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Home My WebLink About01-086 - Union Pacific Railroad Co. - Public Highway Crossing / South 180th StreetPHC 880706 Folder No.: 1954-46 Form Approved, AVP-Law Audit No.: Agreement Number NEW PUBLIC HIGHWAY CROSSING AGREEMENT 180th Street Mile Post 171.02 — Seattle Subdivision Tukwila, King County, Washington THIS AGREEMENT, made and entered into as of the 200 day of by and between UNION PACIFIC RAILROAD COMPANY, a Delaware corporation to be addressed at 1800 Farnam Street, Omaha, Nebraska 68102 (hereinafter the "Railroad") and the CITY OF TUKWILA, a municipal corporation or political subdivision of the State of Washington to be addressed at 6300 Southcenter Boulevard, Suite #100, Tukwila, WA 98188 (hereinafter the "Political Body"), WITNESSETH: RECITALS: The Political Body desires to undertake as its project the construction of the new 180th Street grade separation public road crossing project (hereinafter the "Project"). The Political Body desires the right to use for the Project that portion of the right-of-way of the Railroad at 171.02 on the Seattle Subdivision (hereinafter the "Crossing Area") shown on the attached print dated July 2, 2001, marked Exhibit A. AGREEMENT: NOW, THEREFORE, it is mutually agreed by and between the parties hereto as follows: ARTICLE I - RAILROAD GRANTS RIGHT For and in consideration of the Political Body's agreement to perform and abide by the terms of this Agreement, including Exhibits A, A-1, B, B-1 and C, attached hereto and hereby inade a part hereof, the Railroad hereby grants to the Political Body, the right to establish, construct, maintain, repair, renew, and use a public highway at grade over and across the Crossing Area, together with the right of entry to control and remove from the Railroad's right-of-way, on each side of the Crossing Area, weeds and vegetation which may obstruct the view of motorists, approaching the Crossing Area, to any trains that may also be approaching the Crossing Area. ARTICLE 2 - COMPENSATION In consideration of the rights granted herein, the Political Body does hereby agree to pay to the Railroad the sum of ONE THOUSAND DOLLARS ($1,000.00). ARTICLE 3 - CERTIFICATE OF INSURANCE A. Before any work on the Premises begins, the Political Body (as defined in Section8(a) of Exhibit B to this Agreement) will provide the Railroad with a Certificate issued by its insurance carrier providing the insurance coverage required pursuant to Exhibit B-1 of this Agreement in a policy containing the following endorsement: "Union Pacific Railroad Company is named as additional insured with respect to all liabilities arising out of Insured's performance of the work required for the project. 1954-46 City of Tukwila, WA Page I July 2, 2001 180"' Street Grade Separation PHC 880706 Folder No.: 1954-46 Form Approved, AVP-Law Audit No.: B. The Political Body WARRANTS that this agreement has been thoroughly reviewed by its insurance agent(s)/broker(s) and that said agent(s)/broker(s) has been instructed to procure insurance coverage and an endorsement as required herein. C. All insurance correspondence shall be directed to: Union Pacific Railroad Company, 1800 Farnarn Street, Omaha, Nebraska 68102, with reference to Folder No. 1954-46, D. The Political Body may self -insure all or a portion of the insurance coverage required hereunder, subject to Railroad's review and approval. However, the Political Body's contractor/subcontractor (if any) shall obtain and provide evidence of insurance coverage pursuant to Exhibit B-1 of this agreement. ARTICLE 4 - IF WORK IS TO BE PERFORMED BY CONTRACTOR If a contractor is to perform any of the work on the Project (including initial construction and subsequent relocation or substantial maintenance and repair work), then the Political Body shall require its contractor to execute the Railroad's Right of Entry Agreement, attached hereto as Exhibit D and hereby made a part hereof. Political Body acknowledges receipt of a copy of the Right of Entry Agreement and understanding of its terms, provisions, and requirements, and will inform its contractor of the need to execute the Agreement. Under no circumstances will Political Body's contractor be allowed onto Railroad's premises without first executing the Right of Entry Agreement. ARTICLE 5 - FEDERAL AID HIGHWAY PROGRAM The Project is to be financed in whole or in part from funds appropriated by the Federal government and expended under Federal regulations. It is therefore agreed, by and between the parties hereto, that Federal -Aid Highway Program Manual, Volume 1, Chapter 4, Section 3, and Volume 6, Chapter 6, Section 2, Subsection 1, issued by the Federal Highway Administration, and any amendments or supplements thereto which are in effect at the time of the execution of each supplement hereto, are incorporated by reference into this Agreement. ARTICLE 6 - WORK TO BE PERFORMED 13Y THE RAILROAD A. The Railroad may make any and all changes, alterations or relocations, whether temporary or permanent, and may provide flagging and other protective services and devices, which in the Railroad's judgment may be or become necessary or expedient within the Railroad's right-of-way because of the Project. Such work shall include, without limitation, shoo -fly track construction and signal work. B. The Railroad shall, at the sole cost and expense of the Political Body, maintain, repair, and replace the warning devices installed hereunder; PROVIDED, HOWEVER, that this provision shall not negate the Railroad's eligibility for any further federal, state or local or other public funds that may become available for the maintenance of said devices; and PROVIDED, FURTHER, that the cost of repair or replacement resulting from damage caused by non-parties that is not recoverable by theRailroad from the non-parties shall be borneentirely by the Political Body C. The Political Body agrees to pay the Railroad 100 % of the actual cost of the Railroad's work performed and materials supplied as hereinabove set forth, which includes customary additives to materials services provided by the Railroad as shown on Exhibit C, attached hereto and hereby made a part hereof. ARTICLE 7 - EFFECTIVE DATE, -TERM This Agreement shall become effective as of the date first herein written, or the date work commences on the Project, whichever is earlier, and shall continue in full force and effect until terminated as herein provided. 1954-46 City of Tukwila, WA Page 2 July 2, 2001 180"' Street Grade Separation PFIC 880706 Form Approved, AVP-Law Audit No.: Folder No.: 1954-46 IN WITNESS WHEREOF, the parties have caused this Agreement to be executed in duplicate as of the date first herein written. ATTEST: (Seal) UNION PACIFIC RAILROAD COMPANY By AVP Real Estate CITY OF TUKWILA Byj;M Title: Resolution No.: Pursuant to Resolution/Order dated: 200 hereto attached. 195446 City of Tukwila, WA Page 3 July 2, 2001 180"' Street Grade Separation EXHIBIT A Location & Detail Prints S 3AV' 0 d C't I t-t, a,OD to S 3AV Hi s 3"\" K.Lqt S :;AV H19t -a4, S -ld H i C—t, CL S 31tL HIlt7 0 S 3AV H140" S Id Hl/-t, S 3IlV HI ft s 3iAv Hlet, z, 3AV H16tr, s 3AV 1549 o Tin t�"T'H Av 3AV (IdOg 0 PL S 4� C� 82 SEGALE PARK E-7 ND AVE iz& 64TH AVE S ass ArJDDVER PARK W el 0 T H A:VE S ANDOVER PARK Eqa Al w C S 3AV HIO/- Id N Z L 72ND AVE Rid) 7W 4- N N, 7, 7. Z* z \\ VALLEY P H18/ s 3&V -18 g WE S S HiZZ. S 3AV HiO4 Ao 41 Co S 3AV IS48;8 co E; 3AY Hltlg 0 cl, Z S 3AV HiSO APS 3.Atl (INI-1 0 -4 M --------------- E VALLEY RE) S 3AV ON M 9 RAV 121166 't t--, P6� S 3AV HI 96 s 3.el,v >i o nilVH S 0 1 N) Gi , J I-, -4 0 Ty AUK s s 3- nm S 3AV HIM 4� 3S 3AV HI004 -IJ 3S ONZOL 3S 3A*V ONZO4 0 -ld Q�JE:O4 .r + a 20+^" ,. i7 ..t .--vv _ u� 7 ,r4 i}+ 14+GO 15 , SOUTH 18i H c _T o 0 4x \ } n ®i * 111 3 � z f-1 PHASE i CONSTRUCTION TP,.iL CLC= �D RCA': OP'., AND TP-/,: NS Cl EXIS i1NG 'R AGKS A SET INTERURBAN TRAIL DETOUR AND CLD _IL 1 : — IN5TA TEMPORARY SEDIMENTATION AND ERGS N CONTR ' INCLUDING CONSTRUCTING WET/OETENTiON POND AND OUTFALL — CLEARANGRJB D 1D — REMCl RELOCATE �^ RR SiGNAI AND COMMUNICATION LINES AND POLES (@Y C'11ERS) ,E PLACE SHOOFLY -ILL (--IS CONTRACT): COVIPII SHOC•"t .- TRACK WORK FXCEPT AT 180TH AND TIE—INS (BY OTHERS) IF — PERFORM SITE PREPARATION WORK OUTSIDE OF SOUTH tEd,T:H STREET 1G — CONSTRUCT PORTIONS OF RELOCATED U^.LITIES OUTSIDE 0== SOUTH ,80TH STREET WATER AND SEYFR THIS CONTRACT; (GAS, PHONE, FIBER UFTICS, POWER SY OTHERS) 40 80 =4p' s_as feet CONSULTANTS CONSTRUCTION PiC5 PUBLIC WCOI2I<S DEBT_ e e 2rsor , PHASE 1 D ' -EN GINEERINC-STREETS-V{ATER-SEWER-PARKS-BJ.LDIN G- 1.21,31301 TH YE AS UTHNGT - �u+ S °t1-0-0 ` FEDERAL WAY, WASHINGTpN - ntX%l2t � ,Q.yn%L !S eny C 12/za , BfRGEAlABAM xM3-26M sos da n-ro VOICE:(20G)431-2WO SOUTH 180th STREET GRADE SEPARATION exKK FAX (205)431-2253 ne iCctel c 2^v- ea 203• awes .vsax x. ee: r e u � i o c c --------------------- c c rDOO 13-DD 4-oo c 15t Do ,24niDo 16- D +Do 20 A- 7YP SOUTH 180-H STPEE _7 o 4E 7Nm CID of D_ Ll < PHASE 2 CONSTRUCTION 7-RAIL CLOSED, ROAD CLOSED, AND MAINS ON tX{STING TRACKS 2A - SET JI SOUTH 18I)TH STREET DETOUR AND CLOSE ROAD 28 - COMPL— UTILITY RELOCATIONS AND SITE PREPARATION 2-C - REMOVE RR SIGNA-S (BY OTHERS) - CONSTRUCT _'DSM ANE SHORING UP TO TOP OF SHOOFLY SUBGRAD! AT SHQO- Y 15oTH STREET 2E - COMPLETE SHOOFLIES AT SOUTH AND AT TIE-INS (B' OTHERS) I �'. � CONSULTANTS F'T—Jl3T—l(= WORKS JD:El"r_ d ccwl 2/20/01 -ENGINEERING- EETSAl-SEWER-PARKS-BUILDING--E2/20/0' -1119- AVENUE SOUTH WAY, WASHINGTON CVw /20 1 RERC"/ARAA4 W2600 2/20,Dt VO,GE (206)431-23DO FAI_ C�)4312:250 CONSTRUCTION PHASING PHASE SOUTH 180th STREET GRADE SEPARATION 4D o So C6 =11 1 6 .1144 OR E 9. � PRIOR --�—ASS PISLIC 11 Di 0 TO 3D DK I-0 22-00 23, 13 11+00 4 4 Xl �\M\ FBI X 30C J 7yp 71 10, f:JBLIC STORAGE AFTER 3D < I OL 1 11 m J III /—A-LINE I TE '.00 SHORINGNOTPER ITTED AT BR I DBE ASLITMENTS. -'OR' SHALI BE U C T PHASE 3 CONSTRUC-. ION TRA 1 L C; OSED, ROAD CLOSED, AND I RA'NS ON SHOOFLY PACK AT I � I SLOPE MIN. N\ S�DRING OEXTRA 3A - MOVE TRAIN S ON-C SHOOFLIES R - RE VE AND BACKFtLJ BOUT ALF OF XCAVATION, CL A �TYP) 35 H H EXIS NO SO CULVE�T - ENOUGH OF PAST OF CDS.V TO A- C"PLTION 3L - CONSTRUCT - END 1 _ OW C EL, 2320 -CESS TO PUB C S-LDRACE rt- 20 00 L— OF NEW A - ENOUGH OF END Or ROADWAY AND DRIVEWA� 0 31.50 ROADWAY EX-CAVATiON SO - CONSTRUCT EAST A A -1,50 1 x C OIVP-ETE NEW ACCESS TO PUBLIC STORAGE 9,50 LOCAL - STRUCTURAL PXCAVATiDN 'X CULVERT AND BACKFILL CL, A FOP, WALL CAP 3E - REMOVE REMAINDER OF BURIED SO SECTION FOR Y EXCAVATION 3F - EXCAVATE DOWN TO EL 23 OUTSIDE 07 SHOP I NG PER DETAIL AT LEFT STA 14,00 TO WEST SHORING 33 - COMPLETE CDSM OUTSIDE SHORING EAST SHORING TO STA 19-62 3H - COMPLETE SECANT PILE WALLS OUTSIDE SHORING 3j - CONSTRUCT lCWtR WALL CAP UNDER RR BRIDGES 3K - CONSTRUCT RR BRi DOES INCLUDING TEMPORARY STRUTS UNDER UPRR SR: DOE 40 50 alefw br dot. WC)I--'-I<S CONSULTANTSCONSTRUCTION PHASING C7 1->�UBLJC�: EJA 2/20/01 PHASE -ENGINEERING- STIREETS-1A,TEPI-SE1ER- —S- EUJILOI— "M 33301 STH AVENUE SOUTH --1 7 0144 EneckedFEDERp WAY, WASHINGTON fp P,.j HERGERIAB" "S'R12600 —T— Aa l p'. de1c 2 1 VMS:� ()43133(X) SOUTH 180th STREET GRADE SEPARATION —1, 1 PAX (206)431-2250 d— d- 21F,-2- - - - — - - - - - - R - i— 0 O p 0 . i II � I u 4M;TYP 1 ❑ G Y `�'; - �•==-' l "` p AIM,-G- EL qt l 11+00 12{00 13400 1-INE 14 0 4\ \` 1 \IY� ( 18+ N 7 I r 16+ '1. \. �\ ` \ 20,00 E1-0G SOUTH i80T= STR- `T 40 71P 3 I L h4 -T; I x , I ® VI �J J 1 i—Jol z % T j LfLf ff PHASE 4 CONSTRUCTION - TRAIL CLOSED, ROAD CLOSED. ANn T,R4111 ON NEW BRIDGES 4A - REBUILD TRACKS ON FINAL ALIGNMENT (BY �I HERS) AND MOVE TR..