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HomeMy WebLinkAboutRail Mitigation Agreement • I 5 t RAIL MITIGATION AGREEMENT This Rail Mitigation Agreement (this "Agreement") is made this"'I .7day of vk , 2008, by and between AMB Institutional Alliance Fund III, L.P., a Delaware Limited rtnership ("AMB"), Union Pacific Railroad ("Union Pacific"), and the City of Auburn ("City"). RECITALS A. AMB is the owner of the real property located in the City and legal described on Exhibit A("Property"). General Electric Appliances ("GE") is the tenant of the Properly. B. GE desires to utilize rail service in connection with its use of the Property. It is anticipated that other tenants of the Property will also desire to utilize rail service. Such other tenants shall be bound also to the terms and conditions of this rail mitigation agreement and shall not require new improvements to rail service off of the Property. To that end, AMB has applied to the City for approval far construction of a rail spur extension and related improvements ("Application"). The rail spur extension will connect to Union Pacific's rail service. The associated improvements will take place at the existing 15'h Street SW rail crossing in the City and to the north and south on the Property. C. The City has conducted environmental review of the Application. In connection with that review, the City has required that the parties enter into this Agreement, and AMB and Union Pacific have voluntarily agreed to do so, to memorialize the agreement of AMB and Union Pacific to provide certain environmental mitigation associated with the improvements proposed in the Application. NOW THEREFORE, in consideration of the covenants contained herein and other good and valuable consideration, the sufficiency of which is hereby acknowledged, the parties hereto, intending to be legally bound, hereby agree as follows: AGREEMENT 1. Permanent Signalization at 15th Street SW Rail Crossing. AMB agrees at its expense to: (a) Furnish and install a new traffic signal located on the east side of the spur crossing to stop traffic traveling westbound, as shown on Exhibit B; (b) Furnish and install an inter-tie to the existing Union Pacific crossing signal to block traffic from the west using the existing signal and gates on the eastbound lanes of 15I" Street SW, as shown on Exhibit B; (c) Furnish and install a new traffic signal stopping traffic from the south from making a right turn on to 15`h Street SW from Perimeter Road and crossing the track eastbound, as shown on Exhibit B; and (d) Furnish and install crossing signal logic in both crossing systems to facilitate the safe movement of traffic in all events including a train on both tracks at the same time (collectively, "Pertnanent Signalization Improvements"). In