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HomeMy WebLinkAboutTIS 2024-02-26 Item 2A - Contract / Statutory Warranty Deed - Turnovers and Deed with Brixx DevelopmentCity 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 1 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 2 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 3 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- , 7 /°S /Z"2% PAGE 2 4 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 5 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 6 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 7 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 8 (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 9 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 } 10 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: $ $52,470 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 11 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 12 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 13 [Remainder of page intentionally left blank; signatures on following pages] {21568/0004/03212634-2} PAGE 3 of 2 4868-6235-4548, v. 1 14 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 15 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 16 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%1i/y,.,1 2 'date) by Brett McDonough as Authorized Agent of Tukwila SSP LLC. ss. Vf)FAR) l'f:B1.1( i)elrir Daman Elllnginn ' 144Nf 1 tii) f 4,Enmbssion Expires I2/05/2f i27 IATE OF UTAH Notarial Stamp/Seal {21568/0004/03212634-2 } 4868-6235-4548, V. 1 11 me: he(' C Qs 4W► ETKAAAJ1771,1J NOTARY PUBLIC, State of O-04-t/-fi My appointment expires 12, / ° 5 / 3% PAGE 6 OF 8 17 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 18 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 19 Exhibit B Depiction of Improvements {21568/0004/03212634-2} PAGE 9 OF 8 4868-6235-4548, v. 1 20 21 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 Curb, Gutter & Sidewalks 617 LF $30.00 5/2023 50 YRS $18,510 $403.00 CB Type I 3 EA $1,350 5/2023 50 YRS $4,050 $81.00 CB Type II 2 EA $1,500 5/2023 50 YRS $3,000 $60.00 12" PVC Pipe 414 LF $65.00 5/2023 50 YRS $26,910 $538.20 TOTAL COSTS: $52.470 SIGNED: DATED: 22 SW1/4, SE1/4, SEC. 14, TWP. 23 /V., RGE. 4 E., W.M. Q A Co ," 9/22/2023 1: 02 PM J.. \ 2019 \ 19173 ENGINEERING AS -BUILT \SHEETS \ 19173 C4. 02 DWG SEE SHEET C4, 01 CB 4 STA. 11 + 11, 1266' L T TYPE 2-48',' RIM 23.48 8"/E/N 19.17(NW) 12" /E /N 19.07 (E) 6" /E /N 19.22 (N) 12" /E OUT 1785 (SW) 33LF 12" PVC 0 0.0097 (MATCH EX GRADE) FINISH GRADE CONTOUR (TYP) BOT 12" SD 1785 TOP 12" SS 1208 (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 + 12, 21.43' RT TYPE 1, RIM 23.48 /E OUT 20.90 (NW) _ . _ ti -EXISTING GROUND CONTOUR (TYP) /® CB 1 N. 176071.22 E.• 1288702 07 TYPE 2-48'; SOLID LOCKING LID RIM 22.29 12" /E /N 15.98 (NW) 12" IE OUT 15.81 (SE) 12" /E 15.18 /, °e °¢Nal 1 i �`" hat / St AIIIMM1111.1.1WA ----- - - - / AralWitki alil PROPOSED ASPHALT OVER EX. GRAVEL /, ��� PARKING AREA AI -------------------------- EX. RETAINING 1._, - - INTERURBAN AVENUES WALL (TYP) 54+00 (PUBLIC RIGHT-OF-WAY) R=1000.00 A=17'05'10" L=298.21 REF.1 55100 CB N.