\S ONTO NEW BRIDGES B - REMOVE SHOOFLY SHORING TO 2' MIN BELOW TOP OF PERMANENT CDSM 4C - COMPLETE SECANT PILE WALLS INSIDE SHORING 4D - COMPLETE WALL CAPS, INCLUDING PERMANENT STRUTS 4E - IN57ALL REMAINING TEMPORARY STRUTS AND REMOVE TEMPORARY STRUTS UNDER UPRR BRIDGE 4F - CONSTRUCT SOLDIER FILE WALLS 4G - COMPLETE UNDERPASS EXCAVATION 4H - COMPLETE ALL UT'LITIES AND STORM DRAINAGE SYSTEM !NCLL'D'NG PUMP S`.ATIOfr' 4J - CONSTRUCT CONCRETE ROADWAY SLABS PLJBL.IC WOI2I< S DEFT_, -ENGINEERING-STREETS-WATER-SEWER-PARKS-BuiLDiNG- '.K - REMOVE TEMPORARY STRUTS -L - CCIIPL ALL GRADING, INCLUDING BACKFILIING WALL CAPS 4M - CONSTRUCT FASCIA 4N - INSTALL TRAIL BRIDGE 4P - CONSTRUCT ALL CURBING ROADWAY/DRIVEWAY SECTIONS, AND SIDEWALKS R - CONSTRUCT: ALL IL_UMINAT`ON, SIGHING, STRIPING, LANDSCAPING, WETLAND MI T t GAT ION, AND FENCES 4S - REMOVE TEMPORARY SEDIMENTATION AND EROSION CONTROL 4T - REMOVE DETOURS AND OPEN TRAIL AND ROAD CONSULTANTS CONSTRUCTION PHASING MCI 971 AVENUE SOUTH PHASE 4 FEDBRAL WAY, WASHINGTON eERGFR/ABAM 98XK 25W VOICE:(206Y'31.2300 SOUTH 180th STREET GRADE SEPARATION FAX (20 431-a50 40 0 40 30 =4D C8 8 1144 b —81 I , L r I I I I I I I T.23N. R.4E. W.M. STA 12-43.6D,%; i STA 1 L7-1 I i STA 12?58.50 1 1 i 462.49 LT 1 I I I I I 1 'OFF1i OF T�1: �,' r LA 11 I S .RVFY ..NTRO HORIZON- DATUM WASIK ON COORDINATE IS(S!EM, NORTH ZONE. HELD PUBLISH, D COO'SATES FOR KING COUNTY CONTROLPOINT g 7 (CIS c. 2). ALL OTHER COORDINATES ARE BASED ON GROUNC VDASURE; DISTANCES. BASIS OF REARING: HELD INVERSE REARING OF 58832'04'E BETWEEN KING COUNTY CONTROL POW- @3537 (CTS 1112) AND WSOOT CONTROL POINT GP17167-93 (CTS VERTICAL DATUM: NAVO 88. HELD ELEVATION OF 25.56 FEET FOR KING COUNTY BENCH MURK P-12, A 3- BRASS DISK IN CONCRETE WALK, STAMPED KING COUNTY KC-F-12 I993', NORTH SIDE OF S 180,, STREET NEAR HOUSE 17502, DATE OF SURVEY: 9-25-98 WITH UPDATES THROUGH SE--7MBER 2000 LINE, TYP I I I I I I I I I I I I I I EXIST EASEMENT UNE. TYP I~' I I I I 1 1 1 I I 1 EXIST UTILITY EASEMENT I I I I i I 1 I I I i I i I I I I If ! -STA 12+72.20 1 1 I 1 .I I) 147-15 LT I ` PROPER- LINEAND 12+12.12 Ll ROW " STA f`PROPOSED LINE, .��"I p I / /`-STA •3: 38.20 LT I 1 TA 71.88 48 4 - COMSI KC AL + STA 12' 56.7S B )G f LT E Y �48,02 2Q0 S A 2' 7S _X_ JW UN T _ L T k S-A 12+11 90 09+t1.Sa 47,11 LT A -LINE -_ 00.. STA'.2-i1.6t N 4,1 4£ 2 IT 9 t v__ !A R9- ST� 53, 3 a ` C E)GST ROW,LINE. 5-UNE EIA 402C 3 1 C L NE STA s.+?a0 OMME.R-IA I / i I � _ EO N i 5 00 PP PE R Y GNE 9 LIN_ STA 40+00.00 S 13 r +6 . '3 2 R ., 3�01 IT l A 12 61.60 S J 14 0 40T O IT 49,40 R ---- p FRQ1' LINE AND FR PVaS R oPNE +51.5^ Of Y jf �- f0 A,• 1 CORPORATE. BOUNDARY LINE ' 137.44' RT r ' ! COMMERCIAL y � ,.LOG O SP,i 17+51.24 / a1 B000 152.i4 RT_� / \ STA 14-51.2 STA 12+11 24 `STA 12+61.24 1514C RT- 4 s Y= —ENGINEERING—STREETS—WATER—SEWER—PARKS—BUIIGING— 152.63 RT f '52.79 RT CITY Y OF i, dry 40 0 40 80 SCALE IN FEET CONSULTANTS RIGHT—OF—WAY AND ALIGNMENT PLANS SHEET 1 eckC -C.P n0/Ot '� FEDERAL D1 AL AVENUES INGT FEI3ERAL WAY, WASHINGTON i �y C : -Holm BEIKFR/aBAM sed 2600 VOIc2tN313300 SOUTH 180th STREET GRADE SEPARATION 146� FAX FA(296y1Ot-225t1 +mENm� IV_STA ,_4i83 5, 6 �T ! 1 I 14g I LT r 4 l 97 71.4,8 _t 1 �133,55---f; �p� It7 76 ;O. POF�AT4BOUNOAR LINE )EX)ST�I.Ow UNE I� I ! STA 14+92.29 153.53 RT N I 'ERTY UNE. Tn POSED EA EM EN - PROPOSED EAS 4 N7 LIIiE STA 15+9 r 71,11 ITCI S r 5+98. 31 5'.05 LT 0) cp r T Q WF- N d J S U Q �ST 16132.44 9 05 RT IT ?78 33 85 R- S A <92.76 08- IT STA 15+92.72 a.85 RT u NOTES: .. ALL OFFSET STATIONS ARE FOR A -LINE EXCEPT AS NOTED. 1 FOR AREAS IMPACTED BY CONSTRUCTION BUT NOT COVERED BY RIGHT-OF-WAY OR EASEMENTS, THE CITY W-L OBTAIN LICENSE TO CONSTRUCT FROM THE !MPACTEED PROPERTY OWNER. C14 -PA tt4.1144 12 ° wpOp82 1'=a0' rahz.°nz �°°:e 20-Fee--2WI I .I T 23N. R.4-E. W.M-1 Ali+ �% t 5.34 LT STA 23+07.84 0 � ® � WT J `� dI F RENTON i26.,8 LT — PROPOSED EASEMENTINE. TYP 22+80'9 -- XIST ROw LINE, T?"P EX:ST: G LT O' ORAN GE 5..� 2+99.06 rSTA ,5+02.59 ��f F PgSEO UTILITY EASEMEN C' EA1EM NT 9. j LT 9+oa,33 / 70.45 LT I - f S A 21+21.2 � T LT ' ! S'+. '0+0� S4 STA 29+2 ,3 1 44,16 _T ; i ---- — — — _Z _ 3., Bp L- 24LL- ! —_-- ---- —F-- -- r'�--_—_ — :S TA 13 R �� 31,45 Rom_ CORPORATE BOUNDARY LINE F D NE STA 0 DC 2— 14 51 RAT f-Vrro �_T"_� art, I �1 i — 445/ STA 18+Q0 26 �T-'- I TA 2(�66.b' IC .31+7 ; DRAINAGE NT UYE. 1�'"a� .3.57 R. •.. V 9. r` (r E.-..SEj.IENI \ �S 3 ,+ -9, 54.51 IT Bn 04 RT S A : 41331 - t COMMERCIAL,• BLDG r\• i t STA 1+2C.84 „I #7421 ROPOSED 1 3 i hh A 'Es E.ENTI �!l 0 i `LS A 20:66.52 i 1, 1 RT E' E O I c \-PROPERTY LINE, TYP I CURVE DATA - q UNE P.I STATION ! DELTA RAQIUS ;TANGENT LENGTH 31+32,611 15421'1 `P° 1 12G 6i.E1' 1,3.84' s PUBLIC VVOi2IGS 1DEPT- EGINEERING-STaEETS-wqTEa-SEWER-PARKS-BUILDINC- i-S-A 22-1 — _�,4?_c RT a 3,.z6 4i P6 LT jL EXISPNG DRAINAGE EASEMENT ' STA 24+34 1' I .�__6474 LT _ _ — __ ___ _ __ r__ --i 8.,93 5-A 23- 2'4 �— —� / Q -- n — — STA 23+04.50 ! 6413 RT S.A 2t. 3a 98 �RT E COU`dv?OI�L F[ z E � SECTION LINE H 40 0 40 60 SCALE IN FEET by °°" CONSULTANTS -1y d ccw! 2r20/m BJA 2l20(ot 2130191N AVENUE SOUTH ch•neo 0.? 2I201�1 " FEDERAL WAY, WASHINOTON proj w^ cCw! zRotm BERGFRlAHAM 910� ar* ELF 2lmral VOICE (2C5?�1-2300 NCI�t ro FAX C2 )01.2250 NOTES: ALL OFFSET STATIONS ARE FOR A-UNE EXCEPT AS NOTED. 2, FOR AREAS :MPACTEO BY CONSTRUCTION BUT NOT COw RED BY RIGHT-OF-WAY OR EASEMENTS. THE CITY WILL OBTAIN LICENSE TO CONSTRUCT FROM THE IMPACTED PROPERTY OwNE.R, RIGHT-OF-WAY AND ALIGNMENT PLANS SHEET 2 SOUTH 1 80th STREET GRADE SEPARATION C15 z,••e 15 °11 d4 pD no :No84 �•..•.«» � .e-zaol E!;GET SOUND ENERGY OVERHEAD POWER LINES TO REIDAI N, COORDINATE ELEVATION OF LINE AND NESC CLEARANCE REQUIREMENTS WITH PUGET SOUND ENERGY NO OUTAGES SHALL BE RMITT- D FOR TRANSMISSION L'NES. CONTACT: GARY MUEL R 206) 521-5218 . TEMPORARY OUTAGES FOR TEMPORARY OVERHEAD DER cHpYry ON PLAN WILL BE I -KNIT �O WITH TWO WORK NG OARS NOTICE C PUGET SOUND tNERGY. C NTACT- BRI AN SWAR: 1253) 39 66 9 -c 3 .OR CITY OF RENTON SANITARY SEWER RELOCATION SEE DRAWING C45. 4 FOR WATER LINE RELOCATION SEE DRAWINGS 46-C48. 5 BURIED POWER, TELECOMMUNICATIONS AND GA R_LOCATIOIN 3Y OTHERS. CONTACTS: POWER; PUGET SOJNO ENERGY, BR AN SWART (253)395-b839 TELEPHONE' IST CObMUN CATION DENNIS LISA,DIA (2G6)345 4484 FIBER OPTICS; MCI-WORLD'OM (RE PRESENTING SPR NT, BBNF, ATT MC AND WORLDCO.M FOR jOINT RELOCATION PR,. ECT), MICHAEL FULMER (2 3)872-4005. LEVEL 3 COloMUNICA ONS JERKY STORY (970)2C9 4416 GAS; PUGET SOUND ENERGY, RAND. BUSCH (2G6)224-2I63 HIGH PRESSURE UP ; BP (OLYMP e PIPELINE), ANDRES R S REPO j-25)%3574 5, ALL 12' JNOERDRAIN PI SHALL BE PERFORAT D CORRUGATED POLYETHYLENE APE) tf:TH SMOG INNER NA,._. ALL 6" UN . OtRORA N PIPE SHALL BE CMP i 7. ',CEPT FOR U49ERDRA NS AND DETAIL 04 C33 ALL DRAINAGE AND JT _ITN "BENCHES TO CCSM SHA_L BE BACKFILL WITH CDE TO ORIGINAL LIMITS OF CDSM 8. FOR ®, SEE PROFILES ON DRAWINGS G34 TO C36. v -- --- I i t X,-s 45`y "w PUBLIC WORKS DEPT_ —ENGINEERING—STREETS—WATER—SEWER— RKS—. LDING— i i _ ,9ae * A, FRO% LIMIT OF G:._P SOIL MIX C� c EXISTING UTILITY INFORMATIpN IS APPROXIMATE ONLY CALL TWO WORKING DAYS r. '- BEFORE YOU CIG t-BOG-42d-5555 I f SEE NOTE 1 f a _ I I _ I v I A Q .sX LIMIT 0 - t/�oli ZoW( I w m I � N T ) W ;16+Gd W )I I W I 6 W Z i 1 � - -ALL PUGET SOUND ENERGY CppppppNCU TS Ch PEDESTRIAN BRIDGE. Sit OET, SHEET- _S200 AND SPEEGIAL FP.O M, kS I o GIN ACT: #.OMING CHAMBER N ` _ 60A-307 H r 1 G—TEMPORARY RBE V OVER.- AD -EEOER # I 0 e 20 40 CONSULTANTS DRAINAGE AND UTILITY PAN esigne up i 2/za/e, 3:EDE AL AVENUE SOUTH SHEET FEDERAL WAY, WASHINGTON g C 2l - - BfXGER1A8AM BUOO&2600 or VOICE t206)43L2700 SOUTH 180th STREET GRADE SEPARATION e4 - FAX (206ml1. 50 C31 1 31 .1144 n AUL`48< X NV 6. ALL i2" VYDERDRAIN RIPE SHALL BE PERFCRATEO CORRUGATED POLYETHYLENE (PE) ( - P'JGFT SOUND ENERGY OVERHEAD POWER LINES TO REMAIN, COORDINATE ELEVATION WITH SMOOTH INNER WALL. A:.L 6 UNDER RAIN PIPE SHALL BE CMP OF LINES AND NESC CLEARANCE R.EOU I REME:YTS V4'!.H P GET SOUND ENERGY. 7 % FOR --NDERDRAI NS AND DETA. ON C33 ALL DRAINAGE AND UTILITY TRENCHES NO OUTAGES BE PERMITTED FOR TRANSMISSION LINES. IN.OrCOSM SHALL BE BACKFi LL WITH CDF TC OR.G NAL LIMNS OF COSM. RHALL CONTACT: vARY MUE�IER ,206) 521-5218 8. 2. ?cMPORAF.Y OUTAGES FEEDER PLAN Will FOR ®. SEE PROFILES ON DRAWINGS C34 TO C36. � v FOR TEMPORARY 04'ERHEAO SHCWN CN 3E PERM TTEC WITH TWO WORKING DAYS NOTICE TOP GET SOUND ENERGY, <A CONTACT: BRIAN SWART (253) 395-6839 - `EMERGENCY 0,TENTION/wET FOND OVERFLOW ` 3. FOR CITY OF RENTON SANITARY SEWER RELOCATION SEE DRAWING C45, SEE DE n.�S uN 6HEET C36 7l�SPILLWAY znBERM 4, FOR WATER LINE RELOCATION, SEE DRAWINGS C46-C48. 9UR ED PG'4.TR, -El ECOv,R^.JNI CATIONS, AND GAS RF-OCAT:ON BY OTHERS. - CPYTACTS: POWER; PUCE` SOUND ENERGY, BRIAN SWART (253)395-6839 TELEPHONE; CWEST COMMUN CATIONS, DENNIS LIBAD'4 (2C6)345 4484 FIBER OPTICS; MCI-WORLOCOM (REPRESENTING SPRINT, BSN�, AT', MCI ACCESS RAMP i AND WORLDCCM FOR JOINT RELOCATION PRO.,ECT). c v dG .-Mc ' 4 7 -4 LEVEL COMMUNICATIONS, ATI . M'ChA FL .. R 253 8 2 005. �_ EL 3 CO U. C ,.., El L .. ( ) JERRY STD '97C,209 44.6 c^ �1 I CAS- PVGET SOUND NERGY RANDY BUSCH (206)224-2163 HIGH PRESSURE UEL, 'BP ( Pt°EL. NE), ANDRES RESTREPO (425)235-7746 �IC ACCESS RAMP" Q-- SAP ROX LIMIT OF .,� DE I SOIL MIX It .—PUMP STATION 81 \ 82 v 15 CJu ) —_ Ju __— (n 17 Z * I Op A - LINE x .� 1n0 J _ - 0 I 12 14 15 18 4 i -c / M-----�—'a� l LMmmO{..V� LF OF k iSTIN_ _ TEMPORARY PSE ANIIIARY S WER PE y OVERHEAD EO_R i o rvVERT NF RvaroN EX:STIN., NY`tIT INFORMATION SHOWN IS � INTEROLATIGI OF AVAILABLE PA -A. r 'HE CCI ACTOR SHALL XCAVA AND G VERIFY EXISTING INY RT HOWN J04 'C SAN ARY W-R CON TRJCTCN. IF r HERE DIS AN Y FOUND,HE C,NTRAC GR .`_ SHA. MMEGIATELY NOTIFY THE EYGN R FOR R CA - ULATION Of F_ THE ST-11 FOR .HE NEWSEWER. - r v3 i 4 PUBLIC WORKS DEFT_ -=NGINEERING-STREETS-WATER-SEWER-?ARKS-BUiL7iNG- !s08 1+00 1 -REMOVE EXIST _HOLE 3 20 -REMOVE ROLF 3 EXIST A 11 1! SANITARY SEWS R P,PE t 3 / SEXxt C EANOt, 8 'A SYA. 20 23. 86 1R. ' I /(( �155 LF NEW 8 C 900 E 22_43 (,MATCH _X'ST •) i {/ ( SIDE SEW R PROTECT -..ALLOW COVER „ VRIN CONSTRL., 0k I (/ 2C 0 20 - cVle feet CONSULTANTS DRAINAGE AND UTILITY PLAN 33301 9TH AVENUE SOUTH SHEET 2 FEDERAL WAY, WASHINGTON BEJtGEK/ARAM 9WO3-2600 volGet2oeya3l-z30a SOUTH 180th STREET GRADE SEPARATION FAk (206)431-2250 22 00 IX LIMIT SOIL MIX MH HI S '.A' LOW MANHOLE TYPE S.A. A21364 28.5' IT E z= 70 F. 277 (EXIST „'E•) �. 2.1.7,F (MATCH EXIST EXISTING UTILITY INFORMATION IS APPROXIMATE ONLY CALL TWO WORKING DAYS BEFORE YOU DIG i 1-800-424-5555 C32 1 32 "44 PA 1n-84 Terms and Conditions PHC 880301 Standard Form Approved, AVP-Law 14 EXHIBIT B Public Highway Crossing SECTION 1 - CONDITIONS AND COVENANTS a) The Railroad makes no covenant or warranty of title for quiet possession or against encumbrances. The Political Body shall not use or permit use of the Crossing Area for any purposes other than those described in this Agreement. Without limiting the foregoing, the Political Body shall not use or permit use of the Crossing Area for railroad purposes, or for gas, oil or gasoline pipe lines. Any lines constructed on the Railroad's property by or Linder authority of the Political Body for the purpose of conveying electric power or communications incidental to the Political Body's use of the property for highway purposes shall he constructed in accordance with specifications and requirements of the Railroad, and in such manner as not adversely to affect communication or signal lines of the Railroad or its licensees now or hereafter located upon said property. No nonparty shall be admitted by the Political Body to use or occupy any part of the Railroad's property without the Railroad's written consent. Nothing herein shall obligate the Railroad to give such consent. b) The Railroad reserves the right to cross the Crossing Area with such railroad tracks as maybe required for its convenience or purposes in such manner as not unreasonably to interfere with its use as a public highway. In the event the Railroad shall place tracks upon the Crossing Area, the Political Body shall, at its sole cost and expense, modify the highway to conform with the rail line. c) The right hereby granted is subject to any existing encumbrances and rights (whether public or private), recorded or not, and also to any renewals thereof. The Political Body shall not damage, destroy or interfere with the property or rights of nonparties in, upon or relating to the railroad property, unless the Political Body at its own expense settles with and obtains releases from such nonparties. d) The Railroad reserves the right to use and to grant to others the right to use the Crossing Area for any purpose not inconsistent with the right hereby granted, including, but not by way of limitation, the right to construct, reconstruct, maintain, operate, repair, alter, renew and replace tracks, facilities and appurtenances on the property; also the right to cross the Crossing Area with