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HomeMy WebLinkAboutTIS 2025-04-28 Item 2A - Turnover - Underground Stormwater Bypass Pipelines & Appurtenant Facilities Installed within Right-of-Way)City of Tukwila TO: FROM: BY: CC: DATE: SUBJECT: Department of Community Development - Nora Gierloff, AICP, Director Thomas McLeod, Mayor Transportation & Infrastructure Services Committee Pete Mayer, Interim Public Works Director Kerry Murdock, Development Engineer Mayor Thomas McLeod April 7th, 2025 Turnover of underground stormwater bypass pipelines and appurtenant facilities installed within Tukwila right-of-way ISSUE Accept the turnover of stormwater infrastructure improvements from Prologis-Exchange 3301 South Norfolk LLC. BACKGROUND Prologis-Exchange 3301 South Norfolk, LLC has completed installation of approximately 688 lateral feet of storm pipe in South Norfolk Street to connect the city storm system to the original point of connection just southwest of the Norfolk Street and Airport Way intersection. As conditions of Public Works permit PW22-0033, Prologis-Exchange has constructed storm drainage infrastructure within S. Norfolk St. to connect the existing city of Tukwila storm system to the existing storm stub. The storm system was routed through the Prologis site and with redevelopment, it was capped off. Now the city of Tukwila storm system needs to be reconnected to the original point of connection. This has been filed under the Bill of Sale as part of the city's turnover process. DISCUSSION The public improvements have been constructed to city standards and inspected by Public Works Project Inspectors and are ready for turnover. FISCAL IMPACT The value of the transferred improvements from Prologis-Exchange to the city totals $72,088 for the stormwater infrastructure constructed within S. Norfolk St. There will be no expense to the city for accepting the infrastructure other than normal expected maintenance. RECOMMENDATION City Council is being asked to authorize the Mayor to sign the turnover documents and consider this item on the Consent Agenda at the May 5th, 2024 Regular Meeting. Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov 1 Title or Addressee Date Page 2 ATTACHMENTS Bill of Sale and as -built site plan Capital Asset Acquisition Form Material List Development Bulletin D3 Maintenance bond City Turnover Letter INFRASTRUCTURE • 688' of 18" PVC Storm Pipe • CB#1 Type 2- 48" Saddle Manhole Total Value: $72,088 NOTE: Prologis-Exchange Development Files are available at the Department of Community Development Permit Center. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov 2 00 200 CV 400 SURVEY INFORMATION: &SR Of HARM -Naaro' Nwan1Pawom.7 ICCMRJLPOINTNO.7 WAS HELD FOR ROTATION BEND NOMA 62.07.05711EST. VERTIC. DATUM FOR MIS PROJECT IS NARDI.1 020..008) WSOGT. WSGOT CONTROL POINT NG. HC17 WASH FOR ELEVATION, BEING 51 S9 ASSESSORS PARCEL NUMBER(S) AND SIIF W 080099) EFE CROSS LOT MARRM T LOT,2,751.7065 SF (627115 AXES) NS A FIELD TRAVERSE SURVEY A NOP. 01-10007 ROBOTt TOTAL STATION WM A 9TOPCON RC-59 "SO. SK9 ROBOTIC TOTAL STATION WITH A DEL TABLET NTH MACItT IIEUnARE.,,AND 9TOPCON e.no TOTAL STARON NTH A DELL TABLET MTH MAGNET REILD.SOL74.1., Mr770,5,1 ANGULAR PRO DISTRICE PRATIONSNPS BETWEEN THE CONTROPI PATIOS Of HE TRAVERSE MET OR EXCEEDED THOSE SPECRIED WAC 312-150-090 6. UNDERGROUND PIPE CONNECTIONS, AND RN UNDERGROUND TEE, APE PER FEUD OBSERVATIONS. LIMY :11,7.,,,WD.OEScloNANBALE.P.UBLIC WS. HE LOCATION OF PIPES SHOWN HEREON NULL BE 9,E9IFIE0 AT No. SOILS REPORT NOTES: 1 THE FOLLOWING SE SOILS IREPPTDOCUMENTS ORTRTME SHALL BE CONSIDERED PART O SOILS REPORT. JOB NUMBEE3626H06 oE0NGINEERING SERACES PREPARED BY. GEOENGIER 0 INC. 17425 EDHILL RD, SUITE 250 REDMOND. WA 98052 (425) 862-6098 2, IT SHATHATALLLL PR THE RVIE NESPONSOF TMBILIIY OF THE CCONTRACTOR TO ENE SOILS REPORT FR THE SITENSURE D COMPLIED WITH DUING ALL PHAES OF THE SITE PREPPARATIOOBSEDN, GRADING OPERATIONS, FOUNDATIONS SUB, AND PANIC 3. ANY PROVISIONS OF THE SOILS WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHEREREPORT ON THESE DRAWINGS, OR WHICH REOOIR FURTHER ATTENTION OF THE ARCHITECT/ENGINEER FOR DETERMINATION. 