• 176320.91 E.• 1288558.15 TYPE 2-48'; SOLID LOCKING LID RIM 24.78 12" /E /N 17.53 (NE) 8" /E /N 20.45 (SE) 12" IE OUT 1739 (SE) JL 1 33LF 12" PVC 0 0.0097 16LF 8" 00.02 n SOLID LOCKING LID 0+50 55f79 N2123'47"w 2314.0 R (MATCH EX GRADE) BOT 12" WATER MAIN 16.78 (EX) TOP 12" SD 16.03 28LF 12" PVC 0 0.0225 /P/PE(TYP) EX/STING GROUND 0 WATER MAIN r 0 IL LU. `-J (JLJ CB JA TYPE 1, RIM 23.48 8"1E2090 (NW) tiff CB EX 1 AFOAM AT C 288LF 12' PVC 0 0.0049 OFF- HO VE ITE STORM Z. SCALE: 1 "30' T. SCALE 1 "=5' o NI- 1+00 1+50 2+00 2+50 3+00 3+50 30 20 OSSING 10 4+00 4+27 SCALE: 1" = 30' 0 15 30 60 RECORD DRAWINGS RECORD DRAWINGS UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 1-800-424-5555 (811) REVISIONS RENSED WALL TO CAST IN PLACE RENSED STORM FOR UNITY CONFLICTS PARKING STALL REMOVAL VAULT RE14S/0N STORM REVISION - UNITY CONFLICT OFFSITE STORM AND CURB REVISION DRIVEWAY REMISED FOR GAZE ENTRANCE REI4SED ONSITE STORM 6 z co ro 00 Z Z> N cc m SEE STAMP DATE w H 0 DESIGNED PRESTON J. LONGONI, P.E. MARY MOORE z LY 0 GARY SHARNBROICH, P.E. SHEET C4.02 OF 12 25 PROJECT NUMBER 19173 2:i J:\2019\19173\Engineering\As-Built\Sheets\19173 C4.02.dwg, 9/22/2023 1:02:15 PM, DWG To PDF.pc3 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 24 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} { 25 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 } { 26 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 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 t,R.i L 1)&403 FU+%,U 6$1704J NOTARY PUBLIC, State of OTA-4 My appointment expires it/05 /7°277 27 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 28 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 } { 29 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) 30 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,'_ 31 «lean! m40Zal41alal ! 32 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: 33 SW1/4, SE1/4, SEC. 14, TWP. 23 /V., RGE. 4 E., W.M. 1- Q A N 11/0/2023 3:14 PM J. \ 20/9 \ 19173 \ EIVGIIVEERIIVG \ AS -BUILT \SHEETS \ /9773 C3. 01. DWG CP x� s R" X 0 01-00.00, S 143RD ST = 49+76. 64, INTERURBAN AVENUE S //" L=87.831, Rt 1710. 000 4=0\50.3235 0+73..8 20.00' RT BEGINS , TER, SIDEWALK \ \�s ����/ \ p0 \ /p VERTICAL CURB AND GUTTER WITHIN FRONTAGE (TYP.) %C\ 1 f 64.16, 20.66' RT R=5.00 A= 45 00'00" \ L=3.93 \, %I. iA3623 10+00.00, S 143RD PL = 53+32. 92, INTERURBAN AVENUE S N812329 "W 20.00 30+00.66, DRIVE B = 1+84.85, S 143RD ST 22 N083622'E 102.29 LOW PT 2270 ji °4 23.71 23.19 23.15a 23160 .1 2588 4 STEPS ry/ SEE SECTION F-F, SHEET C3..32 TOP: 208 ` TOE: 19.5 2 TOP: 23.5 TOE 19.5 R=32' 0 21- 20 D STREET GHTOFwAY) F TOP• 23.5 \- 'TOE: 19.5 PROPOSED CAST IN PLACE RETAINING WALL, PER PLANS BY OTHERS EX 100- YR FLOODPLAIN BOUNDARY, BFE: 22. 6'. L 56.942, R=74. Q00 4 =044. 