all kinds of equipment. The Railroad further reserves the right to attach signal, communication or power lines to any highway facilities located upon the property, provided that such attachments shall comply with Political Body's specifications and will not interfere with the use of the Crossing Area. e) So far as it lawfully may do so, the Political Body will assume, bear and pay all taxes and assessments of whatsoever nature or kind (whether general, local or special) levied or assessed upon or against the Crossing Area, excepting taxes levied upon and against the property as a component part of the Railroad's operating property. f) If any property or rights other than the right hereby granted are necessary for the construction, maintenance and use of the highway and its appurtenances, or for the performance of any work in connection with the Project, the Political Body will acquire all such other property and rights at its own expense and without expense to the Railroad. SECTION 2 - CONSTRUCTION OFIIIGHWAY a) The Political Body, at its own expense, will apply for and obtain all public authority required by law, ordinance, rule or regulation for the Project, and will furnish the Railroad upon request with satisfactory evidence that such authority has been obtained. b) Except as may be otherwise specifically provided herein, the Political Body, at its own expense, will furnish all necessary labor, material and equipment, and shall construct and complete the highway and all appurtenances thereof. The appurtenances shall include, without limitation, all necessary and proper highway warning devices (except those installed by the Railroad within its right-of-way), and all necessary and proper drainage facilities, guard rails or barriers, and right of way fences between the highway and the railroad tracks. Upon completion of the Project, the Political Body shall remove from the Railroad's property all temporary structures and false work, and will leave the Crossing Area in a condition satisfactory to the Railroad. c) The Railroad will receive no ascertainable benefit from the construction of the Project, and, except as may be specifically provided herein, shall not be required to pay or contribute any part of the cost thereof. If the Project is to be financed in whole or in part by Federal funds, all construction work by the Political Body shall be performed, and any reimbursement to the Railroad for work it performs shall be made, in accordance with the applicable Federal acts, regulations, and this Agreement. plix.exb Page I Exhibit B (i:\Iawa(iiii\par\f(�i-ins,\0589ii.exb 1114C 880301 Standard Form Approved, AW-Law d) All construction work of the Political Body upon the Railroad's property (including, but not limited to, construction of the highway and all appurtenances and all related and incidental work) shall be performed and completed in a manner satisfactory to the Vice President -Engineering Services of the Railroad or his authorized representative and in accordance with detailed plans and specifications prepared by and at the expense of the Political Body, and approved in writing by the Railroad's Vice President - Engineering Services. e) All construction work of the Political Body shall be performed diligently and completed within a reasonable time, and in any event within three (3) years from the effective date of this Agreement, or within such further period of time as may be specified in writing by the Railroad's Vice President -Engineering Services. No part of the Project shall be suspended, discontinued or unduly delayed without the Railroad's written consent, and subject to such reasonable conditions as the Railroad may specify. It is understood that the Railroad's tracks at and in the vicinity of the work will be in constant or frequent use during progress of the work and that movement or stoppage of trains, engines or cars may cause delays in the work of the Political Body. The Political Body hereby assumes the risk of any such delays and agrees that no claims for damage on account of any delay shall be made against the Railroad. f) If the Project includes construction of a structure over which trains are to be operated, or for which the Railroad has any responsibility for maintenance, the Political Body shall furnish the Railroad permanent reproducible prints of all design and shop drawings as soon as possible after approval by the Vice President -Engineering Services of the Railroad or his authorized representative. Upon completion of construction, the Political Body shall furnish the Railroad two sets of "as constructed" prints and, in addition, upon request of the Vice President -Engineering Services of the Railroad, "as constructed" permanent reproducible prints of all or any portion of the structure. SECTION 3 - INJURY AND DAMAGE TO PROPERTY If the Political Body, in the performance of any work contemplated by this Agreement or by the failure to do or perform anything for which the Political Body is responsible under the provisions of this Agreement, shall injure, damage or destroy any property of the Railroad or of any other person lawfully occupying or using the property of the Railroad, such property shall be replaced or repaired by the Political Body at the Political Body's own expense, or by the Railroad at the expense of the Political Body, and to the satisfaction of the Railroad's Vice President -Engineering Services. SECTION 4 - PAYMENT FOR WORK BY THE RAILROAD COMPANY a) Bills for work and materials shall be paid by the Political Body promptly upon receipt thereof. The Railroad will submit to the Political Body current bills for flagging and other protective services and devices during progress of the Project. The Railroad will submit final billing for flagging and other protective services within one hundred and twenty (120) days after completion of the Project, provided the Political Body advises the Railroad of the commencement of the 120-day period by giving the Railroad written notification of completion of the Project. b) The Railroad may contract for the performance of any of its work by other than railroad forces. The Railroad shall notify the Political Body of the contract price within ninety (90) days after it is awarded. Unless the Railroad's work is to be performed on a fixed price basis, the Political Body slicill reimburse the Railroad for the amount of the contract. SECTION 5 - MAINTENANCE a) If the Project involves a grade crossing: 1) The Political Body shall, at its own sole expense, maintain, repair, and renew, or cause to be maintained, repaired and renewed, the entire Crossing Area, except the portions between the track tie ends, which shall be maintained by and at the expense of the Railroad. 2) If, in the future, the Political Body elects to have the surfacing material between the track tie ends, or between tracks if there is more than one railroad track across the Crossing Area, replaced with paving or some surfacing material other than timber planking, the Railroad, at the Political Body's expense, shall install such replacement surfacing, and in the future, to the extent repair or replacement of the surfacing is necessitated by repair or rehabilitation of the Railroad's tracks through the Crossing Area, the Political Body shall bear the expense of such repairs or replacement, b) If the Project involves a public higliway crossing under the Railroad's tracks: I)IIX.Cxb Pane 2 Exhibit 13 G:\Iawadi-n\pai-\fc.)t-jiis\0589n.exb 1314C 890301 Standard R)rni Approved, AVII-Law 1) The Political Body shall, at its own sole expense, maintain, repair, and renew, or cause to be maintained, repaired and renewed, the entire substructure of the highway -railroad grade separation structure. 2) The Railroad shall, at its own sole expense, maintain and repair, or cause to be maintained and repaired, the entire superstructure of the highway -railroad grade separation structure. c) If the Project involves a public highway crossing over the Railroad's tracks, the Political Body shall, at its own sole expense, maintain, repair, and renew, or cause to be maintained, repaired, and renewed, the entire highway -railroad grade separation structure. SECTION 6 - CHANGES IN GRADE If at any time the Railroad shall elect, or be required by competent authority to, raise or lower the grade of all or any portion of the track or tracks located on the Crossing Area, the Political Body shall, at its own expense, conform the public highway in the Crossing Area to conform with the change of grade of the trackage. SECTION 7 - REARRANGEMENT OF WARNING DEVICES If the change or rearrangement of any warning device installed hereunder is necessitated for public or Railroad convenience or on account of improvements for either railroad, highway or both, the parties will apportion the expense incidental thereto between themselves by negotiation, agreement or by the order of a competent authority before the change or rearrangement is undertaken. SECTION 8 - SAFETY MEASURES,*, PROTECTION OF RAILROAD COMPANY OPERATIONS It is understood and recognized that safety and continuity of the Railroad's operations and communications are of the utmost importance; and in order that the same may be adequately safeguarded, protected and assured, and in order that accidents may be prevented and avoided, it is agreed with respect to all of said work of the Political Body that the work will be performed in a safe manner and in conformity with the following standards: a) Definitions. All references in this Agreement to the Political Body shall include the Political Body's contractors, subcontractors, officers, agents and employees, and others acting under its or their authority; and all references in this Agreement to work of the Political Body shall include work both within and outside of railroad property. b) Compliance With Laws. The Political Body shall comply with all applicable federal, state and local laws, regulations and enactments affecting the work. The Political Body shall use only such methods as are consistent with safety, both as concerns the Political Body, the Political Body's agents and employees, the officers, agents, employees and property of the Railroad and the public in general. The Political Body (without limiting the generality of the foregoing) shall comply with all applicable state and federal occupational safety and health acts and regulations. All Federal Railroad Administration regulations shall be followed when work is performed on the Railroad's premises, If any failure by the Political Body to comply with any such laws, regulations, and enactments, shall result in any fine, penalty, cost or charge being assessed, imposed or charged against the Railroad, the Political Body shall reimburse and indemnify the Railroad for any such fine, penalty, cost, or charge, including without limitation attorney's fees, court costs and expenses. The Political Body further agrees in the event of any such action, upon notice thereof being provided by the Railroad, to defend such action free of cost, charge, or expense to the Railroad. c) No Interference orDelays. The Political Body shall not do, suffer or permit anything which will or may obstruct, endanger, interfere with, hinder or delay maintenance or operation of the Railroad's tracks or facilities, or any cornmunication or signal lines, installations or any appurtenances thereof, or the operations of others lawfully occupying or using the Railroad's property or facilities. d) Superyision. The Political Body, at its own expense, shall adequately police and supervise all work to be performed by the Political Body, and shall not inflict injury to persons or damage to property for the safety of whom or of which the Railroad may be responsible, or to property of the Railroad. The responsibility of the Political Body for safe conduct and adequate policing and super -vision of the Project shall not be lessened or otherwise affected by the Railroad's approval of plans and specifications, or by the Railroad's collaboration in performance of any work, or by the presence at the work site of the Railroad's representatives, or by compliance by the Political Body with any requests or recommendations made by such representatives. If a representative of the Railroad is assigned to the Project, the Political