addition to review of the Permanent Signalization Improvements by the Washington Utilities and Transportation commission and any other 1 4 governmental agency with jurisdiction over railroads and railroad safety, the City shall have the right, prior to installation of the Permanent Signalization Improvements, to review and approve the design of the Permanent Signalization Improvements for compliance with the Auburn City Code and the mitigation requirements set forth in City of Auburn Mitigated Determination of Nonsignificance SEP05-0036B. AMB agrees that the Permanent Signalization Improvements will be completed within fifteen months of receipt of all required governmental approvals. Train rail crossings by GE and other Property tenants may occur after 7:00 pm and before 5:00 am. Union Pacific may operate trains over the 15`h Street SW crossing to serve GE and other Property tenants only between 7:00 pm and 5:00 am. Union Pacific shall not operate trains over the 15`" Street SW crossing to serve GE and other Property tenants at any other time. 2. Enforcement. AMB's and Union Pacific's obligations under this Agreement may be enforced by the City either under the City's land use code enforcement procedures as set forth in the Auburn Municipal Code, or pursuant to the City's other remedies under law, at the City's election. 3. Binding Effect. The benefits and burdens of this Agreement shall be binding on the parties' respective heirs, executors, administrators, personal representatives, transferees, successors and assigns. DATED as of the day and year first above written. AMB: AMB Institutional Alliance Fund III, L.P., a Delaware limited partnership By: AMB Property, L.P., a Delaware limited partnership, Its general partner By: AMB Property Corporation, a Maryland Corporation, Its g ral ar r By: 7 ' Name: IkIJ~ its: UNION PACIFIC: Union Pacif 'lroa B ~ Y: Name: / Its: 2 CITY: City of By: Name: Its: Attest: Danielle E. Daskam, City Clerk Appr e s to f ; D iel B. Heid, ' Atto 3 EXHIBIT A PROPERTY LEGAL DESCRIPTION 4 - RS i 1 ~ t 1 LEGAL DESCRIPTION PROPOSED LOT 8 Afl those portions af Lot 11 of City of Auburn Lot Line Adjustment No. LLA-02-0015, as recorded under ~ - Recarding No. 20020725001632, and of Lots 7, 8, 9, and 12 af City of Aubum Lat Line Adjustment No. } LLA-03-0004, as recorded under Recarding No. 20030321002048, Records of King County, Washington, ! more particularly described as fol(ows: BEGINNfNG at the Northeast corner of said Lof 92; THENCE South 01° 11' 00" East along fhe East line thereof, a distance of 1745.00 feet; THENCE CQNTINUING South 01° 11' 00" East alang the East fine of said Lots 9 and 7, a distance of 1222.39 fest; { THENCE Sauth 88° 50' 10" West, 1036.34 feet; THENCE North 01 ° 01' 93" West, 889.63 feet; ' THENCE North 32° 