4. A REP ESENTATOBSERVE AND IVE EARTHWORKOVE THE OPERATIONS Ea OF THE SOILS ENGINEER SHALL BE AVAUB O FIELD ONUIRONS AS WORK PROCEEDS. TIESOILSOENGINAREER STALL S OF THE OPERATIONSIN .CORDANCE VID11 THE RECOMMESKOF THE SOILSSERE INVESTIGATION AND THAT THE WORN WAS PERFORMED TO HIS/HER SATISFACTION. DAYS SP SRGANY S LENGINEER SHOULD CLEARING BENOTIFIED DANATLEAST RYE (5) WORKING Date 99 CAM MPr. Revision $11 Know what's below. Call before you dig. PORTION Of F. /SIR/REw`I1T wWU.. PORTO OF SITE MHO )0 N T0L0' wan (A.0AT RAY INRRIOR SIDE AL Bu DING NCH RUNG SH AREA MOURNER'S. SITE AM REODIMENTS, PORTION Of SITE WHIN CR5 Of .71ILA R"INi/M`TREa i +R , OFFICE PORDOR Of SITE WMIN CM' OF RANAU5 17074110 SPACES REMEDY. FL000 LONE SITE UES NNW Hsu FIRMup., NIEL 615 MMR ]25, 1. KAffP AND NIP IRNS oaet D o-unato.o .Ia As mom. SIN. RAKING: 2)'1 PAWING SUNS SOUS 01 ma re. STALLS (816) TOW PMdxC STALLS FR 9RZR i"rOR014. WORT MN MHO 1111. 0 012 U)0TT FEET D PORTION 5 CBE. ` RN 2ar'faD=L'ultrov'O'Eatv'Tririt:Ril Of es REF FOR MEWED COMMON. UM I" WIT INDUSITIRL DISTRICT COVER SHEET FOR PROLOGIS EMERALD GATEWAY A PORTION OF THE NW AND NE 1/4 OF SECTIONS 03 AND 04, TOWNSHIP 23N, RANGE 4E W.M., CITIES OF TUKWILA AND SEATTLE, KING COUNTY WASHINGTON _- AIRPORT WAY40 n NOT OPPUCABLE SPECIFIED RR ME Ua Nat SPECIFIED 1 SP. PER I SPARE PER 1900 SE 000I00SPA6)I I SPACE PRE MOD SE 517 TOTAL PARKING SPACES INDEX OF CML SHEETS RI OF 9 COVER SHEET M OF 9 SOUTH M"l9F++KSTREET PLANI AND MIA.MIA.PL RS OF 9 SOUTH NORFOLK STREET Re OF 9 SOUTH NORFOLX STREET PLAN AND PROFIE Re OF 9 SOUTH NON., K STREET PLAN AND MORE R9 OF 9 CIXBIWCMN NOTES AND DUALS 9/29/22 JEP JEP DKB RASED STORM DESIGN gned checked ro 0= Cn4 9/29/22 Scale: Horizontal Vertical EAST E A INAL WAY �UTH DEVELOPER/OWNER PROLOGIS suRE LTD TUNWIUIS. WAA987. SURVEYOR BARGHAUSEN CONSULTING ENGINEERS, INC 18215 2ND AVE KENT WA, LT PH:(25) 2( � CONTACT: DM BAWL. P.E. EMAIL: DRLLMEW®BARGHAUSENCOM ENGINEER BeARGHAUSEN CONSULTING ENGINEERS, INC. KENTSWA, 98032 PH: (425) 251-6222 CONTACT: DAN ELLL P.E. EMAIL: DBNMELLOBARGHAUSEN.COM ARCHITECT MR ARCHITECTS 2505 THIRD AVENUE, 1 SUITE 326 SEATTLE,WASHINGTON 720-7001 (206) A% (206) 720-2949 LANDSCAPE ARCHITECT 1821G5 M AVE S LUNG ENGINEERS, INC. KENT WA 98032 PH: 222 TACT: LAUREN6PERRY EMAIL IPERRYeeARGHAUSEN.COM GEOTECH GEOENGMENO INC 7425 NE . RD, SUITE 250 REDMOND. WA 98052 PH: (425) 862-sole UTILITY SOURCE NOTE: UTILITY INFORMATION SHOWN ON THESE PLANS ARE DRAWN BY THE SURVEY DEPARTMENT FROM BARGHAUSEN CONSULTING ENGINEERS, SEWER CARDS, EXISTING PLANS AND BASE MAPS FROM CITY PLAN VAULT. RECORD DRAWING C.O.T. STANDARD CONSTRUCTION NOTES WOW 91 ROADWAYS ALL WORK IN ROADWAYS SHALL MEET TMC 11 IBC 2018, AND THE FOLLOYWNG A TRAFFIC TOANY IN CITY RIGHT-OF-WAY, APPROVAAL THE TRAFFIC CONTROL PLAPIE SHALL A II NLUDE THE MEET LOCATION MUMADDRES SMENS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK B ALL WORK REQUIRING UNE CLOSURES MUST BE BY PERMIT ONLYFROM THURSDAY IN ES N THE TO TUKWILATUKWILAR THEFOLLOWING UAR( 2ND, THE DIRECTOR DOES NOT ALLOW WYE N CENTER C DIRECTOR TO 1'941NE EPXTITEE ILA PESRMISSIVIR2MSTHE BUILDING OWNER AND THE ACCESS D OF WATERWAYS SHALL BE KEPTTRU KS FOR CLEANING G EE ROAD DIRT REQUIRES ND QUIRESB PREAPp OVS.TRE FROM THE ERS USE DIRECTOR E INSTALL OPEN PULES OVER ANY TRENCH, AT ANY TIME WORK Is STOPPED AND THE TRENCH LEGEND: CONTRACTOR SHALL BE FIlL, RESPONSIBLE FOR OBTAINING PERM. FROM THE WASHINGTON STATE DEPARTMENT OF NARIRAL RESOURCES FOR REMOVING AND REPUCING ALL SURVEY MONUMENTATION THAT BE AFFECTED BY COMPLETED BY A NSTRUCTION REGISTERED UND SURVEYOR.2-12 PURSUANT TO WAC33APPLIP S0.LICATIONS FORYPERMITSSTO REMOVEOMONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NANRAL RESOURCES OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (200 902-1190. WASHINGTON B'IC GUHDSSURVEYOFFl RA OF NATURAL RESOURCES P.O. BOx547060ry STREETS.E. OLYMPI0. WASHINGTON 95504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPUCED, REMOVED. OR DESTROYED SHALL BE REFACED BY A REGISTERED LAND SURVEYOR. AT THE COST MID AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGUUTIONS. THE FORMS THFOR E REP CEMENT OF SAD MONUMENTATION SHALL ALSO BE THE UfLfTY CONRICT NOTE CAUNON, THE CONTRACTOR ROEXISTING RESPONSIBLE F