Body will give due consideration to suggestions and recommendations made by such representative for the safety and protection of the Railroad's property and operations. plix.exb 11,,ige 3 Exhibit B C;:\IaNva(lin\p,ii-\I'ni-iiis\0589ii.exb PHC 880301 Standard Form Approved, AVP-1-aw e) Suspension of ' Work. If at any time the Political Body's engineers or the Vice President -Engineering Services of the Railroad or their respective representatives shall be of the opinion that any work of the Political Body is being or is about to be done or prosecuted without due regard and precaution for safety and security, the Political Body shall immediately suspend the work until suitable, adequate and proper protective measures are adopted and provided. f) Removal of Debris. The Political Body shall not cause, suffer or permit material or debris to be deposited or cast upon, or to slide or fall upon any property or facilities of the Railroad; and any such material and debris shall he promptly removed from the Railroad's property by the Political Body at the Political Body's own expense or by the Railroad at the expense of the Political Body. The Political Body shall not cause, suffer or permit any snow to be plowed or cast upon the Railroad's property during snow removal from the Crossing Area. g) Explosives. The Political Body shall not discharge any explosives on or in the vicinity of the Railroad's property without the prior consent of the Railroad's Vice President -Engineering Services, which shall not be given if, in the sole discretion of the Railroad's Vice President -Engineering Services, such discharge would be dangerous or would interfere with the Railroad's property or facilities. For the purposes hereof, the "vicinity of the Railroad's property" shall be deemed to be any place on the Railroad's property or in such close proximity to the Railroad's property that the discharge of explosives could cause injury to the Railroad's employees or other persons, or cause damage to or interference with the facilities or operations on the Railroad's property. The Railroad reserves the right to impose such conditions, restrictions or limitations on the transportation, handling, storage, security and use of explosives as the Railroad, in the Railroad's sole discretion, may deem to be necessary, desirable or appropriate. In addition to any conditions, restrictions or limitations as may be specifically imposed: 1) Unless the Railroad's Vice President -Engineering Services agrees otherwise, the Political Body shall provide no less than 48 hours' notice, excluding weekends and holidays, before discharging any explosives. 2) Any explosives loaded in holes or placed or otherwise readied for discharge on a day shall be discharged on the same day during daylight hours, and at rnutually acceptable times. 3) The Political Body, at its own expense, shall take all precautionary measures and construct all temporary shelters necessary to guard against danger of damage, destruction or interference arising out of or connected with any blasting or any transportation, handling, storage, security or use of explosives. 4) The Political Body shall require explosives to be transported, handled, stored or otherwise secured and used in a manner satisfactory to the Railroad and in accordance with local, state and Federal laws, rules and regulations, including, without limitation, United States Department of Labor, Bureau of Labor Standards, Safety and Health Regulations for Construction, 29 CFR Part 1518, Subpart U -- "Blasting and the Use of Explosives"; and Occupational Safety and Health Administration Occupational Safety and Health Standards, 29 CFR Part 1910, Subpart H -- "Hazardous Materials". h) Obstructions to View. Except as otherwise specifically provided herein, the Political Body shall not cause or permit the view along the tracks of the Railroad to he obstructed, nor place any combustible material on the premises, nor erect any structures thereon. If public law or regulation requires control or removal of weeds or vegetation on each side of the Crossing Area, the Political Body will perform such control or removal work without expense to the Railroad or, if the Political Body may not lawfully perform the control or removal work, reirnburse the Railroad for the cost of performing such control or removal. If the crossing is not equipped with automatic train activated warning devices with gate arms: 1) The Political Body shall control or remove weeds and vegetation within and on each side of the Crossing Area so that the view of approaching motorists to approaching trains is not obstructed by weeds or vegetation; and 2) Insofar as it may lawfully may do so, the Political Body will not permit non-parties to construct sight obstructing buildings or other permanent structures on property adjacent to the right-of-way. i) Excavation. The Political Body shall not excavate from existing slopes nor construct new slopes which are excessive and may create hazards of slides or failing rock, or impair or endanger the clearance between existing or new slopes and the tracks of the Railroad. The Political Body shall not do or cause to be done any work which will or may disturb the stability of any area or adversely affect the Railroad's tracks or facilities. The Political Body, at its own expense, shall install and maintain adequate shoring and cribbing for all excavation and/or trenching performed by the Political Body in connection with construction, maintenance or other work. The shoring and cribbing shall be constructed and maintained with materials and in a manner approved by the Railroad's Vice President -Engineering Services to withstand all stresses likely to be encountered, including any stresses resulting from vibrations caused by the Railroad's operations in the vicinity. phx.ext) Paige 4 Exhibit B (i:\Iawadiii\pai-\f'oi-iiis\0589ii.exl) PHC 880301 Standard Fonii App-oved, AVII-Law j)%Drafnaae. The Political Body, at the Political Body's own expense, shall provide and maintain suitable facilities for draining the highway and its appurtenances, and shall not suffer or permit drainage water therefrom to flow or collect upon property of the Railroad. The Political Body, at the Political Body's own expense, shall provide adequate passageway for the waters of any streams, bodies of water and drainage facilities (either natural or artificial, and including water from the Railroad's culvert and drainage facilities), so that said waters may not, because of any facilities or work of the Political Body, be impeded, obstructed, diverted or caused to back up, overflow or damage the property of the Railroad or any part thereof, or property of others. The Political Body shall not obstruct or interfere with existing ditches or drainage facilities. k) Notice. Before commencing any work, the Political Body shall provide 48 hours prior notice (excluding weekends and holidays) to the Railroad's Manager -Track Maintenance. 1) Fiber Optic Cables. Fiber optic cable systems may be buried on the Railroad's property. Protection of the fiber optic cable systems is of extreme importance since any break could disrupt service to users resulting in business interruption and loss of revenue and profits. Political Body shall telephone the Railroad at 1-800-336-9193 (a 24-hour number) to determine if fiber optic cable is buried anywhere on the Railroad's premises to be used by the Political Body. If it is, Political Body will telephone the telecommunications company(ies) involved, arrange for a cable locator, and make arrangements for relocation or other protection of the fiber optic cable prior to beginning any work on the Railroad's premises. SECTION 9 - INTERIM WARNING DEVICES If at anytime it is determined by ct competent authority, by the Political Body, or by agreement between the parties, that new or improved train activated warning devices should be installed at the Crossing Area, the Political Body shall install adequate temporary warning devices or signs and impose appropriate vehicular control measures to protect the motoring public until the new or improved devices have been installed. SECTION 10 - OTHER RAILROADS All protective and indemnifying provisions of this Agreement shall inure to the benefit of the Railroad and any other railroad company lawfully using the Railroad's property or facilities. SECTION 11 - REMEDIES FOR BREACH OR NONUSE a) If the Political Body shall fail, refuse or neglect to perform and abide by the terms of this Agreement, the Railroad, in addition to any other rights and remedies, may perform any work which in the judgment of the Railroad is necessary to place the highway and appurtenances in such condition as will not menace, endanger or interfere with the Railroad's facilities or operations or jeopardize the Railroad's employees; and the Political Body will reimburse the Railroad for the expenses thereof. b) Nonuse by the Political Body of the Crossing Area for public roadway purposes continuing at any time for ci period of eighteen (18) months shall, at the option of the Railroad, work a termination of this Agreement and of all rights of the Political Body hereunder. c) The Political Body will surrender peaceable possession of the Crossing Area upon termination of this Agreement. Termination of this Agreement shall not affect any rights, obligations or liabilities of the parties, accrued or otherwise, which may have arisen prior to termination. SECTION 12 - MODIFICA`IJON - ENTIRE AGREEMENT No waiver, modification or amendment of this agreement shall be of any force or effect unless made in writing, signed by the Political Body and the Railroad and specifying with particularity the nature and extent of such waiver, modification or amendment. Any waiver by the Railroad of any default by the Political Body shall not affect or impair any right arising from any subsequent default. This Agreement and Exhibits attached hereto and made a part hereof constitute the entire understanding between the Political Body and the Railroad and cancel and supersede any prior negotiations, understandings or agreements, whether written or oral, with respect to the work or any part thereof. SECTION 13- ASSIGNMENT; SUCCESSORS AND ASSIGNS This Agreement shall not be assigned without the written consent of the Railroad. Subject hereto, this Agreement shall be binding upon and inure to the benefit of the parties hereto and their successors and assigns. PIIX.CXI) Pal -le 5 F'Ahibit B (i:\Iawa(iiii\pat-\f'oi-iiis\0589ii.exb Pf IC/PIIE INS 920624 Standard Form Approved, AVP-Law Public Road Insurance Requirements The Political Body and/or its Contractor/Subcontractor shall, at its own and/or its Contractor's/Subcontractor's sole cost and expense, procure the following kinds of insurance and promptly pay when due all premiums for that insurance. The Railroad Protective Insurance described in Paragraph D below only needs to be obtained and kept in force during the duration of construction or major reconstruction of the highway located on the Premises. The other insurance coverage described in Paragraphs A, B and C below shall be kept in force by the Political Body during the life of this Agreement. A, General Public Liability insurance providing bodily injury, including death, personal injury and property damage coverage with a combined single limit of at least $2,000,000 each occurrence or claim and a general aggregate limit of at least $4,000,000. This insurance shall provide Broad Form Contractual Liability covering the indemnity provisions contained in this Agreement, Underground Hazard, Broad Form Property Damage, a waiver of governmental immunity (ISO Form GL 24 14 or equivalent), severability of interests and name Railroad as an additional insured with respect to all liabilities arising out of Political Body's obligation to Railroad in the Agreement. If coverage is purchased on a "claims made" basis it shall provide for at least a three (3) year extended reporting or discovery period, which shall be invoked should insurance covering the time period of this Agreement be cancelled. B. Automobile Public Liability insurance providing bodily injury and property damage with a combined single limit of at least $2,000,000 each occurrence or claim. This insurance shall provide contractual liability by endorsement