0885 10+56.35, PRC e-19.50 FF ELEV 23.75 PROPOSED CONCRETE (TYP) L PROPOSED ASPHALT (TYP) PROPOSED SAW CUT LINE (TYP.) ASPHALT SAW CUT WIDTH AND LENGTH TO BE DETERMINED IN FIELD BY CITY INSPECTOR SEE SECTION A -A, SHEET C.3.31 SEE SECTION G-G, SHEET C3.32 G TOP: 23.5 TOE 19.5_ 23.60 20.75'LT 11+03.26, 18. 03' LT PT 2 STEPS \ A 20.51 20.04 5.Oq 23.01 22.95 12+2 END & SIDE 23- 19.50 2.1, 23.60 22.92 22.31 20+00.00, DRIVE A = 4+69.10, S 143RD ST TOP: 204 TOE: 19.5 D SEE SECTION C-C, SHEET C3.32 51-08.01, 20.66' RT END CURB, GUTTER, & SIDEWALK SMOOTH ASPHALT RAMP (89 MAX.) & TRANS/170N TO EX ASPHALT PROPOSED KEYSTONE RETAINING WALL, PER DETAIL ON SHEET C3..31 (TYP) 5f97 7- TOP: 21.3 TOE 19.5 TOP: 22.5 TOE 19.5 TOP:21.5- I TOE: 19.5 TOP: 22.4 TOE 19.5 TOP• 24-84- TOE: 19.5 LOW PT 21.34 -22- SEE SECTION D-D, SHEET C3.32 VERTICAL CURB & GUTTER ALONG EAST PARKING STALLS ONLY FINISH GRADE CONTOUR (TYP) EXISTING GROUND CONTOUR (TYP) HIGH PT IN FLOWLII E 22.57 \ SEE SECTION E-E, LOW PT 22.02 SHEET C3.32 \ \ EXTRUDED CONCRETE CURB ON -SITE WHERE _SHOWN (TYP.) S 143RD p (PU&' �RIGHT-OF-WAY) OF_ wA Y) SMOOTH ASPHALT RAMP (8X - MAX.) &TRANSITION TO E -7X. ASPHALT SCALE: 1" = 30' 0 15 30 60 SURFACE LEGEND 20 21 EXISTING GROUND CONTOUR MA✓R EXISTING GROUND CONTOUR MINR FINISH GRADE CONTOUR MA✓R FINISH GRADE CONTOUR MINR EARTHWORK QUA NTITIES OVERALL SITE CUT 1,970 CY FILL: 730 CY WITHIN 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 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 1-800-424-5555 (811) REVISIONS REVISED WALL TO CAST /N PLACE PARKING STALL REMOVAL VAULT REWS/ON STORM REVISION - UNITY CONFLICT OFFSITE STORM AND CURB REVISION DRIVEWAY REVISED FOR GATE ENTRANCE REVISED ONSITE STORM 0 Z 0 Z 14-1 so LLI LLI LLI ihiqZ IN 4Z, SEE STAMP DATE DESIGNED PRESTON J. LONCOM, P.E. MARY MOORE APPROVED PRESTON J. LONOONI, P.E. GARY SHARNBROICH, P.E. PROJECT MANAGER SHEET OF 6 25 PROJECT NUMBER SW1 4 SE1 4 SEC. 14 TWP. 23 N. RGE. 4 E. W.M. LIJC\i \ \ \ N N Q N • CNN C\I • PM J.\2019\19173\ENGNEERNc\AS-Bl/LT\SHEETS\19173 c4.01.Dwc 11/0/2023 3:11 /.- CB ;824ET \ f�4DA E�22"49 off �� ----8=8.1.(E IE=2.0729 SSM ; 8243'' RIM EL 22.64 12"DI(E)IE=1'39 =10.18 1 'DI(NW)IE=10.01; VAULT (UNKNOWN TYPE) \ \ \ "sTOP„ " CB TYPE 1, (AS -BIT.) RIM 23.51 12'D/ /E (W) 20.31 12'D/IE(E)20.26 ems\ 4\IN‘. 'PUBLIC S CB TYPE 1, (AS-BL T.) RIM 22.07 8'D/IE(W) 19.92 6'PVC /E (N) 19.92 22- CB ;8239 TYPE I _21�-RILLLL=22.16 -21� DI(W IE=20 22--£3."-C-0-NCtH)1•€...7,20.06 12" PV 1 r00415 ACCESS EASEMENT '8212 TYP RIM EL=23.42 18"DI(SW)IE=20.28 \ 0� 2"DI(NE)IE=20.28 n \- \ 3 CARTRIDGE CONTECH STORMFIL TER.• 2.33'W x 8.75'L NOTE: L/D SHALL BE DESIGNED TO SUPPORT OUTRIGGER LOADING CB 8162 TYPE I RIM EL=24.54 12"DI(SE)IE=20.02 18"DI(NFlIE=19.69 CB 17 STA. 30+73, 388' RT TYPE 1, RIM 22.76 8"/EIN 19.51 (S) 8"IEOUT 19.51 (N) CB 18 EXISTING SIDEWALK CB ;8163 TYPE I RIM EL=24.89 12"DI(NW)IE=21.07 "DI(SE)IE=21.07 STA. 31+49, 0.00' TYPE 1, RN 22.45 8"IEOUT 19.93(N) CB 9 N: 176450.83 E: 1288464.43 TYPE 1, SOLID LOCKING L/D RIM 23.36 8" /E /N 19.71 (NE) 6" /E OUT 19.96 (SE) CB #8238, TYPE I RIM EL=20.17 6"PVC(N)IE=18.02 8"CONC(S)IE=17.67 12"DI(E)IE=17.27 "NO PARKING"�_w 21LF 8" PVC 60'0. 