UTILITIES ON THESE PUNS OR DIMENSION,OR VERIFYING THE LOCATION, AND NOT BY DEPTHOFALL POTHOLING THE PRIOR TOCONSTRUCTIONS THIS SHAL L INCLUDE CALLING UTILITY LOCATE ® LOCATION 24 5555 AND THEN POTHOLING L OF NEWUTILITYCROSSINTO PHYSICALLY HEXISTING UVERIFY WHETHER LITIES AT LOCATIONS OFEWGS NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE B.ED UPON THE IEDCCURI, THEPUBLIC CONTIACTORMATION SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. AND ARE SUBJECT TO VARATION. IF CONFLICTS LD OTO RES LVE ALL PROBLEMS PRIOR TO PROCEEDING VI. CONSTRUCTION 0 Barghausen Consulting Engineers, Inc. 182I572nd Avenue South Kent, WA98032 425251.6222 berghausencom SURVEY MONUMENT EX. POSER VAULT IX. LUMINAIRE (MUM.) EX. LOT LIGHT EX. POWER POLE EX. JUNCTION BOX PROPOSED SANRARY SEWER CLEANOUT . CATCHBASIN(CB) ❑ PROPOSED SANITARY SEWER MANHOLE EX. CATCH BASIN (CB) 1PE 2 01 EX. SANITARY SEWER 0 MANHOLE (sew) • VALVE EX. GAS METER EX. GAS Ex. WATER VALVE (WV) Ex. FIRE HYDRANT (FH) MAIL BOX EX. WATER METER EX. SIGN Ex. WATER UNE EX. SANITARY SEWER LINE 10 PROPOSED TYPE II CATCH BASIN BASINPROPOSED TYPE I CATCH PROPOSED STORM DRAIN ROWARROW PROPOSED STORM DRAINAGE LINE PROPOSED TRENCH DRAIN PROPOSED SANITARY SEWER UNE PROPOSED WATERMAN PROPOSED RRE HYDRANT PROPOSED WATER VALVE PROPOSED 0ry BEND BLACKING PROPOSED 9 PROPOSED SPOT ELEVATIONS EXISTING SPOT ELEVATIONS w _W— PROPOSED CONTOURS EXISTING CONTOURS EX. STORM DRAINAGE LINE so PROPOSED PAVEMENT DUTY DC POWER UNDERGROUND —°wol EX. POWER a(Ox) PROPOSED CONCRETE owouEX. MET. FENCE EAR "' EX. WOOD FENCE // PROPOSED 2 OVERLAY 100 F°r. PROLOGIS EMERALD GATEWAY 3601 S. NORFOLK STREET SEATTLE, WA TIBP COVER SHEET FOR PROLOGIS EMERALD GATEWAY Job Number 18182 Sheet m R1 of 9 3 0 100 200 400 / 7 FRONTAGE IMPROVEMENTS OVERVIEW RECORD DRAWING FOR PROLOGIS EMERALD GATEWAY A PORTION OF THE NW AND NE 1/4 OF SECTIONS 03 AND 04, TOWNSHIP 23N, RANGE 4E W.M., CITIES OF TUKWILA AND SEATTLE, KING COUNTY WASHINGTON AIRPORT WAy SOUTH EAST MARGINAL WAY SOUTH- / ee- 1N LEGAL DESCRIPTION: (Pa MLR NTua ImE NSUPUDE COMM COMMENT ND zanJze6-+18-410 DATED SEPTEMBER ze. 2016 u MAT POR. OF 1114011.0 GRONS DONATION LAND CLAM N MCDONS 3 AND 4. TOWNSMP 23 NORM. RN. 4 EMT. WM., IW ,1,1E NP Ec"""WEDD N�,D THENCE SOLM1 881157. VEST, kONG TM CEMENNE Of SND SOUTH NORFOM STREET, 37 33 FEET. SOUTH. ME CEMER Of MO COME EARS SOUTH 33,60, WES, 48.00 FEFT. AND THE TRUE PONT Of BEGINMG. MENU .UHRLY. ALONG SAD IESTMLY LIMON OF ARPORT WAY SOL.. FOLLOW. MD ARC OF A CURE INBNC A RADIUS Of MOO FFET. AN ARC WINO OF 29.1 HET TO A POINT OF 1.01018. SOBIN S.M. EAST, ALONG SND WESTERLY 1,128.01 FEET TO A PONT OF WIDENNO N SAID NR.T PENCE SOVM M37.218 WIST, ALONG ED NORM. 3,00 FEET TO A POINT Of CURVE 44 SAID WRGIN THE MOEN OF WHICH BEARS SO. 063,21. WEST 880.00 FEET. THENCE SO. 05.13287 MST. ALONG SAD LIMON. 200 FELT THENCE SO. 8640•32. WEST, ALONG SAD WON, 447.92 MET 10 A POINT OF CURVATURE Of A 102 80 FOOT R.'S CURVE TO . Miff IN MID MARGIN. ZEAC,E WESTBILY AHD 114R1LIER,LY. ALM= CURVE NO WON. 1.50 FEET TO A PONT Of TANGENCY ON TNE THEME NORM 1110428 KM MK SAD NORMEISTMLY WON O A PONT DIME NORTHERLY, ALONG SAID CURVE AND INaGN uN WRC DISi.W1Ela 25a.0 TEn;INFIEF Or CURVATURE OF MORE UNG CR LEm.TO DE ALONG 4Nx UM OF MD GBERM NT LOT 4 Y. 16 Y 429.64 WI &NM1S,,Vram o FAtt NOff= Ooll'AT 1111CLAM: ALONG WESTERLY BOUNDARY ., 734]5 FEET TO THE SODH ALP E OF SOD ONY GROWS WwDa 0 THE. SOWN 8959.25.1EST, ALONG SAO INNE,11n. ET TO THE WEST UNE Of DAD SEcmx 3ux 101.FIENCZNOFM1 89,4.1,2; BEM TO A PONT WHICH BEARS SOWN 89.927 EMT .00 FEET FROM THE MSTERLY MA.IN THENCE NORM BOOBY MST, NAG MD SOUTHERLY 11.61N, 80207 FELT TO A POINT OF ORE, THENCE EASTERLY, ALONG MID MGR, FOLD. AN EC OF A cI,WE TO THE RIGHT MANG A RAMIS a 340.71 FEET,AN EC DISTANCE OF 13. TaT TO A POINT OF TANGENCY; MOICE NORM 881157,6ST. ALONG SAID AMIN.. 23 MR to En PM Point OF "» OFONNING AT DE NORTHWEST CORNER OF THE SNIT.. COMER OF THE NORMS., OVARTER OF SE, sEcnoR THIBEE SO. WO 52' EAST, ALONG SAM SOM., 57 98 FEET 10 014 11417.11014 TNE NORTHERLY MARLIN OF .STERLY.,6,1,MSZO,vAT RIGHT TO MD PeRNLFL WM ME WESTERLY MB. OF SAID PUGET SOUND MmBloff,I,IBRRIFZIZZSTF,6NifBO, :ILfArEEL LINE .601 FEET TO A POINT RICH BEMS NORTH