ISO Form CA 00 25 or equivalent covering all motor vehicles including hired and non -owned, mobile equipment to the extent it may be excluded from general liability insurance, severability of interests and name Railroad as an additional insured with respect to all liabilities arising out of Political Body's obligation to Railroad in the Agreement. C. Worker's Compensation insurance covering the statutory liability as determined by the compensation laws of the state(s) affected by this Agreement and Employers' Liability with a limit of at least $ 1,000,000. Also compliance with all laws of states which require participation in their state workers' compensation fund. D. Railroad Protective Liability insurance naming Railroad as insured with a combined single limit of $2,000,000 per occurrence with a $6,000,000 aggregate. The policy form shall be AAR-AASHTO with broad form coverage for "Physical Damage to Property" (ISO Form GL 00 30) or as revised ISO-RIMA (Form CG 00 35) and include pollution arising out of fuels and lubricants brought to the job site (ISO Form CG 2831 or equivalent). If the Lloyd's London policy form is used, limits shall be $3,000,000 per occurrence with a $9,000,000 aggregate and the Extended Claims Made Date shall be determined by adding the length of the original policy period plus one year to the policy expiration date. The Political Body and/or its Contractor(s)/Subcontractor(s) hereby waive their right of subrogation, as respects the above insurance policy(ies), against Railroad for payments made to or on behalf of employees of Political Body or its agents or its Contractor(s)/Subcontractor(s) and for loss of their owned or leased property or property under their care, custody and control while on or near Railroad's right-of-way or other real property. Political Body's and/or its Contractor's/Subcontractor's insurance shall be primary with respect to any insurance carried by Railroad. Political Body and/or its Contractor(s)/Subcontractor(s) shall furnish to Railroad certificate(s) of insurance evidencing the required coverage and endorsement(s) and upon request a certified duplicate original of any of those policies. The insurance company(ies) issuing such policy(ies) shall notify Railroad in writing of any material alteration including any change in the retroactive date in any "claims -made" policies or substantial reduction of aggregate limits, if such limits apply, or cancellation thereof at least thirty (30) days prior thereto. The insurance policy(ies) shall be written by a reputable insurance company or companies acceptable to Railroad or with a current Best's Insurance Guide Rating of B and Class VII or better. Such insurance company shall be authorized to transact business in the state(s) affected by this Agreement. phxexb Lexb Page 1 Exhibit B-I Estimate of Material and Force Account Work 06/07/2001 20:39 503-972-1900 UPr,'P. SUPT. PCPTLAND PAGE 02/02 DATE: 2001-03-23 ESTIMATE OF MATEA.I.AI, AND FORCE ACCOUNT WORK BY THE UNION PACIFIC RA;LRCtAD DESCRIPTION OF WORK: UNDERPASS CONSTRUCTION - TpACr SHOO -FLY AND SIGNAL WORiS WILL BE REQUIRED AT ;-q 171.02, 180TH 5T. TUKVPILA, WA. 5FATTLE SUB 2I0: 32174 Awo: 31540 VP,S'JBDIV: 171.02, SEATTLE SERVICE VNIT: l8 CITY: 180TK ST STATE: WA DESCRIPTION QTY UNI', LABOR MATFS,.IAL RECOLL UPRR TOTAL ENGINEERING WORK 5400 5000 5000 ENGINEERING 75C0 7500 7500 EXPENSES 110194 110194 110194 LABOR ADDITIVE 52904 52904 52904 RDXING,PVBLI 8925 0925 8925 Y 25000 2SO00 25000 TRACK -------- -------- ---- ----- TOTAL+ ENGINEERING 202023 7500 209523 209523 SILL WORK 14843 14843 148a3 LABOR ADDITIVE 1385 1365 732 1385 MATT, STORE Fr?LNSE 1385 1385 1385 SALES TAX 12369 34611 47010 47010 SIGNAL -------- ---------------- TOTAL SIGNAL 27212 37758 64970 64970 TRACX & SURFACE WORK 20.00 CT,10469 10469 10469 BAIAST 19000 19000 18000 CONTRACT 500 500 Soo 0 EQUI PN12ZT R--NTAl 1264 1264 1264 FOREIGN LINE FREIGHT $952: 5E52'- 58521 LABOR ADDITIVE 124 124 124 t-ID,TL STORE EXPE14SE 1851 1851 1851 OTM 7695 7695 7695 PERSONAL EXPENSES 2252.00 LF 24141 24141 24141 RAIL 1296 1296 1296 RDXING 3079 3079 3C79 TAX SALESTAX693 TRACE TAX 77327 77327 TRX-SURF, LZN 5316 2592 2592 2592 16 2592 2592 USAGE EQUIPM}rN'T 645 E4.5 645 WELD WELD 6p9.00 EA XTIETOTAL 19912 -110965 39912 - 39912 TRACK s SURFACE -141767 252732 252732 ----- LA.BOR/MATER.IAL EXPENSE 371002 156223---------------- RECOLLECTIBLE/UPRR EXPMSE 527225 0-------- ESTI:MATED PROJECT COST 527225 EXISTING REUSEABLE MATER.IAL CREDIT 0 Spa;V7,GE NONUSEABLE MATERIAL CREDIT 0 RECOLLECTIBLE LESS CREDITS THE ABOVE FICU R.ES ARE ESTIMATES a."1LY At1D SUBJECT TO FLUCTUATION. IN THE EVENT OF AN I.NCR.EP-SE OR DECIkZASE IN THE COST OR QUANTITY OF MATERIAL OR LABOR REQUIRED, UPRR WILL BILL FOR ACTUAL CONSTRUCTION COS':S hT THE CURRENT EFFECTIVE RATZ. 7T'nT'J On T 7i OO rli CC7i ?07 7ra n K,'a ,.., '1T ,j 1^t a,J 1i r^,T Ki r'1 LJ lra lr% T(a t"7 Luii JUN 08 2301 11:43 503 e72 1902 PAGE.02 fM:II C Contractor's Right of Entry Agreement R. D. Uhrich Assistant Vice President J. A. Anthony Director -Contracts D. D. Brown Director -Real Estate M. W. Casey General Director -Special Properties J. P. Gade Director -Facility Management To the Contractor: UNION PACIFIC RAILROAD COMPANY Real Estate Department J. L. Hawkins Director -Operations Support M. E. Heenan Director -Administration & Budgets D. H. Lightwine Director -Real Estate T. K. Love 1800 Farnam Street Director -Real Estate Omaha, Nebraska 68102 Fax: (402) 997-3601 July 2, 2001 Folder No. 1954-46 Before Union Pacific Railroad can permit You to perform work on its property for the construction of the new 180tb Street grade separation public road crossing, it will be necessary to complete two originals of the enclosed Right of Entry Agreement as follows: I Fill in the complete legal name of the contractor in the space provided on Page I of the Conti -actor's Right of Entry Agreement. If a corporation, give the state of incorporation. If a partnership, give the names of all partners. 1 Fill in the date construction will begin and be completed in Article 5, Paragraph A. 3. Fill in the, name of the contractor in the space provided in the signature block at the end of the Contractor's Right of EntryAgreernent. If the contractor is a corporation, the person signing on its behalf must be an elected corporate officer. 4. Return all copies ol'the Contractor's Right of Entry Agreement together with your Ccrtificate ofInsurance as required in Exhibit 13- 1, in the attached, self-addressed envelope. 5. Check made payable to the Union Pacific Railroad Company in the amount of $500.00. If You require formal billing, you may consider this letter as a formal bill. In compliance with the Internal Revenue Services' new policy regarding their Forni 1099, 1 certify that 13-6400825 is the Railroad Company's Correct Fccleral Taxpayer Identification Number and that Union Pacific Railroad Company is doing business as a corporation. After approval of the Right of Entry Agreement and insurance certificate, one fully executed counterpart of the agreement will be returned to You. In no event should you begin work until you have received your counterl.)al-t of the fully executed agreement. Under Exhibit B-1 of the enclosed Contractor's Right of Entry, you are required to procure Railroad Protective Liability Insurance (RPLI) for the duration of this project. As a service to you, Union Pacific is making this coverage available to you. You are not required to purchase this coverage from the Railroad and are encouraged to shop the market for the best available rate. If you decide; however, that acquiring this coverage from the Railroad is of benefit to you, simply contact Ms. Judi Scott at (402) 271-2215, If you have any questions concerning the agreement, please contact me at (402) 27 1-3620. Have a safe day! Sincerely, PAUL G. I'AlOZEI-1, MANAGHI CONTRACTS ROE 920316 Standard Form Approved, AVP-Law Folder No.: 1954-46 CONTRACTOR'S RIGFIT OF ENTRY AGREEMENT THIS AGREEMENT is made and entered into as of the day of__ 1 200 by and between UNION PACIFIC RAILROAD COMPANY, a Delaware corporation to be addressed at 1416 Dodge Street, WP001, Ornalia, Nebraska 68179 (hereinafter the "Railroad"), and a(n) (hereinafter the "Political Body's Contractor") RECITALS: By agreement dated ___ I the Railroad granted (the) City of Tukwila (hereinafter "Licensee") the right to construct the new I 80th Street grade separation public road crossing on the property of the Railroad at Mile Post 171.02, on the Seattle Subdivision, at or near 'Tukwila, King County, Washington. The Political Body's Contractor has been employed by the Licensee to construct the new I 80th Street grade separation public road crossing (hereinafter referred to as the "work") and has requested the Railroad to permit it to perform the work on Railroad property, to which the Railroad is agreeable, subject to the following terms and conditions. AGREEMENT: IT IS MUTUALLY AGREED BY AND BETWEEN THE PARTIES HERETO AS FOLLOWS: ARTICLE I - DEFINITION OF CONTRACTOR For purposes of this agreement, all references in this agreement to the Political Body's Contractor shall include the Political Body's Contractor's contractors, subcontractors, officers, agents and employees, and others acting under its or their authority. ARTICLE 2 - RIGHT GRANTED; PURPOSE The Railroad hereby grants to the Political Body's Contractor the right, during the term hereinafter stated and upon and subject to each and all of the terms, provisions and conditions herein contained, to enter upon and have ingress to and egress from the portion of the Railroad's property at Mile Post 171.02 on the Railroad's Seattle Subdivision at or near 'Tukwila, Washington, for the purpose of constructing the new grade separation public road crossing. The right herein granted to Political Body's Contractor is limited to those portions of the Railroad's property specifically described herein, or designated by the Railroad representative named in Article 4. ARTICLE IT 3 - TERMS AND CONDITIONS CONTAINED IN EXHIBITS B AND B-I The terms and conditions contained in Exhibits B and B-1, hereto attached, are hereby made a part of this agreement. ARTICLE 4 - ALL EXPENSES TO BE BORNE BY CONTRACTOR; RAILROAD REPRESENTATIVE The Political Body's Contractor shall bear any and all costs and expenses associated with any work performed by the Political Body's Conti -actor, or any costs or expenses incurred by the Railroad relating to this agreement. All work performed by Political Body's Contractor on Railroad's property shall be performed in a manner satisfactory to the respective local Superintendent of Transportation Services of the Railroad or his authorized representative (.hereinafter the Railroad Representative). CROH, Public Road C'rossings Page I of'3 Rfly 2, 2001 ROE 920316 Standard Furin Approved, AVII-Law Folder No.: 1954-46 ARTICLE 5 - TERM; TERMINATION a). The grant of right herein made to Political Body's Contractor shall commence on I and continue until , unless sooner terminated as herein provided, or at such time as political Body's Conti -actor has completed its work on Railroad's property, whichever is earlier. Political Body's Contractor agrees to notify the Railroad Representative in writing when it has completed its work on Railroad property. b). This agreement may be terminated by either party on ten (10) days written notice to the other party. ARTICLE 6 - CERTIFICATE OF INSURANCE a). Before commencing any work, the Political Body's Contractor will provide the Railroad with a Certificate issued by its insurance carrier providing the insurance coverage required pursuant to Exhibit B- I of this agreement in a policy which contains the following type of endorsement: Union Pacific Railroad Company is named as additional insured with respect to all liabilities arising out of Insureds, as Political Body's Contractor, performance of any work on the property of the Railroad. b). Political Body's Contractor warrants that this agreement has been thoroughly reviewed by its insurance agent(s)/broker(s) and that said agent(s)/broker(s) has been instructed to procure insurance coverage and an endorsement as required herein. c). All insurance correspondence shall be directed to: Union Pacific Railroad Company Real Estate Department 1416 Dodge Street, WPOO I