44' 45" West, 104.03 feet to the beginning of a 149.50 foot-radius curvel to the left; THENCE along the arc of said curve, passing through a oentrat angle of 31 ° 40' 24", an arc distance ot 82.64 feet; THENCE Narih 64° 25' 08" West, 108.32 feet to the beginning of a 98.50-foot-radius curve to the right; THENCE along the arc of said curve, passing through a centrai angle of 24° 45' 39", an arc distance of 42.57 feet; THENCE IVorth 25° 34' 51" East, 16.85 feet to the beginning of a non-tangenf cunre to the righf, from which point the radius point of said curve bears North 55° 71' 22" East, 83.50 feet distant; THENCE Northerly aiong the arc of said curve, passing through a central angle of 61 ° 04' 3T', an arc distance of 88.01 feet; THENCE North 64° 25' 09" West, 6.51 feet; THENCE North 25° 04' 56" East, 252.71 feef; ; THENCE North 25° OQ' 28" East, 137.68 feef; THENCE North 27° 08' 24" East, 31.00 feet; THENCE North 24° 46' S0" East, 64.85 feet; THENCE North 28° 30' 03" East, 27.10 feet; THENCE North 26° 33' 08" EaSt, 217.64 feet; THENCE South 64° 34' 17" East, 70.00 fQet to the beginning of a non-tangent curve ta the left, from which point the radius point bears South 63° 46' 27" East, 230.00 feet distant; THENCE Southerly along the arc of said curve, passing through a central angle af 27° 24' 33", an arc distance of 910.03 feet. THENCE Soufh 01 ° 11' 00" East, 280.96 feet; THENCE North 88° 49' 47" East, 912.47 feet; THENCE North 09° 11' 00" West, 1395.00 feet; THENCE Sottth 88° 49' 47" West, 10.02 feet; THENCE North 01 ° 10' 13" West, 75.00 feet ta fhe beginning of a 20.00-foot-radius curve to the left; THENCE slong the arc of said curoe, passing through a central angia of 90° 00' 00", an arc distance of - 31.42 feet; THENCE Narth 01° 10' 13" Wesf, 5.00 feet to the South margin of 15th Streef S.W.; THENCE North 88° 49' 47" East a(ong said South margin 85.00 feet to the POINT OF BEGINNING. P$se 2 oras r Aubum 17-05 1'SA Exhibits (Execution Final) 20051020 EXHIBIT B RAIL IMPROVEMENTS DEPICTION 5 ~ ~ , ,~►~lo ~ -i Fir ~ ~ ~ ~ ! I I p ~p~ Gyg ~ ~f\ Vf If I, - \ sa f r I i sie c'soj i ~ i~ _ _1- p•~~ $i~l p~ C > 0 1~.s0 p z 0 r1 lyf s€ 4a~ I~S ~ er'`~~, ~ t ~ ~ -j-~ g ~~i •~~p~ a ~ m ~ M g ~~s~ g s` I~ ~*c8,'•~~ ~ i I i 6 t.. ~ y \ O ~ fn'n c c° ~ y n ~1 ~ b 75TH STREET S.W. yI ~ O ; Z , w.ao.+2w - f0 H ~ ~ ; . - . - . ~ td 1-4 Z-E ~ z p! a~~ =N O Zo o p r o oI Z= ~ ~!1~~Y S~~~ae ~ A I igEa ~ b s ~ ~ €5 I s ~ ~ ~ - lol FqCog- 60 15 Q,GH'4l/s ,esis 72NO eveNUe sourH F0f' AMB PROPERTY LP TMC EASEMENT EXHIBIT FOR 12088 r F KcnT. wn eawz RAIL TRACK AND SIGNAL iMPROVEMENT3 m Z c425>251 -ezzz ONE O'HARE CENTRE 15TH STREET 3W AND PERMETER ROAD - (425)251-87e1 vO 6250 NORTH RIVER ROAD, SUITE 7100 AMB VALLEY DI3TRIBUTION CENTER -K' R03EMONT IL 80018 AUBURN, KING COUNTY, WASHINGTON pe 5;~p.