0033 8'' IE 19. 1 yam' GF l. -ems CB #8165 I YPE \ RIM EL=25.33 "DI(NW)IE=21.61 (2) 85LF LIMITED /NFIL TRAT/ON TRENCHES CONNECT MINIMUM 8,100 SF OF ROOF AREA. SEE DETAIL ON SHEET C4.34. 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) CB 4 STA. 11+11, 1266LT TYPE 2-48 ; RIM 23.48 8"/E/N 19.17(NW) 12"/E/N 19.07(E) 6"/E/N 19.22 (N) 12" /E OUT 1785 (SW) CB STA. 10+94, 16.92' RT TYPE 2-48',' SOLID LOCKING L/D RIM 24.78 12" /E /N 1753 (NE) 8"IE/N20.45(SE) 12" /E OUT 1739 (SE) CB 16 STA. 1+68, 18.82' RT TYPE 2-48'; RN 22.95 8" /E /N 1723 (S) 12" /E /N 1715 (W) 12"IEOUT 1715O 58LF 12" .qC ® 0.0022 0� w CONNECT TO EX 12n CMP (N) \ 24' \ 1 6" CLEANOI r RIM 23.23 6"IE19.00 BOT 8" SD 1799 TOP 12" SS 11.43 (EX) BOT 8" S!' . TOP 1' SS1202(E CB 3A STA. 11+12, 21.43' RT TYPE 1, RIM 23.48 8" /E OUT 20.90 (NW) 21- 20 156LF 12 Di' 2 ®00c-_ CB-23rr- STA. 3+81, 21.94' RT TYff41, CURB INLET [ RIM 20.00 12"IE/N 1714 (E)\ 6"/E/N 1759 (S) 12"IEOUT 1709(W)\_ --, EX/STING GROUND CONTOUR (TYP) N:176455. 60 E.• 1288471.10 TYPE 1, SOLID LOCKING L/D RIM 23.35 8"/EIN21.30 (NE) 8" IE _OUT 19.75 (SW) 6" /E OUT 19.90 (SE) 8" CLEANOUT RIM 23.75 8'1E20.00 8' PVC ,0654 7 b \PVC 11, \ CB ;8196 A 0 0 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'IEOUT 20.36(SE) 1LF8'PVC 0\0. 0195 ABANDON EX PIPE IN PLACE P u rARKI,\,G 19LF 8 ® 0.0053 0 4'x6' BIOPOD CB 11A STA. 2+26, 20.49' RT TYPE 2-48'; RIM 22.23 12" /E IN/ 16. 92 (E) 12"IEIN1702(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 f DETAIL THIS SHEET ss 77LF 8" PVC @0.0082 6" CLEANOUT RIM 23.83 6"1E20.00 18LF 6" PVC \' 6' 0.0433 SEE SHEET C4. d2 127,00 SSMH r80 / RIM EL I (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" IE OUT 1720 (W) SSMH ,8356 RIM EL=19.97 8"DI(N)IE=12.48 "DI(E)IE=12.32 2"DI )}12. UH �! 18LF 8" PVC © 0.0583 88' 12"PVC 0.0069 I SHED CONTAINER DUROMAXX WO TANK: 8' x 24'L $ 6.0' WO STORAGE DEPTH 0.5' SEDIMENT STORAGE 1.5' FREEBOARD 8' TOTAL DEPTH NOTE SHALL BE DESIGNED TO SUPPORT OUTRIGGER LOADING. M ,GSARo; CB 6 LPN 3365g0�1100 1-STORY WOOD FRAME OUSE CB 5 TA. 11+85, 11.92' J T TYPE 1, lM 23.98 12%E IN 19.42 (NE,) 19.30 WA 21.00 " SD 20.26 8DI (R.Sfi 1-STORY CO C BUILDING BOT8"SD 18.05 TOP 8" SD 18.72 BOT 4" GAS 18.98 TOP EX WA (.2?) CONTRACTOR TO POTHOLE EX WATER PR/OR 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) STA. 22+10, 44.28' LT TYPE 1, RIM 22.15 12" IE OUT 19.. 