Omaha, Nebraska 68179-1100 Folder No. 1954-46 ARTICLE 7 - PROTECTION OF FIBER OPTIC CABLE SYSTEMS Fiber optic cable systems may be buried on Railroad's property. Protection of the fiber optic cable systems is of extreme importance since any break could disrupt service to users resulting in business interniption and loss of revenue and profits. Prior to beginning any work, the Political Body's Contractor shall telephone the Railroad at 1-800- zn 336-9193 (a 24-hour number) to determine if fiber optic cable is buried anywhere on the property set forth herein. If it is, the Political Body's Contractor shall also comply with and be subject to the provisions contained in Section 6 of Exhibit A. ARTICLE 8 - ENFORCEABILITY; CHOICE OF LAW; CHOICE OF FORUM Litigation arising out of or connected with this agreement may be instituted and maintained in the courts of the states of Nebraska and Washington, and the parties consent to jurisdiction over their person and over the subject matter of any such litigation, in those courts, and consent to service of process issued by such courts. ARTICLE 9 - ADMINISTRATIVE FEE Applicant shall pay to the Railroad FIVE HUNDRED DOLLARS ($500.00) as reimbursement for clerical, administrative and handling expense in connection with the processing of this Agreement. ARTICLE 10 — SPECIAL PROVISIONS None. CROF I'LlbliC Road Pape 2 of'3 July 2, 2001 ROE 920316 Standard Form Approved, AVII-Law Folder No.: 1954-46 written, IN WITNESS WHEREOF, the parties hereto have executed this agreement in duplicate as the date first herein UNION PACIFIC RAILROAD COMPANY By WITNESS: MANAGER -CONTRACTS Lm Title: (Name of Contractor) CROE Public Road Crossings Page 3 of'3 July 2, 2001 N S S 160T H m a:, fQ m 7: 34TH m 166TH m 16-8TH 179TH m D `S181ST mm r TH m m (r) co ILOCA� IFIOIN GRADE SE)PARATION PUBLIC ROAD CROSS]I�N,'(.'j'C'OINSTRUC�l['ION ]PROJECT, �cnJ Boeing Pik it Training Center gyp T ,att-k ,1 1 EVANS BLACK I =1P S�E 23RP . ..... BAj< ER tTAi VV 2 7 T H ce 6 26TH S2 S',)�Y 2!) T H '2 STRANDER le Cj $ -1o,W X -j (P S31ST Tk3C Ir W > W 0 U LLJz. SVV 34T H 5 Z' W w; rr seattl� sabdiv�iorl xM1 cr. m = 0) rr )> 8' -F�k 0 167 --1 (n S 1ST Ifft'Ki- LIPL4ND < RIP MP 171.02 - Seattles SubdivZion I 8,0th Street m _:AXON -'af -11struction Pro�ject 0"Pil 'S co .40 ,Pavilion hA311 S 177TH Q2 S 1ROTH 0) co -7 1L W LU RIVERSIDE QJUj T) nl M m < W LU LU S 1931RD11� f S 11-714TH 3 20QTH 17> m ,Q IIDUL—. St—tRlls UM WORK TO BE PERFORMED: W To T&oi -1 t 52 k I Proposed construction of the 180" St. Overpass COnStrUCtiOu Project. ,I CP m `j m (0 0) r US U) S 187TH S -190TH S 1KND � T'H cc 1 1 3 13F, T H M 01 z' L m m N -W m (D I SE 190TH �C' S" m m m SE 10S < m o$E m co 3: U) 03 Z <> S m 203 R DO) m EXHIBIT "A-1" UNION PACIFIC RAILROAD COMPANY SEATTLE SUBDIVISION MILE POST 171.02 GPS: N 47' 26,463', W 122' 14.476' TUKWILA, KING CO., WA. Illustrative print showing location of an overpass crossing construction project with the CITY OF I'IJKWILA. Folder No. 1954-46 WARNING Date: July 2, 2001 IN ALL OCCASIONS, P U COMMUNICATIONS DEPAR I METNI NUS"I BE CONTACTED IN ADVANCE OF ANY WORK DE'I UN MILT Ni, FXISENCE AND LOCATION OF FIBER OPTIC PC I I CABLE PHONE I-(8()0)336-()193 ROE 920316 Standard Form Approved, AVP-Law EXHIBIT B SECTION I - NOTICE OF COMMENCEMENT OF WORK - FLAGGING The Political Body's Contractor(s) agrees to notify the Railroad Representative at least 48 hours in advance of Political Body's Contractor(s) commencing its work and at least 24 hours in advance of proposed performance of any work by the Political Body's Contractor(s) in which any person or equipment will be within 25 feet of any track, or will be near enough to any track that any equipment extension (such as, but not limited to, a crane boom) will reach to within 25 feet of any track. Upon receipt of such notice, the Railroad Representative will determine and inform the Political Body's Contractor(s) whether a flagman need be present and whether the Political Body's Contractor(s) need implement any special protective or safety measures. If any flagmen or other special protective or safety measures are performed by the Railroad, such services will be provided at Political Body's Contractor(s)'s expense with the understanding that if the Railroad provides any flagging or other services the Political Body's Contractor(s) shall not be relieved of any of its responsibilities or liabilities set forth herein. SECTION 2 - LIMITATION AND SUBORDINATION OF RIGHTS GRANTED a). The foregoing grant of right is subject and subordinate to the prior and continuing right and obligation of the Railroad to use and maintain its entire property including the right and power of the Railroad to construct, maintain, repair, renew, use, operate, change, modify or relocate railroad tracks, roadways, signal, communication, fiber optics, or other wirelines, pipelines and other facilities upon, along or across any or all parts of its property, all or any of which may be freely done at any time or times by the Railroad without liability to the Political Body's Contractor(s) or to any other party for compensation or damages. b). The foregoing grant is also subject to all outstanding superior rights (including those in favor of licensees and lessees of the Railroad's property, and others) and the right of the Railroad to renew and extend the same, and is made without covenant of title or for quiet enjoyment. SECTION 3 - NO INTERFERENCE WITH RAILROAD'S OPERATION No work performed by Political Body's Contractor(s) shall cause any interference with the constant, continuous and uninterrupted use of the tracks, property and facilities of the Railroad its lessees, licensees or others, unless specifically permitted under this agreement, or specifically authorized in advance by the Railroad Representative. Nothing shall be done or suffered to be done by the Political Body's Contractor(s) at any time that would in any manner impair the safety thereof. When not in use, Political Body's Contractor(s)'s machinery and materials shall be kept at least 50 feet from the centerline of Railroad's nearest track, and there shall be no crossings of Railroad's tracks except at existing open public crossings. SECTION 4 - PERMITS Prior to beginning any work, the Political Body's Contractor(s), at its sole expense, shall obtain all necessary permits to perform any work contemplated by this agreement. SECTION 5 - MECHANIC'S LIENS The Political Body's Contractor(s) shall pay in full all persons who perform labor or provide materials for the work to be performed by Political Body's Contractor(s). The Political Body's Contractor(s) shall not permit or suffer any mechanic's or materialmen's liens of any kind or nature to be enforced against any property of the Railroad for any such work performed. The Political Body's Contractor(s) shall indemnify and hold harmless the Railroad from and against any and all liens, clairns, demands, costs or expenses of whatsoever nature in any way connected with or growing out of such work done, labor performed, or materials furnished. SECTION 6 - FIBER OPTIC CABLE SYSTEMS In addition to the liability terms elsewhere in this Agreement, the Political Body's Contractor(s) shall indemnify and hold the Railroad harmless against and from all cost, liability and expense whatsoever (including, without limitation, attorney's fees and court costs and expenses) arising out of or in any way contributed to by any act or omission of the Political Body's Contractor(s), its subcontractor, agents and/or employees, that causes or contributes to (1) any damage to or destruction of any telecommunications system on Railroad's property, and (2) any injury to or death of any person employed by or on behalf of any telecommunications cornpany, and/or its contractor, agents and/or employees, on Railroad's property. Political Body's Contractor(s) shall not have or seek recourse against Railroad for any claim or cause of action for alleged loss of profits or revenue or loss of service or other consequential darnwje to (:t telecommunication company using Railroad's property or a customer or user 0703n 1 Rev. 5/23/94 ROE 920316 Standard F'oriii Approved, AVII-Law c%ervices of the fiber optic cable on Railroad's property. SECTION 7 - COMPLIANCE WITH LAWS In the prosecution of the work covered by this agreement, the Political Body's Contractor(s) shall comply with all applicable federal, state and local laws, regulations and enactments affecting the work. The Political Body's Contractor(s) shall use only such methods as are consistent with safety, both as concerns the Political Body's Contractor(s), the Political Body's Contractor(s)'s agents and employees, the officers, agents, employees and property of the Railroad and the public in general. The Political Body's Contractor(s) (without limiting the generality of the foregoing) shall comply with all applicable state and federal occupational safety and health acts and regulations. All Federal Railroad Administration regulations shall be followed when work is performed on the Railroad's property. If any failure by the Political Body's Contractor(s) to comply with any such laws, regulations, and enactments, shall result in any fine, penalty, cost or charge being assessed, imposed or charged against the Railroad, the Political Body's Contractor(s) shall reimburse and indemnify the Railroad for any such fine, penalty, cost, or charge, including without limitation attorney's fees, court costs and expenses. The Political Body's Contractor(s) further agrees in the event of any such action, upon notice thereof being provided by the Railroad, to defend such action free of cost, charge, or expense to the Railroad. SECTION 8 - SAFETY INSTRUCTIONS Safety of personnel, property, rail operations and the public is of paramount importance in the prosecution of the work pursuant to this agreement. As reinforcement and in furtherance of overall safety measures to be observed by the Political Body's Contractor(s) (and not by way of limitation), the following special safety rules shall be followed: a). The Political Body's Contractor(s) shall keep the job site free from safety and health hazards and ensure that its employees are competent and adequately trained in all safety and health aspects of the job. The Political Body's Contractor(s) shall have proper first aid supplies available on the job site so that prompt first did services can be provided to any person that may be injured on the job site. The Political Body's Contractor(s) shall promptly notify the Railroad of any U.S. Occupational Safety and Health Administration reportable injuries occurring to any person that may arise during the work performed on the job site. The Political Body's Contractor(s) shall have a non -delegable duty to control its employees, while they are on the job site or any other property of the Railroad to be certain they do not use, be Linder the influence of, or have in their possession any alcoholic beverage or illegally obtained drug, narcotic or other substance that may inhibit the safe performance of work by an employee. b). The employees of the Political Body's Contractor(s) shall be suitably dressed to perform their duties safely and in a manner that will not interfere with their vision, hearing or free use of their hands or feet. Only waist length shirts with sleeves and trousers that cover the entire leg are to be worn. If flare -legged trousers are worn, the trouser bottoms must be tied to prevent catching. The employees should wear sturdy and protective footwear. Employees shall not wear boots (other than work boots), sandals, canvas -type shoes or other shoes that have thin soles or heels that are higher than normal. In addition, the Political Body's Contractor(s) shall require its employees to wear personal protective equipment as specified by Railroad rules, regulations or Railroad officials overlooking the work at the job site. In particular, the protective equipment to be worn shall be: (1) Protective head gear that meets American National Standard-Z89. I -latest revision. It is suggested that all hard hats be affixed with Political Body's Contractor(s)'s or subcontractor's company logo or name. (2) Eye protection that meets American National Standard for occupational and educational eye and face protection, Z87. I -latest revision. Additional eye protection must be provided to meet specific job situations such as welding, grinding, burning, etc.; and (3) Hearing protection which affords enough attenuation to give protection from noise levels that will be occurring on the job site. 0. All heavy equipment provided or leased by the Political Body's Contractor(s) Shall be equipped with audible back-up warning devices. If in the opinion of the Railroad Representative any of Political Body's Contractor(s)'s or any of its subcontractor's equipment is unsafe for use on the Railroad's right-of-way, the Political Body's Contractor(s), at the request of the Railroad Representative, shall remove such equipment from the Railroad's right of -way. SECTION 9 - INDEMNITY a). As used in this Section, "Railroad" includes other railroad companies using the Railroad's property at or near the location of the Political Body's Contractor W's, installation and their officers, agents, and employees; "Loss" includes loss, damage, claims, demands, actions, causes of action, penalties, costs, and expenses of whatsoever nature, including court costs and attorneys' fees, which may result from: (a) injury to or death of persons whomsoever (including the Railroad's officers, agents, and employees, the 0703n Page 2 Rev. 5/23/94 ROE 920316 Standard Form Approved, AVP-Law INitical Body's Contractor(s)'s officers, agents, and employees, as well as any other person); and (b) damage to or loss or destruction of property whatsoever (including Political Body's Contractor(s)'s property, damage to the roadbed, tracks, equipment, or other property of the Railroad, or property in its care or custody). b). As a major inducement and in consideration of the license and permission herein granted, the Political Body's Contractor(s) agrees to indemnify and hold harmless the Railroad from any Loss which is due to or arises from any cause and is associated in whole or in part with the work performed under this agreement, a breach of the agreement or the failure to observe the health and safety provisions herein, or any activity or omission arising out of performance or nonperformance of this agreement; regardless of whether caused solely or contributed to in part by the negligence or fault of the Railroad. c). Any liability of either party hereunder to one of its employees under any Workers' Compensation Act or the Federal Employers' Liability Act shall not be questioned or in any way challenged by the other party, nor shall any jury or court findings, resulting from any employee's suit against either party pursuant to any such Act(s), be relied upon or used by either party in any attempt to assert common law liability against the other. SECTION 10- RESTORATION OF PROPERTY In the event the Railroad authorizes the Political Body's Contractor(s) to take down any fence of the Railroad or in any manner move or disturb any of the other property of the Railroad in connection with the work to he performed by Political Body's Contractor(s), then in that everit� the Political Body's Contractor(s) shall, as soon (--is possible un(,J at Political Body's Contractor(s)'s sole expense, restore such fence and other property to the same condition as the same were in before such fence was taken down or such other property was moved or disturbed, and the Political Body's Contractor(s) shall indernnify and hold harmless the Railroad, its officers, agents and employees, against and from any and all liability, loss, damages, claims, demands, costs and expenses of whatsoever nature, arising from the taking down of any fence or the moving or disturbance of any other property of the Railroad. SECTION I I - WAIVER OF BREACH The waiver by the Railroad of the breach of any condition, covenant or agreement herein contained to be kept, observed and performed by the Political Body's Contractor(s) shall in no way impair the right of the Railroad to avail itself of any subsequent breach thereof. SECTION 12 - ASSIGNMENT - SIJBCONTRACTING The Political Body's Contractor(s) shall not assign, sublet or subcontract this agreement, or any interest therein, without the written consent of the Railroad and any attempt to so assign, sublet or subcontract without the written consent of the Railroad shall be void. If the Railroad gives the Political Body's Contractor(s) permission to subcontract all or any portion of the work herein described, the Political Body's Contractor(s) is and shall remain responsible for all work of subcontractors and all work of subcontractors shall be governed by the terms of this agreement. 0703n 11¢ige 3 Rev. 5/23/94 ROE 920316 - INS RR Protective Form Approved, AW-Law 10414,0UH-0 V1 am To Contractor's Right of Entry Agreement Railroad Protective Liability Insurance Requirements Licensee shall, at its own sole cost and expense, procure the following kinds of insurance and promptly pay when due all premiums for that insurance. The following insurance shall be kept in force during the life of this Agreement: 1. General Public .Liability insurance providing bodily injury, including death, personal injury and property damage coverage with a combined single limit of at least $2,000,000 each occurrence or claim and a general aggregate limit of at least $4,000,000. This insurance shall provide Broad Form Contractual Liability covering the indemnity provisions contained in this Agreement, Underground hazard, Products -Completed Operations with products -completed operation aggregate of at least $2,000,000, a separate general aggregate for the project (ISO Form CG 25 03 or equivalent), Broad Form Property Damage, severability of interests and name Railroad as an additional insured with respect to all liabilities arising out of Licensee's obligation to Railroad in the Agreement. If coverage is purchased on a "claims made" basis it shall provide for at least a three (3) year extended reporting or discovery period, which shall be invoked should insurance covering the time period of this Agreement be cancelled. 2. Automobile Public Liability insurance providing bodily injury and property damage with a combined single limit of at least $2,000,000 each occurrence or claim. This insurance shall provide contractual liability by endorsement ISO Form CA 00 25 or equivalent covering all motor vehicles including hired and non -owned, mobile equipment to the extent it may be excluded frorn general liability insurance, severability of interests and name Railroad as an additional insured with respect to all liabilities arising out of Licensee's obligation to Railroad in the Agreement. 3. Worker's Cornpen sat ion insurance covering the statutory liability as determined by the - ----- -- ----- . . .. ..... _. compensation laws of the state(s) affected by this Agreement and Employers' Liability. Also compliance with all laws of states which i equire participation in their state workers' compensation fund. 4. Railroad Protective Liability insurance naming Railroad and any railroad operating over its tracks as insured with a combined single limit of $2,000,000 per occurrence with a $6,000,000 aggregate. The policy form shall be AAR-AASFITO with broad form coverage for "Physical Damage to Property" (ISO Form GL 00 30) or as revised ISO-RIMA (Form CG 00 35) and include pollution arising out of fuels and lubricants brought to the job site (ISO Form CG 28 31 or equivalent). If the Lloyd's, London policy form is used, limits shall be $3,000,000 per occurrence with a $9,000,000 aggregate and the Extended Claims Made Date shall be determined by adding the length of the original policy period plus one year to the policy expiration date. The Licensee hereby waives its right to subrogation, as respects the above insurance policy(ies), against Railroad for payments made to or on behalf of employees of Licensee or its agents and for loss of its owned or leased property or property under its care, custody and control while on or near Railroad's right-of-way or other real property. Licensee's insurance shall be prirriary with respect to any insurance carried by Railroad. Licensee shall furnish to Railroad certificate(s) of insurance evidencing the required coverage and endorsement(s) and upon request a certified duplicate original of any of those policies. The insurance company(ies) issuing such policy(ies) shall notify Railroad in writing of any material alteration including any change in the retroactive date in any "claims -made" policies or substantial reduction of aggregate limits, if such limits apply, or cancellation thereof at least thirty (30) days prior thereto. The insurance policy(ies) shall be written by a reputable insurance company or companies acceptable to Railroad or with a current Best's Insurance Guide Rating of B and Class VII or better. Such insurance company shall be authorized to transact business in the state(s) affected by this Agreement. g:\share\exliibith\rociiisb.ex-,i Pate 1 Exhibit B-1 C;OtINTY AND MUNICIPAL CONTACTS I. CROSSING SIGNALS TO BE REMOVED BY CONTRACTOR FOR STORAGE AT CITY OF TUKWILA. 2, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT AGAINST AIL UTILITIES WHETHER SHOWN ON THE PLAN OR NOT _. IT IS T�E RESPONSIBILITY OF THE CONTRACTOR WHEN IN THE VICINITY OF ANY UTILITY LINES TO NOTIFY ALL UTI TES WHEN CONSTRJCTION WORK BEGINS AND TO ARRANGE FOR A REPRESENTATIVE OF THE UTILITY TO BE PRESENT ! THE CONTRAC R'S OPERATIONS AR IN CLOSE PROXIMITY TO ANY LINES IN 1HER EXISTING OR RELOCATED POSi'lON WHICH COULD CREATE A HAZARDOUS CONDITION. 4, SUBGRA':,E PROFILE AT CENTERLINE 01 TRACK EvVATION IS 35 BELOW TCW OF RAIL ON PROPOSED TANGENT TRACK. BNSF RAILWAY PERSONNEL ON THIS PROJECT ARE: 6, BNSF RIGHT OF WAY: IN ADDITION TO OTHER UTILITY LOCATION REQUIREMENTS, CONTRACTOR IS NOTI FLED THAT BURIED FIBER OPTIC, OTHER TELECOMMUNICATION CABLES AND OTHER WIRES OR SIGNAL CABLES MAY BE LOCATED ON RAILROAD PROPERTY, CONTRACTOR SHALL CALL FIBER WATCH 0 1-888-904-0400,CONTRACTOR SHALL ALSO CONTACT THE BNSF SIGNAL SUPERVISOR AND ROADMASTER AND MEET ON SITE TO COMPLETE THE BNSF FORM "UNDERGROUND CABLE LOCATION & ACKNOWLEDGEMENT' PRIOR TO PERFORMING WORK ON BNSF RIGHT -OF -WAY. - SEE PROJECT SPECIFICATIONS. 7. UPRR RIGHT OF WAY IN ADDITION 10 OTHER UTILITY LOCATION R OU REM N`S CONTRACTOR IS Po "TIFIED THAT BURIED FIBER OPIIC, OTHER ECOMMJNICATION CAB ES AND OT4 R WIRES OR S NAL CABLES MAY BE LOCATED ON RAILROAD PROPERTY. CONTRACTOR SHALL CONTACT 800-33., 9193 AND THE UPRR MANAGERS OF SIGNAL AND TRACK MAINTENAN E FOR CLEARANCE PRIOR TO PERFORMING WORK ON UPRR RIGHT-OF-WAY. TITLE NAME PHONE PUBLIC PROJECTS ENGINEER MIKE C.-ES 206 66 25-'46 ENGINEER CLARENCE JOHNSON 2CC-625-5147 ROADMASTER WAYNE LONNGREN j 253-591-2563 SIGNAL SUPERVISOR GARY GOWER 360-330-2525 STRUCTURES ENGINEER I MIKE BORG 5C9-536-2A18 5. UPRR RAILWAY PERSONNEL ON THIS PROJECT ARE: rTITLE NAME PHONE PUBLIC PROJECTS ENGINEER 1 JOHN TRUMBULL 503-872-1809 RO ENGINEERJECT JACK PRESTON 402-271-6802 ROADMASTER ROWDY CURTISS 503-249-2323 SIGNAL SUPERVISOR MEAL HATHAWAY 5C3-872-1937 STRUCTURES ENGINEER AZiZ AMAN _ _ 3-271-3221 SURVEY AND STATIONING 1. RAILROAD STATIONING FOR THIS PROJECT FOR PROFILES AND ALIGNMENTS ;S BASED ON STATIONS ESTABLISHED FOR THE CENTERLINE OF THE EXISTING BNSF AND UPRR MAIN LINES. 