EMM52" WEST THENCE SO. 8810,2. MST 1.07 FM TO WIE TRUE POINT OF MONNING; PARCEL B-7 MN PORTEN OF THE NORRINEST QUARTER OF SECTION 3, WMAY aP D DSOUND GENREESOO EDFNEPDT,GRorsD23 MDox RANGE NOWWESTOFDE`K'OF PARCEL B-2, PORRON OF GOVERNMENT LOT 8, SECTION 4, .151.17 23 NORTH, RIME 4 MST, MM., IN KING COUNT, LEGINBZ WALINOTON. DESCRIBED AS MIME: AEf,OFSADMERMEN,LD1B.T.PDTWHENIS NDz1z.EMT 200FEET F.NE FEE, MORE PARALLEL WM NNswa ALE OF SAD GOVERNMENT w1 B, 2. FM. MORE OR LESS. TO BBn6INA.;61E0,M&T ZolF,SA0 GOVERMENT LM AT A PONT CH S NORM 021 24 MST 380 77 FEET FRON OF BEGINNIK THENCE LAST 375 HET. MORE M LESS. TO RE PONT OF BEGINNING. PARCEL B-1 MAT PM. OF MORON 1 TOWNSHIP 23 NORM. NNE W ES, W.W. Ix NID La6P. WASHINGTON. MORINO AS F INE TIMM GROWS DONATION LAND OM THENCE SO. zilr WEST ALONE DAD EAST ucxi3723 FEET 10 THE TRUE PONT eEaxIMG, NE EMT uxE THENCE SOMI zrlr Ka am FEET( THNCE NaiNNONNie. WEST MELON FaT TO ME EASTERLY MARGIN Of EAST ERMA WAY .111; Ur"OrALaD sWD Wwmx TO A Paw NOON BURS NORTH arm 1z WEST FROM NE TRUE THEM .U111 89'58927 EAST TO TNE TRUE POINT OF BUNNING. NRCEL C. .T PORRON OF SECTION 4, TONSHIP 23 NORM MINE 4 MS, Wk. DESCRIEED AS FOLLOWS: BEONNING AT THE IMERSECTION OF ME SOON LK OF ME TIMOTHY GROWS DIMON LAND ION TNE MST UNE THENCE NORM MEI. NORM e'PE *sr 108 KM momo FEET; SAID EASTERLY MAKIN THEN LM1 231990. E. ALONG SAD EASTERLY MARGIN TO A POINT W. BEMS NORTH 845812. WEST FROM ME TNT OF MOM.; M NM 84589 2. FAST 16,00 FM TO WE TNE PONT OF BEGINNING. THE COUNTY OF ., STATE OF WASHINGTON. No, Date BY 4P, Revision 9/29/22 REP REP DNB RISER Mi. DESIGN DeriRnes eDW 0,6,wn BON JEP ro �w D= De, 9/29/22 Scale: Horizontal Vertical 0 Bergheusen Consulting Engineers, Inc. 1821572nd Avenue South Kent, WA98032 425251.6222 Wrehemen.eon, PROLOGIS EMERALD GATEWAY 3601 S. NORFOLK STREET SEATTLE, WA Tale FRONTAGE IMPROVEMENTS OVERVIEW FOR PROLOGIS EMERALD GATEWAY Jab Number 18182 Sheet R20,9 4 SOUTH NORFOLK STREET PLAN AND PROFILE RECORD DRAWING FOR PROLOGIS EMERALD GATEWAY A PORTION OF THE NW AND NE 1/4 OF SECTIONS 03 AND 04, TOWNSHIP 23N, RANGE 4E WM, CITIES OF TUKWILA AND SEATTLE, KING COUNTY WASHINGTON 3s —, Rx' PEI n - ao .�9 1,1+6 96 F 25 ----- --- -- JE PW - _ _ ,_._-_-..-.n...�r,..-ram. .-,a..�a .,._:���r.�'�pp'■■ 15 ,2lm,we ✓ ■ ! F¢ W 10 6`ln71Ml wulmeul taw 1 6 r la 5 ea W`ha .I x rlu NU I Ill gi 2 s� xs 0 F,m 0 0400 lisitis , 1100 2+00 - „krip.M- \ \ \ \ 4iT6,4 �� 4+ !. - A IcoNAL MONUMENT jQ / --s-s-m-n-m_a o E%]2•y CSO 1 �: a n-n \-a-s-a-®-a-a-ss-v-s-s- = }ss i _ _:-v-a--n-v-$- ��� " \ IX. CB STD GRARIM T4E6 i B. DI IE. 5-t5A4' I II �; 1 l 1{ VI E5.12WI0-,I \\ BOTT00 IWAlER-12' \� 6�Fu F � ja 1 C MITI TLEILLI'Le A MI B SAW.' OMPRExENSNE PUx) B N6707'19•E 902.02' �I ®I 11 ,r 9 / o I \\�Q ROW \\ a 1 Ip Q �I. Z 8W gtl"`~ ila / S. NORFOLK ST. 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STOP AND SIDEWALK •. $TA: 80a56.56 �j 2t0• t5 I l 1 \ OFF: 5212'- , + OFF: 526J�Ri OFF --/ 45 n BAR 4 I OFP 5.3,'Lil - '`a w =ns, Nrt, N YY — �, l Na. 0ala s 333 pP. RrvsmD BDw Scale: Horizontal D� Vertical ID P of w' , i�, cc . av' A.: sbv 2 Sill Z. .:AsrNMAL fH\ 9/29/2022 For PROLOGIS EMERALD GATEWAY 3601 S. NORFOLK STREET SEATTLE, WA Title SOUTH NORFOLK STREET PLAN AND PROFILE FOR PROLOGIS EMERALD GATEWAY Jab Number 18182 9/29/22 JEP JEP DUB REVISED STORM DESIGN ti8lgilausen Consulting Engineers, Inc. 1821572nd Avenue South Keno WA98032 425251.6222 bergheueenean BDw Sheet R3 al 9 D_ PoPrewb 9/29/22 Do, 5 as Z 3 Fig0 25 O 20 �v 15 52 Z2 aW 5 4 O9 W 0 N 9+00 NOTE THE STORM LINE SHALL BE OWNED MNNTAINED BY THE CITYOF TUKWILA 0 LINE SEWER TO REMOIN SOUTH NORFOLK STREET PLAN AND PROFILE FOR PROLOGIS EMERALD GATEWAY A PORTION OF THE NW AND NE 1/4 OF SECTIONS 03 AND 04, TOWNSHIP 23N, RANGE 4E W.M., CITIES OF TUKWILA AND SEATTLE, KING COUNTY WASHINGTON EX CB STD GRATE TYPE 1 4+00 x. CB STD GRATE TYPE II 48 1118 CNC E. sE=n.49 N6707'19'E 902.02' lE% EDGE of RA1EMENT/ / 5+00 RECORD DRAWING tX L_GL D PAVEMENT J2' CNC��E. W-6.40 J2" NORFOLK ST SEA: 5+50.00-, I W N67.07'19'E 902.02' _—� r---= -- — w uT i INSTALL VALLEY GU IX (MATCH c GRADE) i 88 1s 1: PVC NN _—� ��-I-'_����__ 4. ROW— I _\\_.. b �`` ` '• 0 �s WCUT LIN (MAIOU Ex.EGRADE) NEW CURBGUTTER -. CB p I _.twl•E——.8-8m--W--Awl—mm—gym— —n,..,— �— .,., ^ E(X. iELLME , 1 /IO if 12' PVC SO _.MI— . , . In • . ° x iEi uN nm nm—,aA�� —'R,,, ,srR.