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day of , 2023, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared , known to me to be the of the City of Tukwila, the municipal corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said municipal corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year above written. Notarial Stamp/Seal {21568/0004/03447077-3 } Name: NOTARY PUBLIC, State of My appointment expires PAGE 3 145 Exhibit A Legal Description of Grantor Property THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., DESCRIBED AS FOLLOWS BEGINNING AT THE SOUTHEAST CORNER OF LOT 7 BLOCK 17, HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 24, IN KING COUNTY, WASHINGTON; THENCE N08° 36'31 "E, ALONG THE EAST LINE OF SAID LOT, 250.00 FEET TO THE NORTHEAST CORNER OF SAID LOT AND THE SOUTHERLY MARGIN OF SOUTH 143RD STREET; THENCE N81 °23'38"W, ALONG SAID SOUTHERLY MARGIN AND THE NORTH LINE OF SAID BLOCK 17, A DISTANCE OF 384.27 FEET TO THE NORTHWEST CORNER OF SAID BLOCK AND THE MOST EASTERLY CORNER OF RIGHT OF WAY #5 AS DESCRIBED IN QUIT CLAIM DEED RECORDED UNDER KING COUNTY RECORDING NUMBER 6557639; THENCE S49°35'08"W, ALONG THE SOUTHEAST MARGIN OF SAID RIGHT OF WAY, 60.32 FEET TO THE EASTERLY MARGIN OF INTERURBAN AVENUE SOUTH AND A POINT OF NON -RADIAL INTERSECTION WITH A 2924.79-FOOT RADIUS CURVE TO THE RIGHT, THE CENTER OF WHICH BEARS S49°35'08"W; THENCE SOUTHEASTERLY, ALONG SAID CURVE AND MARGIN, THROUGH A CENTRAL ANGLE OF 01°55'54", A DISTANCE OF 98.61 FEET TO A POINT OF TANGENCY; THENCE S38°28'57"E, CONTINUING ALONG SAID MARGIN, 183.95 FEET TO A POINT OF TANGENCY WITH A 1060.00-FOOT RADIUS CURVE TO THE RIGHT; THENCE SOUTHERLY, ALONG SAID CURVE AND CONTINUING ALONG SAID MARGIN, THROUGH A CENTRAL ANGLE OF 01 °20'02", A DISTANCE OF 24.68 FEET TO A POINT ON THE NORTHWEST LINE OF RIGHT-OF-WAY #4 AS DESCRIBED IN SAID QUIT CLAIM DEED; THENCE N55°26'02"E, ALONG SAID MARGIN, 54.26 FEET TO A POINT OF RADIAL INTERSECTION WITH A 2936.33-FOOT RADIUS CURVE CONCAVE TO THE SOUTHWEST AND THE MOST NORTHERLY CORNER OF SAID RIGHT OF WAY #4; THENCE SOUTHERLY, ALONG SAID CURVE AND THE NORTHEASTERLY MARGIN OF SAID RIGHT-OF-WAY, THROUGH A CENTRAL ANGLE OF 00°53'15", A DISTANCE OF 45.48 FEET TO THE NORTH MARGIN OF SOUTH 143RD PLACE AND THE SOUTH LINE OF SAID BLOCK 17; {21568/0004/03447077-3 } PAGE 4 OF 8 146 THENCE S8I °23'38"E, ALONG SAID MARGIN AND LINE 127.44 FEET TO THE POINT OF BEGINNING. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON {2156810004/03447077-3 } PAGE 5 147 CORE DESIGN, INC. Bothell WA 98011 Core Project No: 19173 12/15/2023 Exhibit "B" Legal Description — South 143rd Place Right -of -Way Dedication The southerly 5.00 feet of City of Tukwila Boundary Line Adjustment Number L20-0017, recorded under Recording Number 20210817900001, parallel and contiguous with the northerly margin of the 12-foot public alley within Block 17, Hillman's Seattle Garden Tracts, according to the plat thereof recorded in Volume 11 of Plats, Page 24, records of King County, Washington. Contains 649± Square Feet (0.0149± Acres) 12/15/23 148 (PUBLIC GHT.CF'WA Y) — - EXISTING STRUCTURE 11.E*1LA RA L20-0017 REC. 110. 20210817900001 •\ CONVEYED TO THE • CITY OF TUKWILA \ • PER REC. NO. •; 20050210001490 • \ G -11 �`\ !/) CO \\ �i YZ \\ \ '� ZG \, d' TUKWILA SELF STORAGE S 143RD PLACE R-O-W DEDICATION EXHIBIT C PAGE 1OF1 1 �O 12100 NE 195th St, Suite 300 Bothell, Washington 98011 tiounoopoy DESIG N 425, 885.7877 Fax 425, 885.7963 ENGINEERING -PLANNING -SURVEYING-L.A. JOB NO. 19173 5.00 TO THE CITY OF TUKWILA FOR PUBLIC ROAD PURPOSES S 143RD PLACE air (PUBLIC RIGHT-OXIV4Y) 12/15/23 SCALE: 1" = 60' 0 30 60 1 149 Exhibit D Exceptions 1. Easement(s) for the purpose(s) shown below and rights incidental thereto as set forth in a document: In favor of: Puget Sound Power & Light Company Purpose: Distribution of electricity Recording Date: June 25, 1924 Recording No.: 1885693 Affects: Portion of said premises 2. Easement(s) for the purpose(s) shown below and rights incidental thereto as set forth in a document: Granted to: Puget Sound Energy, Inc. Purpose: Transmission and distribution of electricity Recording Date: August 3, 2023 Recording No.: 20230803000524 Affects: Portion of said premises 21568/0004/03447077-3 } 150 Transportation & Infrastructure Services Committee Minutes February 26, 2024 E. Construction Agreement: Chinook Wind Public Access Project Staff is seeking approval of a contract with All Terrain Excavating, LLC in the amount of $357,189.58 for construction of the project. Committee Recommendation Unanimous approval. Forward to March 4, 2024 Regular Consent Agenda. F. Consultant Agreement: Enhanced Maintenance Plan Staff is seeking approval of a contract with Herrera, Inc. to prepare an Enhanced Maintenance Plan to demonstrate the need for a decant facility and as required by the awarded Washington State Department of Ecology grant. Committee Recommendation Unanimous approval. Forward to March 4, 2024 Regular Consent Agenda. G. Design Agreement: South 144t" Street Sewer Improvements Staff is seeking approval of an agreement with Gray & Osborne, Inc. in the amount of $77,300.00 for design of the project. Committee Recommendation Unanimous approval. Forward to March 4, 2024 Regular Consent Agenda. H. Design Agreement: Lift Station No. 2 Structural Modifications Staff is seeking approval of an agreement with PACE Engineers in the amount of $80,194.00 * for design of the project. Committee Recommendation Unanimous approval. Forward to March 4, 2024 Regular Consent Agenda. The meeting adjourned at 6:32 p.m. Committee Chair Approval Minutes by LH 151