{TNG, pmap,NEMK SEm~CES om•~/xim <ExcMf~ ~ m/xz/ae ~a~a.. - v:\~\cm~ooaooon\uoocMW<\~d\~~-cmaoveza.~ Z9~u '^gN 5J Gj i~i yo Np c:, y~o~ gi~ m r b 88.22 E%PS 0+00.00 (TR-131) -:o MpMUNEi00.00'(7N-131) o~Zy .Q~o m~ r/RSe.sz i, g8p 4 I : p _NO i~ ~ 88.52 pw ~~o om ~g' gv O I m~~ o~ om ~ 0 88.]3 MATCH `TO EXISTINC c~ A T~ o m 1+85.52 (TR-131) NECL TO 70 M p m A p ~ r/R ae;sa j+as.sz m-ul z~Z N m } 86.30 m, . i> A 88.00 2+70 „ °o yco 8 ~ 132 RE'~ z ; COAIP JOINT~ BVCS: 2+43.32 F o ~ 87 91 : 133 RE: . . i wnN 88.08 __..,_.........._...BVCE: 88.12 5 5 0 o a. ~ iN D V~ 2 4 f~ pp~ 8 A~ m z u Z w ~ c n + <n } 67.]9 8 87.94 O m N m W ~ ~ ~ I EVCS: 3+43.32 . 87 83 88.12 F1.CE: 88.08 w LB'fS+t ~ Od ~ m a ;9 ~ ~ ~ 88.40 ~ I A ~H: o e8 .27 : ~ N ~ 88.69 + o } 88.66 BVeS: 5+00 00 8 88.98 eVQE: 88.9B 88.92 ' : ~ _;........__..........i; ~ 8 2s a 5 5 ~ - + O } 89.03 ' ° 11 n<> r QJ ♦ 1d ~ O 89.17 : ~ Z m O 89.24 n ~ tn g ~ 7d ' ' I ' 89.57 ~ x 4~~x9 ~ o EVCS: 7+00 . . ~ m °o, 89.44 . : - / a 89.65 EVCE: 89.65 ~ N" h • z Y ~ ; 4~ 4 ' ~ , , 7 : 89.41 . I . O \y x i. .56 O • ~~9 ~o!`D „ e 89J4 0 15th Street SW " t 10 o El(. RWNO c5 EX. ~'i 1 _ O PR OSEO T R I I. O O „ 89.65 89.83 b . , . ~ 89 78 89.88 ! 0 y \ E,% PS 9+74.68 (TR-131) i/R 99.90 ~ P J ~ , ` lO .~.~x 89.89 / ~ n ~ 89.92 . , 89.80 ~ Lj~_\\. 89.97 ~>~yZ>C~DU~~i~>~Z ~ v ! ~ ""7 ~:~AOg'zo~N Noy~ ~ o~omx"+~F~ ~ / Q ~ Q~ ~ p 3 O m~N []1 O O ^7 ~ t g ~4 ~ ffi~Z c Nm mo ac~ o viz e j~ 8~ 2~ m~~_ ~p no Z Q~{S ~ C p O~~ ZoA = i{ y ~ p ~Ay AD T 0 0J O 1`"LI tOm ~v - S N ~ a z o i ~ > ~ p n o AMB Rail Crassing - 15th Sireet SW DAVID EVAN8 TRACK PLAN ~ °o a $~z 6~~ Po ~ I C O w"oASdOCIATE811e. AND PROFILE E.K,,,,,Vs Coast Rail A~ I I I I ( I e Auburn, Washington . ~ ' . • .~„=,~.,a,~,..,~~~,~~„~~w,,.~.~-~~,., ~ ~°B T e oS I R a Y(~ I a- h Aen~e a o---- B~ ~ t6 ~a fl I I-~. s ~8 a ID~ ~ ~ d R d ~q ~ lo d ' I I x ? m ^ lM e I I ~ 1 ~ I N B I ~ d 4 • ii ~ q I ~ ` A I~II s ~m.. a as „ f - ~ s s e . ~ e I N K F 4 ~ I 1 . ~ ~ ~ Ce 5p FB J~ I eo 9 I Op a!~ •Bf Ic N G.p 6226 ~ ~ _ 'r. I ~ m I r~ N ~A D; ~ m I . bn n n y o$ O 8 9 ■ $I n m o ~ . . . ° 3~- z a fx I ~ o yg 9 R ~ m ? A s B 48v ~ I ~x 5 :g a - 4g ~ e i ~ t g I ~y I ~+F~ ~'a a I I N Cs I • I~ a. g a2 I~ ~T r ~I ~ < ~ ~ ~ ^J a 0~ ~ W°~ c AMB Rail Crossing - 15th Slreel SW Nt DAVID HVANS CONCRETE CROSSING w.eA880CIATEB o m ~yn waor.~~«r.~taa.on ~~WW+a~^wu Coast Rail 2n"1 Aubum, Washington . ~ " . 0 ~ F ~ ~ ~F oa % i ~N ~ IIIII A 'A A ~A =s ^ ~ ~a $ ~ ~ . 0 4 p r7. Nsn A ~Om N pp ~ y N V ~ m m ~ a u O ~ m s o NLII p 5 : I rFl y z F D ~ N m + ~ m ~ 9 m u Z A Z a 0 0 z o D O A 8 ~ illilii z N jl~i a D y~j m y D ~ ~ y f 0 ~ ~ D y~ n r T DD"' ~ • -8 y ~-'s R~~ . 