-.8, ., wpm-m—�.1°-+-:ma-"`"e - �u1 .m,�,w.S ° •_1—_ • .. >--.-- °n�..,._.�nw ER L. LIMP a,=.r ') ,ilo ®•umy m o ®° m'm' �.n«, EX 8" ! — 7,— w,— °,�_ _ , m ."m— .-up :l — i� som ro mn"Im w_ • / E%. SIB---_— j EX CB STD GRATE E l-A EX. 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Dale Ck0 Mar. 20 Revision NOTE THE STORM TINE SHALL BE OWNED AND MAINTAINED BY THE CITY 0,U.. 35 1 ao n. 8 1 25 20 a I 15 10 §1 s 0 MI 9/29/22 JEP JEP DNB REVISED STORM DESIGN SOUTH NORFOLK STREET PLAN AND PROFILE FOR PROLOGIS EMERALD GATEWAY A PORTION OF THE NW AND NE 1/4 OF SECTIONS 03 AND 04, TOWNSHIP 23N, RANGE 4E W.M., CITIES OF TUKWILA AND SEATTLE, KING COUNTY WASHINGTON 1 TYPE 2-+8' SADD NH i ■ n an a, axl.no • ��'^"a___.... ._....__.ice 119 166 ••1 UST IN IE - 1 62 r6" E) sa (1e" s� a -IE = 1382 (68 IE 62 (16ADJUST RIM TO FG gi a 8 43+00 EX. CB STD GRATE TYPE II 48. 8'.OLJEE_JLIZ Ek e• DI LE. 8,162 I In-=-a-.-.---.-.-a mx. T Cso aoT� ycps 10 / SpTyA1 5+O5.72. ♦SS' Rr / .111 �IE �� Ex. 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RT UIiER ITI Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA98032 425251.6222 barghausineem BEGIN CURB, AND STw 6+G91. aN OFF: 55.13'12T For. PROLOGIS EMERALD GATEWAY 3601 S. NORFOLK STREET SEATTLE, WA RECORD DRAWING Title SOUTH NORFOLK STREET PLAN AND PROFILE FOR PROLOGIS EMERALD GATEWAY Job Number 18182 Sheet R5 a, 9 7 20 05 30 NOM THE SEdal uE 9W1 EC OWED AND IMP. EO BY TIE MY DP TIIMIA SOUTH NORFOLK STREET PLAN AND PROFILE FOR PROLOGIS EMERALD GATEWAY A PORTION OF THE NW AND NE 1/4 OF SECTIONS 03 AND 04, TOWNSHIP 23N, RANGE 4E WM, CITES OF TUCWLA AND SEATTLE, KING COUNTY WASHINGTON 25 0. STA:T+28.08- END CURB, GUTTER eua PE. ! ts! 3 100 — 1 � Pi ..di•ie•♦ ♦♦. • ap ETML Oa 8r*. ♦♦♦0 NEW ,0 OxrvEwnv PER siD D iei IFle9w SD. 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NORFOLK STREET SEATTLE, WA Title SOUTH NORFOLK STREET PLAN AND PROFILE FOR PROLOGIS EMERALD GATEWAY Job Number 18182 1 9/29/22 ar JEP DIM IMBED STOMA DESIGN pi BaTghaUSen Consulting Engineers, Inc 18214 W dA 32ue5oulh 98 425.251= WfghouMn.corn 05901 R7 of CI g 9 RECORD DRAWING - SOUTH NORFOLK STREET PLAN AND PROFILE 1• -10' 20 PROLOGIS EMERALD GATEWAY ��� A PORTION OF THE NW AND NE 1/4 OF SECTIONS 03 AND 04, TOWNSHIP 23N, RANGE 4E WM, CITIES OF TUCWLA AND SEATTLE, ICING COUNTY WASHNGTON 1 1 35 25 la 25 ------- GIN 20 - —°' a - 20 1 10 • I i 1 L1 Io fie Im _� mm _ - _� � aw �. ^_' 8R R� NR li 100 3 __ __ _ _ 13+00 14+00 15-F00 15+10 METRo 4KC w)o /4 / j / / w/,o' RT. UPPED PE, / \ \ ; .' j r l 8" WHITE LSE N BARRIER R xE/TBNWB 93 _a= —__ ------=PIPEE PE ____________________ __ __ ___ 1 EX. GAS LINE •-v-v-v-•-a-°-°°°-O-L-v-e-°-v-°-°-° EX. POYIER MNE nwl nun nW mm w) nw o S /. S IX GS LME °\ 19/ IX_. �8�5`1/ i xA i P `/^ e ®� _ —il ETF¢%NC W!0 \NEW Y' MARKING / FO REFER TO 4. 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All w i '�L — t�iL Zvi k N ` ��`p t GAR LNE \y \ FIGHT OF WRY FIGHT OF WRY g(31e w/STatWRO cnATE NEW "ONLY. / LLIROP 3 PER STD PUN gnoa - APJ ST EX CATC BASIN AND CRATE ,� TO BE IN INSTALL NEW 1 ROW CIF WAY 111�O - e r Ex. SIGNAL CABINETS EXISTING �LNE VP R� D iI $q'''• / \\` \ "ge mgry ARaows EM°`�M / -\ V\" 4 '. V ,� 4 svN Is MO LccENO RE cE Ex TREE ro w/RMIN sxs RHEIGHT a \��_� "Fk\+f �t x, e\use\\\ �5 e i •_._ — •_ •_•_•_•I�� TB No. Date By Ckd Appr. Revision sum BL o w, Bow Checked JEP MPro.ee 0— p,„ 9/29/22 Scale. Horizontal Vertical K� Bq oe wSIIC a , z P rIC55Tx Kf� I•° , S/OMAL CNK aroront For PROLOGIS EMERALD GATEWAY 3601 S. NORFOLK STREET SEATTLE, WA Title SOUTH NORFOLK STREET PLAN AND PROFILE FOR PROLOGIS EMERALD GATEWAY Job Number 18182 1 a/A/22 ar JEP DIM L SOMA DESIGN Barghausen Consulting Engineers, Inc K8214W 9832ue5outh 425.251022 WEghausemoaRL sbPeF R8 of g 10 CONSTRUCTION NOTES AND DETAILS FOR PROLOGIS EMERALD GATEWAY A PORTION OF THE NW AND NE 1/4 OF SECTIONS 03 AND 04, TOWNSHIP 23N, RANGE 4E W.M., CITIES OF TUKWILA AND SEATTLE, KING COUNTY WASHINGTON MASTIC PIPE: GB MIN SEWED SYSTEM. ler MIN BELOW BOTTOM OF WATERMAN 2. NG BEDDING SMALL BE snr mows GRUBBED RocKICSTGPRW5DOT9smwanCOMPACTED TO 90. MAXIMUM DE say. Ue 4. PAVED MEAD: BAGINFILL WITH SW MINDS GRUBBED DDKIDSTO PERWSD0T 9asa*e. 5 UNPAVED ARENS! MCNEILL WM, WIVE MATERIAL APPROVED BE THE ENGINEER GO CRUSHED ROCK DER W5DOT WOG 6. SEP...9110N LESS THAN IS INCHES WW2, BE APPROVED BV THE ENGINEER 6 INCHED OF MAMMA MD SMALL BE DAME °BETWEEN DTILIGES. City of Tukwila UTILITY TRENCH 0-1 ,cz,liggr:grvg;r0= SIALLBEUSED Mil MATERIAL REACIIESP FIRM NO 2. UNPAVED AREA, BACKE. WITH NATIVE WEBER. APPROVED BEIGE ENGINEER OR City of Tukwila UTILITY ADJUSTMENT u" RECORD DRAWING Date Cha MPr. Revision 9/29/22 JEP JEP ONE REWSED STORM DESIGN Dest9n9J Ohm BDW Necked o 1. 