5 __J W) B 14 STA. 20+30, 0.96' LT TYPE 1, T RIM 20.34 8" IE OUT 18.24 (S) 62LF 12" DI 0 0.0087 CB 1,3 STA. 5+06, 24.36' RT TYPE 1, SOLID LOCKING L/D RN 20.69 6"IE/N 1779 (S) 12" IE OUT 1774 (W) off w- SS-_- 5LF 6" PVC ® 0.3420 19.50 CB-�3 22- STA. 2Q+84, 43. •9' LT TYPE 1, RIM 2136 UT18.10(SW)\ \ \ _w� CB 19 \ STA. 21+22, 0.26' RT ALUMINUM SIDED \ TYPE 1, MOBILE STORAGE RN 22.90 /EIN 17.67(N) 871EIN 17.I75 (NE) 8"/EOUT 1750(W)I °HP 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 LID. SEE BELOW FOR EXAMPLE MARKER: 1-1/2" BACK OF CURB FACE OF CURB Af- 6" - 3' 6" H 1/2" PREMOLDED EXPANSION JOINT FILLER (TYP) BACK OF CURB FACE OF CURB FACE OF GUTTER - 2' 6" BOTTOM FACE OF CONTRACTION J UTTER INTS 3'-3" MIN 5'-9" MAX NORMAL GUTTER FLOW LINE 18" SUMP Af PLAN VIEW 4" MIN. CURB INLET OPENING TOP - FACE OF CURB TOP - FACE OF GUTTER 3'-3" MIN 5'-9" MAX BOTTOM - FACE OF GUTTER BACK -BOTTOM OF CURB 3 6" I.- 2' 6„ � 6 FRONT VIEW NOTES: TOP - FACE OF CURB 4" MIN. CURB INLET OPENING PAVING MA 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. NOT TO SCALE City of Tukwila CURB INLET SHEET: DS-08 LAST REVISION: APRIL 2019 APPROVAL: H. PONNEKANTI RECORD DRAWINGS RECORD DRAWINGS UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 1-800-424-5555 (811) REVISIONS RENSED WALL TO CAST IN PLACE RENSED STORM FOR UNITY CONFLICTS PARKING STALL REMOVAL VAULT RE14S/0N STORM REINS/ON - UTILITY CONFLICT OFFSITE STORM AND CURB REINS/ON DRIVEWAY REMISED FOR GATE ENTRANCE REI4SED ONSITE STORM co 04 Lup cc co LLJ SEE STAMP DATE DESIGNED PRESTON J. LONGONI, P.E. MARY MOORE GARY SHARNBROICH, P.E. SHEET OF 25 PROJECT NUMBER 19173 SW1/4, SE1/4, SEC. 14, TWP. 23 /V., RGE. 4 E., W.M. 0 11/28/2023 3: 00 PM J.2 \ 2019 \ 19173 \ ENGINEERING \ AS-BUIL T \ SHEETS \ 1917] C4.21. DWG 30 20 10 77LF8"PVC_ 0 0.0082 19LF 8" PVC 00.005 92LF 8" PVC 0 0.0062 v -.\ CO NNW W �oLI (^ V EX/STING ELEV. 0 ROAD ' (TYP) it EX/STING GROUND 0 ROAD � (TYP) PROPOSED ELEV. 0 ROAD ' (TYP) 58LF 8" PVC �0 0.0060 DRIVEA HOR/Z SCALE: 1 "30' VERT SCALE: 1 "=5' PROPOSED 0 ROAD GRADE (TYP) MEV 77LF 12" PVC 0 00069 0 Lc N N 30 30 21LF %" PVC ®�.0033 20 20 10 10 20+50 21+00 21+50 22+00 22+50 23+00 30 20 10 h Lri 37LF8'PVC 0 0.0281 PROPOSED ELEV. 0 ROAD �' (TYP) EX/STING ELEV. 0 ROAD ' (TYP) XIST/NG GROUND ROAD ' (TYP) PROPOSED GRADE 0 ROAD � (TYP) 2LF 8" PVC O 0.0058 EB E. 1 "30' E.• 1" 5' 00 N cry ni � N � N N N 30+50 31+00 31+50 30 30 20 20 10 10 32+00 EXISTING GROUND 0 ROW ALONG ALIGNMENT (TYP) EX/STING ELEV. 0 ROAD ' (TYP) Qo 74LF 12" PVC 0 0.0031 (f) ^c I ofoi Lj S 143RD PL HOR/Z SCALE VERT. SCALE. 1 =5' 0 cN co ccs co co 0 10 10+50 11+00 11+50 12+00 12+50 13+00 EX/STING GROUND 0 ROW ALONG ALIGNMENT (TYP) 1 o DI 156LF 0 12" DI 0.0011 O V 63LF 12" D/ 0 0.0010 O V 62LF 12" 0 0.0087 S 143RD HOR/Z. SCALE VERT. SCALE: ST 1 "=30' 1 "5' TYPE 1, SOLID Li RIM 20.69 12" /E 1774 (W 6" /E 1779 (S) N c N 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 RECORD DRAWINGS RECORD DRAWINGS UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 1-800-424-5555 (811) REVISIONS 0 z RENSED WALL TO CAST IN PLACE RENSED STORM FOR UNITY CONFLICTS PARKING STALL REMOVAL ro VAULT RE14S/0N STORM REINS/ON - UNITY CONFLICT 0 OFFSITE STORM AND CURB REINS/ON 0(2 z ZLu > DRIVEWAY REMISED FOR GAZE ENTRANCE REI4SED ONSITE STORM 1 (I) cc m SEE STAMP DATE w H 0 DESIGNED PRESTON J. LONGONI, P.E. MARY MOORE z LY 0 GARY SHARNBROICH, P.E. SHEET C4.21 OF 13 25 PROJECT NUMBER 19173