4 I ° I~ q+ ~ uSF 'o 00 $ g ~ Q f ~ i+ 9 W + N Z ~ w m }N" 4 ~ ~ 3 ~ aT i D ~ 2 x ~ p~ AMB Rail Crossing - 15th Streel SW W ~ ; DAVID EVANS TRACK DETAILS o g 6 °o w.oA880C1ATES "'e. a~ao r~c~e M.r. ~l ew an T- wwac^wv" Coast Rail ~ Aubum, Washin9ton I I I I i I I i I I I I I I ~ I I I I ~ I ~ ~ I ~ I I - ~ I y ~ I p ~ I 2 ~ ~ I I ~ l 7I ~ I ~ ~ ~ C ~ 9 p ~ A A Z A ~ I T Ap ~ ~p p N pN o N~ Z I S N~ N N~ p nO ~ I O 2 n ~ ~ p y g I g D2 y m o rr~ o o ~ o Ar-I ~ 0 y I y ~ 0 I ci °z N i I y s.m a° m m a r~ r~ + M n m ~ N ~ rn N ~ N N ~ y ~ N ~ 0 0 N N ~ m 0 g o Z = m Z ~ n I Ih A .1~1 ~ w A µ A F I I m ~ ~ I m ~ I y I I o I I o I I I I I I I ~ ~ o I ° ~ I I I I I I I I I I I I I I I I I I I I I I I I M~ 10 0 AMB Reil Crossing - 151h Street SW TRACK DETAILS ~ P. DAVID EVANS 80CIATEB'"c. A8 o ~ 3 r wo Coast Rail Aubum, Washington a • ~ ~ ~ i S . I RH YAMG OER/JL ~ ~ '~.PS7*12.15 7PoC'~' , , ~ . . '..=0+00 (iNK ~F. r ~ 8 8~ / ~ 8 G ~ - , s . a s g a~ g , . n 8 S~ . F ~ . . ~ , . _xk. . . . . . s.,s.ao I - : _ . ~ ....-8t8&97 1NK C - + U . . . . P 4,41' L~ , . : u~ ~ g.. m„cHuNE _sEE aHeeT z N U N ~ ~ ~ , x 0 a g ~ ~ ~ ~ i~ DAVID EVANS TRACK PLAN wNOA330CIATEBINC• AMB DISTRIBUTION FACILITY 3" Ranr 25i97297l0 90424 A I I I I I I,°e ~O BARGHAUSEN EN G I NEER I N G AUBURN, WA MATCFILlE - 8M 9HEEf 1 C A : g. 71 . PS 0+00 1RN ' , . . . ' ~ ~ ~ 13+11i1 ; (iAl( A ~ . ~~o~~._ •IfpJ,7g . d ~ + e . ~ ~eLR N J i q~ , ~ ~ ~ . , ~ N ; ~ . o ~ - ~'J~', i ~ • 9 $ ~ g - . Y ~ ' . „ ~ . ~ ~ )pfl . M OOi . . d1R _ BUIIP€R DIEN 7R1( 'A' EOT : 1 s . ~ . ; , ~ F.:~ . w . . . • , , , i , „ ~ „ , , . , , r- ° % . i: . . . . ~ m ~ A f L O~ J C SC a t ~ . ~ Ay m A > y m ~ ~ m s dE * ~ f ~ ~ . • . $ N ~ y fi. 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' ~ S 3 l. ~ ~ E N E ~ t ~ D z =y': rt+ o ° n - L$ ,L.X~ g 'I I^ u ~ ;..:f. P n D QD m D m N~ A U ~ Z A ~ Z RAILROAD DETAILS wxoqggOCIATEBINC• AMB DISTRIBUTION FACILITY 0Q 8 8., 8 w ~ 3700 P~cific HAW. F~L &il. 371 ~ ~ I I IJ IJ I IJ ~ O T~ Z~g~ 4 BARGHAUSEN ENGINEERING 0 AUBURN, WA Mo,rcriM - sM ,eeove. RoKr ' ag ~ 8$ 8!R v p p ~ u ~ a; 90.5 , . . 91.33 91' I ~27432.10 (7RK 'A') I ~ e ' MATqI E% T/R ~ y. D x aD.2 .9+46.32 TRK 131 I ~ . . ° . a ~ ( . i 89.87 A Y ao9o° 5 0+00 TRK ~ T 'A 7 4.9. OTRK 131) p~{ 8 8 p 3 r B99 ~ 1 . ~ 9 1 ] ' ~ 91 ~ I ~ E9 0,2 99 . ~ ElO51NIGa~x0 ~ . • 91.33 ♦ I , 90 0 . ~ vaaosEO TM f ~ I es e3 / rq~ PN,C 2+00 55 ' EA{i1HEN BUMPER 70+58 Z yo~ T/R 90.09 t. ' a \ TRK -A- EOT 30+66 a W o pYr 3+00 o~ro 09 3 90+17 91.33 s T/R 90.17 es Jwa 90+21 ~ I ~ I . i .133 ~ z o } 89 2 ~ ~ ~p ~ ~ B93 00.37 O ~ I ~ i . 033 S ; V B94 7+12l5 7RN ;A') ~S - 0+00 1RK C I... $ B96 ~ , r.. 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LE3=f -i TRACK PROFLES ~ p ~~=e~=fr 8 8 s 8 w o Q AND DASAVID SOCIAT EVAN8 E3 IN=. AMB DISTRIBUTION FACILITY 911424 VWp~ ~ g-78p BARGHAUSEN ENGINEERING ~ I I I I I I e o AUBURN, WA