9/29/22 Scale: Horizontal Vertical ITI Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA98032 425251.6222 barghawan.com For. PROLOGIS EMERALD GATEWAY 3601 S. NORFOLK STREET SEATTLE, WA Title CONSTRUCTION NOTES AND DETAILS FOR PROLOGIS EMERALD GATEWAY 11 Job Number 18182 Sheet R9 ar 9 BILL OF SALE For good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the undersigned, Prologis-Exchange 3301 South Norfolk LLC, a limited liability company organized under the laws of the state of Delaware ("Owner"), does hereby grant, bargain, transfer, sell, assign, convey, and deliver to the City of Tukwila, a Washington municipal corporation ("Grantee"), certain underground storm bypass pipelines and appurtenant facilities installed within the Grantee's right of way, as further described on Exhibit A ("Improvements"), to have and to hold the same for the said Grantee, its successors and assigns forever. Owner hereby covenants that they are 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; and that it will warrant and defend the same against the claims and demands of all persons with respect to the foregoing covenants and will pay any costs, including reasonable attorney fees incurred by Grantee, arising out of any such claim or demand. The Improvements 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. TO HAVE AND TO HOLD the same unto the said Grantee, its successors and assigns, forever. [Remainder of page intentionally left blank.] 12 IN WITNESS WHEREOF, the Owner has executed this Bill of Sale this day of , 2025. OWNER: PROLOGIS-EXCHANGE 3301 SOUTH NORFOLK LLC, a Delaware limited liability company By: PROLOGIS, L.P., a Delaware limited partnership, its sole member By: PROLOGIS, INC., a Maryland corporation, its general partner By: Jake Maxwell, Vice President STATE OF WASHINGTON ) ) ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that Jake Maxwell is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the Vice President of PROLOGIS, INC., a Maryland corporation, as the general partner of PROLOGIS, L.P., a Delaware limited partnership, as the sole member of PROLOGIS-EXCHANGE 3301 SOUTH NORFOLK LLC, a Delaware limited liability company, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED: , 2025. Notary Public for the State of Washington residing in (City) (State) Print name: Commission expires: 13 CITY OF TUKWILA, a Washington municipal corporation By: Title: Attest/Authenticated: City Clerk Approved As To Form by City Attorney STATE OF WASHINGTON ) ) ss. COUNTY OF On this day, this record was acknowledged before me by , known to me to be the of the City of Tukwila, the municipal corporation that executed the foregoing document, and acknowledged that they signed the same as their free and voluntary act for the purposes described herein. DATED December , 2025. Name: NOTARY PUBLIC in and for the state of Washington, residing at My commission expires: 14 EXHIBIT A PW22-0033 APPROVED PLAN SET SHEETS R1-R9 15 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: $ $72,088 Grantor: Grantee: 3. 0 OTHER Description: ASSET DESCRIPTION. [ ] Water 0 Sewer ©✓ Storm 0 Curb/Gutter/Sidewalk 0 Other 688 LF of Storm pipe and one type 2 -48" catch basin with saddle manhole. 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 16 PROJECT NAME: Prologis Emerald Gateway Storm Bypass PERMIT NO: PW22-0033 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 688 LF of 18" PVC Storm line 688 $101 05/01/2023 40 $69,488 $1,737.2 $3474.4 CB#1 Type 2- 48" Saddle Manhole 1 $2,600 05/01/2023 40 $2,600 $65 $130 TOTAL COSTS: $72,088 SIGNED: DATED: 3/10/2025 17 CITY OF TUKWILA Public Works Department 206-433-0179 DEVELOPMENT BULLETIN D3 TURNOVER PROCESS Permit Number Applicant/Owner Project Address Parcel Number(s) Date Submitted TURNOVER PROCESS AND DOCUMENT DESCRIPTIONS For turnover of privately built infrastructure to the City of Tukwila, the Owner, or the Owner's authorized agent, submits a completed turnover packet to Public Works 3 weeks before requesting Public Works final inspection. Using the enclosed City of Tukwila forms, provided for your convenience, will help ensure the turnover submittal is complete. Final Inspection will not be scheduled until Public Works receives the turnover submittal. Once the Public Works Department receives the turnover submittal, the Department reviews the submittal for completeness and accuracy. Public Works may request additional information or corrections to the submitted documents. Generally, the review will not hold up Final Inspection. When all the paper work is complete, the Public Works Director presents the request for turnover to the City Council. The acceptance process can take 2-6 weeks. Following acceptance, the City Clerk records the infrastructure documentation. If you have any questions regarding completion of these documents, please contact the Public Works Permit Technician at 206-433-0179. Approved 11/1999 1 18 DEVELOPMENT BULLETIN D3 TURNOVER PROCESS DOCUMENT DESCRIPTION TURNOVER LETTER Purpose: Provides formal request to the City to accept constructed infrastructure and any related rights -of -way and easements as public. Description: A letter addressed to the City of Tukwila requesting acceptance of constructed infrastructure. The letter includes a brief description of the infrastructure and reasons for turnover, for example, public infrastructure required due to development, and description of turnover paperwork being submitted. RECORD DRAWINGS, AS -BUILT PLANS, & VICINITY MAP Purpose: Provides permanent record for City Engineering and Maintenance Divisions. Used by Mayor/Utilities Committee and Council when reviewing the request for turnover. Description: Submit Record Drawing and As -built plans to Public Works on 3.5 diskette in AutoCAD and on 24" x 36 " mylar sheets drawn to scale, with the following inclusions: • Information on record drawings including: locations of existing and abandoned -in -place components, dimensions, slopes, materials, inverts, distances, finished grades and capped utilities • Construction Notes applicable to components of system • Easements • Rights -of -way • Stamped Engineer block with signature BILL OF SALE Purpose: Provides legal instrument for transferring infrastructure and easements/rights-of-way from the Owner to the City. Description: A brief summary of the installed system and attached legal descriptions of easements and rights -of -way. Bill of Sale form enclosed. Note: Documents will be recorded at King County Records. Please ensure all text and signatures are within a 1" margins on all four sides. 2 19 DEVELOPMENT BULLETIN D3 TURNOVER PROCESS CAPITAL ASSETS ACQUISITION FORM Purpose: Processing acceptance and signoff of infrastructure by Public Works/ Administration/Council/Finance. Description: A brief summary of all components installed or constructed and totals construction cost. Capital Asset Acquisition form enclosed. Note: State law requires assets acquired from a special service district to be transferred by ordinance. MATERIAL LIST/INFRASTRUCTURE SPREADSHEET Purpose: Provides complete description and constructed value of infrastructure. The Finance Department uses this to record value of City property. Description: A spreadsheet, which shows a description of each component of the system, the actual constructed cost for each component and the total construction, cost for the system. Spreadsheet must be signed and dated by Owner or authorized agent. Material List form enclosed. EASEMENTS Purpose: Grants City the right to operate, maintain, repair or reconstruct transferred infrastructure on private property. Description: Easement Form and two exhibits. The completed Easement Form must be signed, dated and notarized. The two exhibits are: Exhibit A, a written legal description of the easement and Exhibit B, a schematic plan (8-1/2 X 11) of the easement in relation to the project. Easement (Corporate Form) form enclosed. Note: Documents will be recorded at King County Records. Please ensure all text and signatures are within a 1" margins on all four sides. 3 20 DEVELOPMENT BULLETIN D3 TURNOVER PROCESS DEDICATION OF RIGHT OF WAY Purpose: Grants right of way to the City for the purpose of road classification. Description: Right of way Form and two exhibits. The completed right of way form must be signed, dated and notarized. The two exhibits are: Exhibit A, a written legal description of the Right of Way and Exhibit B, a schematic plan (8-1/2 x11) of the right of way in relation to the project. Dedication of Right-of-way form enclosed. Note: Documents will be recorded at King County Records. Please ensure all text and signatures are within a 1" margins on all four sides. MAINTENANCE BOND Purpose: Security that contractor will maintain and repair constructed infrastructure for a 2-year period. Maintenance Bond provides warranty. Description: Completed Maintenance Bond must be signed and dated. The City determines the bond amount and the Owner may secure the bond by submitting the completed and signed Maintenance Bond Form or by Assignment of Funds. Maintenance Bond Surety Agreement enclosed. 4 21 Bond No: TBD Maintenance Bond KNOW ALL MEN BY THESE PRESENTS, that we PROLOGIS-EXCHANGE 3301 SOUTH NORFOLK LLC hereinafter called Principal, as Principal, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois , hereinafter called Surety, as Surety, are held and firmly bound unto City of Tukwila hereinafter called Obligee in the sum of Ninety Three Thousand Three Hundred Fifteen Dollars and 60/100 ($93.315.60) DOLLARS, lawful money of the United States of America, to be paid to the said Obligee, or its successors or assigns, to the payment of which sum well and truly to be made, we do bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. SIGNED, sealed and dated this TBD day of WHEREAS, the Principal entered into a contract with the said Obligee, dated for Emerald Gateway Storm Bypass - Public Works Permit# PW22-0033 September 8, 2022 and, WHEREAS, the Obligee requires that these presents be executed on or before the final completion and acceptance of said contract and WHEREAS, said contract was completed and accepted on the TBD day of NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal shall remedy, without cost to the Obligee, any defects which may develop during a period of (01) one year from the date of completion and acceptance of the work performed under the contract, caused by defective or inferior materials or workmanship, then this obligation shall be void: otherwise it shall be and remain in full force and effect. ATTEST: ****PLEASE SEE ATTACHED CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT FOR THE SURETY **** CON130010ZZ060If PROLOGIS- EXCHANGE 3301 SOUTH NORFOLK LLC a Delaware limited liability company By: Authorized Person By: [Name, Title] of Prologis, Inc., a Maryland corporation FIDELITY AND DEPOSIT COMPANY OF MARYLAND By: Tanya Chinchilla , Attorney -in -Fact 22 BARGNAUSEN March 12, 2025 Kerry Murdock Development Engineer City of Tukwila Department of Public Works 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 RE: City Turnover Letter Public Works Permit Application Number PW22-0033 Emerald Gateway - 3301 South Norfolk Street Our Job No. 18182 Dear Kerry: The work associated with permit number PW22-0033 has been completed. The work was inspected and as -built to ensure that it meets or exceeds all city, state and federal requirements The installed infrastructure is ready to turn over ownership to the city of Tukwila. This work includes the installation of approximately 668' of 18" PVC storm line and a storm manhole. If you have questions or need additional information, please do not hesitate to contact me at this office. Thank you. Sincerely, James E. Pullicino Senior Civil Project Manager J P/jd/yg 18182c.065.docx enc: As Noted cc: BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 P) 425-251-6222 F) 425-251-8782 BRANCH OFFICES: TUMWATER, WA KLAMATH FALLS, OR LONG BEACH, CA ROSEVILLE, CA SAN DIEGO, CA barghausen.com 23