2. STATIONING FOR CROSS SECTIONS IS TAKEN FROM THE EXISTING BNSF MAINLINE § ALIGNMENT. EQUIVALENT UPRR STATIONS ARE SHOWN FOR INFORMATION ONLY. 3, FOR PROJECT SURVEY CONTROL. SEE DWG, C13 THE CCNT.ACTS TOP COUNTY AND MUNICIPALITIES ARE COUNTY/ I CONTP.C' PHONE -,UK"- PWD ROBIN T;SCHMAK � 206-§33-0179 SCALES: PLAN & PROFILES FULL SIZE: HORIZONTAL 1" VERTICAL . = 5" HAL SIZE: HORIZONTAL 1' _ :00" OER7.CAL 1" CROSS-u'CiION FULL SIZE HORIZONTAL 10' IPRTICAL i' = to HALF SIZE: HORIZONTAL ' - 20" VERTICAL . - 20' R.R. CONSTRUCTION SEQUENCE 1_ CLEAR AND GRUB 2_ 8NSF/UPRR FORCES RELOCATE SIGNAL LINES (UP 10 S 180ih St.) 3. CONSTRUCT SHOO —FLY, FILL AND INSTALL U.VERT 4. COMPLETE R.R GRADING THROUGH S. 180th St. 5, 8NSF/UPRR CONSTRUCT TRACK 6. CUT -OVER SHOO -FLY TRACK 7, CONSTRUCT BRIDGES 8, BNSF/v'PRR FORCES REPLACE TRACK ON BRIDGES 9. CUT -OVER MAIN TRACK 10, REMOVE SHOO -FLY TRACK. RAILROAD BRIDGE DESIGNATIONS UPRR - BR, 171.02 SEATTLE SUBDINSION 2. BNSF - BR. 12.15 LINE SEGMENT DD51 GALL 48 HOURS IkC_FOR v0 DIG l—800-424-5555 I LEGEND ABBREVIATIONS (A) TRACK STATIONING DESIGNATION BR. BRIOGE _ EXISTING TRACK GG'NC, CONCRETE CONSTR. CONSTRUCTION PROPOSED TRAGIC CWR CONTINUOUS WELDED RAIL _ — — — - SHIFTED TRACK DBL. DOUB!E _ REMOVED TRACK DSM TO DEEP SGNL MIXING TANGENT TO SPIRAL Al CURVE NUMBER CS CURVE TO SPIRAL ELEC. ELECTRICAL 2OTURNOUT NUMBER ELE - 4ATION T RAILROAD TJRNOUT (HAND THROW) S' IRAL 'O TANGENT C SPIRAL "0 CURVE CULVERT -' EQUATION DITCH EXIST -EXISTING F/L FO FLASHERS AND LIGHTS FIBER OPTIC CABLE ^C1 O MILEPOST GA, GAGE GND GROUND Gd. GRADE LH _=E' HAND RAILROAD SIGNAL LT LEE` _ SIGNAL CABINET ML MAIN JNE MIN MINIMUM Y , EXIST. POWER POLE W/ GUY W9RE Opp OPPcSTE P.S. POINT OF SWSTCH RAILROAD SIGNAL CARNET ^% POWER POLE WILITY -POLE) --:^ FLASH WARNING SYSTEM RJW BNSF/ UPRR RIGHT OFF WAY " R. RIGHT HAND - RR CROSSING GATE RT RIGHT TF TRACK FOOT GAS VALVE T.O. TURNOUT ,/R TOP OF RAIL TELEPHONE RISER TER, TRACK TYP. TYPICAL STORM DRAW MANHOLE XING GRADE CROSSING SANITARY SEWER MANHOLE COVER CROSS OVER - _F SHOO -FLY STAND PIPE BNSF BU'RUNGTON NORTHERN & SANTA FE RAILWAY CO. ' UPRR UNION PACIFIC 'RAILROAD _ _ F OVERHEAD POWER LINE UTU Ty POLE GUY ANCHOR LUMINAIRE POWER VAULT - TELEPHONE VAULT FIBER OPTIC WARNING SIGN BER OPT, VAULT WATER METER BOX w LR c. j by ( a°'` CONSULTANTS GENERAL NOTES, R1 w PUBLIC WORKS DEFT_ a q°a7°° ° MA ABBREVIATIONS, LEGEND o ° _ -ENGINEERING- STREETS- WATER- SEWER- RARKS-@UILDING-y, ^'r aM1cet 69 o1144 M1 k e IWGS 2l;4(°, ,'i` fop no ,.prq o� p m9 CCW 2J2°/°' R/A61�M ji' a �s HDRE"9'Tee""e" Inc.SOUTH 180th STREET GRADE SEPARATION 01 } F U VARIES vaR!ES � VAPi5' Tp vMiES 5 d Li N N N �.N z � z Sb9.AALLAST(h )-J 9—OING t)MITS (TYP.) EAST. GROUND (TYP.)-% SEE TYPICAL SHOULDER DETAIL TYPICAL FILL SECTION TANGENT 15' TRACK CENTERS N.T.S. BNSF STA. 969+00 TO STA. 970+90 BNSF STA. 971+78 TO STA, 976+00 UPRR STA. 361+50 TO STA. 363+48 UPRR STA. 364+32 TO STA. 366+00 VkR1ES ( IS. (T") Yi MIN. X = N I T • - SEE ttPltaL 2't SHOULDER RTAII T NEW EMBANKMENT `- - TO EXIST. SLOPE EAST. GROUND TYPICAL SECTION UPRR SHOO —FLY N.T.S. STA. 354+16 TO STA. 361+50 STA. 356+00 TO STA. 373+07 TOP I RAIL — B* TOP OF TIE l' 9ALLAET 8' SUBBAUAST 12' BORROW MATERNAL AS NECESSARY VARIES 6'- 1.* CuARRY SPALL LAYER 3' AVE DEPTH R N� ANT .�.T i2'-6' FROMPGAUGE SWTc! A Ii2'-6' FROM GAUD G' N. TABLE 1 \I VARIES VAR Es - I I r Se£ LYPIGA. c OS ACE " <_HWLDER DETFiI - - _ _ _ _ -- -- - -- !NTO EAST. SLOPE E%!ST. GP0U40 (TYP.; TYPICAL SECTION BNSF SHOO -FLY N.T.S. STA. 961+90 TO STA. 969+00 STA. 976+00 TO STA. 982+82 TYPICAL SHOULDER DETAIL N.T.S. PT..TBLIC WORKS DEFT_ a 9T' -ENGINEERING-STREETS- WATER -SEWER -PARKS-BUILDING- JS • �v • i4De r RNOUT DIsiANCL O s AN wSTANCE NUMBED A' I C' P s - P' LEAD �GTkL LENGTH 15 55'-i !J2" 1T5'-4 f 2 iJ0'-1O 1 Z' TYPICAL BN5F TURNOUT GEOMETRY N. T. S. ROCK aPRON (3' ROCK SPA; E) 12 CMP i6 GAGE - D -- 1 '0' 2p IT 20 :I -EC GR0 INS TYPICAL ROCK APRQNS AT CULVERTS T7.� CONSULTANTS B�lHgineering, Inc. G""Ml- 12 GRAVE_- BACKRL'_ FOR PIPE ZONE SEDDING TYPICAL SECTIONS i� S' Nei. COVER BELOW TOP OF "Bo", TOP OF SJBGRADE 6' g �FARTR 1OL—TION LEYa PIPE ZONE BEDDING AND BACKFILL DETAIL N. T. S. NOTES: 1. DISTANCE FROM TOP OF RAIL ELEVATION TO TOP OF SUBCRADE AT C OF BNSF 'RACK IS 2.93' ON TANGENT TRACK. SEE BNSF TANDARO PUN' DWG N0, WO, SHT ND. 02. 2. DISTANCE MOM 70P OF RAIL ELE—ON TO TOP OF SUBCRAOE AT Z OF UMN TRACK IS 2.91' ON TANGENT TRACK. SEE UPRR STANDARD PLAN' DWG NO. OOVI 3. FREFER OR ACTUAL OR SE SEC TO3 SHTS R14 TO R24 CONERUCTEO. 4. PROCCT —TONS BASED UPON 198E MAW DANM. SOUTH 180th STREET GRADE SEPARATION u F u R2 e70.044 pb no R2. J, stole NO SCALE date 2D-Fe 2DD! CURVE DATA - SOUTH 180th STREET GRADE SEPARATION NO STATIONING POINT T!`TAL GELTA DELTA IO R DELTA SP L [NORTHING FASTING SHEET Al 956+34.65 S G^2?'33" 94.58 II62621.392 I292098.422 R5 957+29,23 S I1627!6.079:I292088.176 959+63.82 PC 7 4"2819 . 401460.57 1162949.358'!292063.976. 961+89,80 CS I163!75.768 1292062.i781 962+99.80 ST 1 0-32'02"i 110. 001163285.759 1292660.797 1 A2 96 4+02. 33 1 TS 1 C"17'60" a0.00 153388.083 1292059.530 964+42 13 SC 1 1 b3428 081 1292059 382 965+11.1- PI 12"4G 08" 12�04 08"'I 1"30"00"j3819.8 68 47 37 .92 1 53437.C57 L292058. 80C1 955+80.05 CS I I 1 1163565.924 1292C54.868 966+20.05 ST ( 0"'i?'o0" 4G.00 1 63605 865 1292052.647 A3 9b9+16.66 TS 12"50'59" 90.00 !6 902.Ot4 IL92 36 0871 i 971+06,65 SC 164091.845 1292028.594i 971+57 .24 PI 9^i8'36" 13 3E'}8"13"CD C� 1910.08 60.20 120.371 ..n4152 201 1292022.0541 972+27.01 CS I 164212.152 1292031,628 974+17,01 Si 1 12-50'59- 190.00 64401. 364 1292048.681 Bi 955+25 .29 1 TS 1 i"33"OS°1317.42162513 .497i292124 584 958+42.71 SC 162829,428 1292094,083 959+58.54 1 PI 5^30'29" 3^57'24" 0"58'39" 5861.73!202 .46!404.801 1162944.338. 1292079.024 962+ 7.51 PT i I163233.760i1292076 .289 a21 964+50.63 1 PC 1163436 .87!I292074.3701 965+12.02 1 PI 2-45'43" 2^15'00" 2546. 64I61.39 h 22.76 153498,M 11292073,7591 965+73, 38 PT 163559.554, 1292070.2521 IB3 966+2-3 38 PC 163609.47i 1 1292067.3706 966+50.84 PI 3-17'34" 6^00'00' 955.37 f 27, 45 ,54.91 i63636.88'+ 1292 ^v 65.788' 966+78.27 PT 3'64.348 2C65.7831 'CI 955+64.4I TS-2l'03"128I.52mI62552r33D 129" 36 44 ! 958+45.53 SC I628326541 l2c21096I1B 1959+69.19 5"25'24" 3^45'15"I 1"00'25" 5640.05 187.31 374.48 i'c2955.30511292093 .921 1 962+20 01 CS -!63206.549 292091,620 1962+70.01 ST IC^15"06" 50.00 163250'.546 ..24209'. 074 I j I C21 963-70.01 TS "1^7'0" 13.OG 129 965+CC0 C 1 1292090 292067.572!1 i 965+28.56 PI 1 4-40'27" 1"25`28" 2^30'00" 2<'92.0: 28.49 56.98 11635!5.0871i29208E .63II 965+56 .98 CS 163543.42011292084, 811I 1 966+86.98 ST 1-37'30" 130. 00 163672.98311292074 2181 I IC3 968+5 2-51'39° 189.25 163837.30011292059,219 1 41.297 SC 1 .16.026 .0.,5 I292045, 156 371+34 .42 Pi 11-18'55" 15^35 36'13-01'26"11895.08 92.55 185.00i -1., 4115.5631 1292033.545 972+26.22 CS1 1 54210.931 1292G46.583 974+15.47 Si i2"51'39" 189.25:164399. 397 I292063.556 ��~w"5 ,s P�CJBLIC WORKS DEFT. -ENGINEERING-STREETS- WATER -SE WER-PARKS-BUILDING- �S °t99R° TURNOUT COORDINATE DATA - SOUTH 1801h STREET GRADE SEPARATION NO TURNOUT 1P01N NORTHING 'EAST ING 1 PS 16..796 71811292062. 924I 15HEET !163765 598 1292065 764 'R6 NO TJRNOUT F^v TNT NOR'tiI NO (EA.STiNG SHE'_"' NO. II (RH lRS 2 NO. II tRH I o48!7.685.1292,05.255 16484H.75811292T11. 576 CONSULTANTS eERGEREE HDRcngineering, Inc. CURVE AND TURNOUT DATA SOUTH 180th STREET GRADE SEPARATION I$ R3 --1 71 -1144 pc no R3.Ey _ 1t0 SCALE oats 26-:eo-20Ct TO VANCOUVER PS& HIGH VOLTAGE ON — ON WOOD POLES '— — — `— ,- - - -- --.- p - REN(OVE CANq L£VEFF _ FA SIGNA S AND GF�ES LPRR MAN LINE - REMOVE & REPLACE200 =U R ML e "R C.NSTRUCI.N.F GRADE -AI.N UPRR''SfGNAC AND COMMUNICATION _ To Ilif BA N kH._6c_ —_— P — BNSF{MMIN L-1 1A BNSFSIGNAL AND---------- BNSF�P�TFLIN'E MMUNICA BNSF MAINLINE UA (10 REMOV-D BY OTHERS) 9E s REMOVE Noll XOWR E NO._i T.O. AND 253 T.F. , SIGNAL BUNGALOW _ .__(TO_BE-REMOVEv'-EY-OTHERS) L RR SHOOFLY' SEE SHEETS R7-RB 0 + is OVERHEADLn GUY WIRE UY P sNOTE'Q� p OD - - — `- — ( GROU ND W — tr--"�,_. _ L - �MH M TO 8E ODIFI'=_"D- — - ---. � SE SHEE CIE Q F /L SIGNALS AND GATES y I EMOIE & REP`ACE 200 IF EA. ML1 & ML2 FOR CONSTRUCTION GRADE SEPARATION �PS- HIGH VOLTAGE ON `ALL STEEL POLES -- PS- LINE 0 ON WOOD POLES O- - - -` — W p — p ADJUST SS MH PROPOSED SIGNAL RELOCATIOI• � TO GRADE z ----UPRR SIGNAL AND __—COMMUNICATION --4 REMOVE 312 T.F. MLI & ML2 — I$ Inw Z 50 0 So 100 scale •eet NOTES: . ALL BNSF MATERIALS THAT ARE REMOVED WILL BE STOCKPILED FOR REUSE BY SOUND TRANSIT PROJECTS 2. EXISTING BNSF V0GHT OF RAIL IS 132d1 SHOO -FLY WEIGHT Of RAIL TO BE 136# CWR 3. EXISTING UPRR WEIGHT OF RAIL IS 133g• SHOO -FLY WEIGHT OF RAIL TO BE 133q CWR 4. ALL STATIONING REFERENCED TO BNSF MAINLINE ONE SHOO -FLY STATIONING, S. GUY POLE AND WIRE TO BE RELOCATED BY OTHERS. PUBLIC i�ORKS INEPT_ 4 d d=•Iq tts °t CONSULTANTS BNSF/UPRR SHOO -FLY RA s a.o ucGistlstm �� DEMOLITION PLAN E~ 0 1 { —t 72 o+Tg4 OENGINEERING— checked w4S ?j19fo: �T�'� ' p.ol enq ccw 2lzal-1 l l.i'.L k-s oo Ra.a.q aExc�x/aaui ..; a u=or°, ' HDREnglneering, Inc. SOUTH 184th STREET GRADE SEPARATION 'gam ' reha�ans icoz-x�.oz9ws ._ . °i°al°°oui '6ui�aa ui6u3 °S ...' NOIlb21tld3S dfl`d2I0 13M31S 4l086 Hl(lOS �aH Ix�3a 311dO3d 8 Nb ld NOV8i ` L2� A-U-OOHS bi ldn S1NViTISNOO for aosi , -`.]Ni�':If19-SN2ib'd-2l3M 35 -2J31VM-5133a115-`JNIN33 NI`JN3- y - ".Ld�Q �7l2zonh �I`-Ig17eI �`y e„Mxr o W N W O O a O C oZ sz I ov I �aa; moos � eo; os o es IHLNOZN04 OS=„t / 81VO5 3l nONd tOGt-Wf-GZ =tPP r �atoP au NUIJ-Vtidd3S 3GYdS 1332JIS 4308G H1nOS e� eau e •=aaT� .: s•nea aP aN �1 W18YIN3JM3H 9L "` 311=1MId 8 NVId AOV2l1 1 Sa kld-OOHS NNdn S1NviinSNOO HO6t O� • T,n -``JNIO11n9-SNL+Yd-N3M35-931HM-5133Ui5-�NI2J33NI`JN3- a - � ',I.cI�Q S�I2IOM �I'-Igl-l.cl `ter _ a o o o o l a o o _ a o o o o 1aa aims COL GS 0 oS •09 M-98 133NS 3S 53-3—OOtS 3SNE :31VZIS 3113G2+d oo�wo — r u u z z —-----=---- of& - �--- -—_-- -----t rTt _ 0 — ___ 963-,; 00 10 964+00 TOP OF SURBALLAST (-'P.) 40 - - ---------- ------------ ------------- ------------- ----------- -- ----------- -------- - ---------- - - ---- - -- - ------------- TOP:OF SUBGRADE (TYP')- ---------------------------- - ------ 40 30 - - ----------------- -- --- -- - ------- ------------ - --- --- ------ ------------- - ---------- ---- ----- - 30 20 20 -150 -140 -130 -120 -1'0 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 UPRR AREA CUT: 4.57 BNSF AREA CUT: 1.55 AREA FILL: 31.01 AREA FILL 17.92 964-' 00.00 40 - - ---- --- i- T - --------------- - --------- - ----------- ----- -- ------------ - -------------------------------------- -------------- - -- --- -- -- ----- -------- ------------ ----------- --- --------------- --- ---------------------- 40 T----------------- --- 30 - - ------ -------------- ------------- -- ----------------- -- --- ------- --- -- - ----- --- ------ ------------ ------------ ---- - --- --------------- --- ------ -------------------- - .... --- -- - ------------ ------------ 30 20 - 20 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 UPRR AREA CUT: 3.99 BNSF APEA CUT: 3,48 AREA FILL: 21.13 AREA FILL 2.56 9634-50.00 40 - - --------------- -- - ------------ -------------------- ---- 1 T - - - --- ----------- - --- ------- - ------------ -- --------- ------------ ------------ z --- --- - -- - -- - ----------------------- Z 40 30 - - ------ 30 20 2 0 3 -150 -1W -120 -1 iO -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 UPRR AREA CUT: 143 963+20.00 AR BNSF A E�. CUT: Z65 AREA FILL: 17.00 AREA, FILL: 0 40 - - ---------- i ------------ ------------- ------------ ---------------- ------ --- - -- - --------- - ------------------ ------ ---------------- ----- --- ---------- ----- - -------- -------------- - ----- -- 7 ------------ ----------- Z zI i 40 30 - - --------- ------- --- -4 -------- ------------ - --- - --------- -- ----- ----- ------------ -------- ---------------- -- ------- -- - - --- - - ---------- ------ ------ 4 ---- ----- - - - --- - -- -------- --- 30 20 - - ------ ------------ - ------------------------- ------------ BNSF ------- ------------ ------------ ----- - ---- ------------ ------------ - --------- -- ------------ ------------ BR 12W, 12S, & 12E T ------------ T ------------------------- ---------- ------ ----- 2 0 10 10 CROSS SECTION SCALE: -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 0 10 20 30 40 50 60 70 1"=10' HORIZONTAL 1"=10' VERTICAL UPRR AREA CUT: 2.63 AREA FILL: 15.78 963+00.00 Oy BNSF AREA CUT:0,0 P;' AREFILL: 0.0 deslgn� MGQ 2/19/01 CONSULTANTS SHOO -FLY CROSS SECTIO14S R9 sw" PUBLIC WORKSr:)iEi--r- SHEET I ENGINEERING- STREETS- TER-SE—_R- i — 77 -1144 p,,j g CCW 2/20/01 IR 1 JI - R14 d., ,j dv TLT 2/20/01 HDREngineering, In, SOUTH 180th STREET GRADE SEPARATION ft'. .i I d 20-F-2= 964+50 TO 966-00 40 — — ---------- -------- ----------------------- ------------- - -------- ------------ ----------- — --------------- --------- ----- --- --- ---------- - ---- — ------------------------------------- --------- --- ---- ------ 40 "T 30 - - -- ----- ------ -- - - - --------- ---------- ----------- - --------- -- ------------ - -------- ------------ ------------ -- ------ ------------ - ----------- ------------------------- 30 20 20 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 0 0 110 20 30 40 50 60 70 UPR R AREA CUT: 3.74 SNSF AREA CUT: 1.06 AREA FILL: 103,15 AREA FILL: 35.79 r)n —------ --- — -------- _7 ---— — I-T - - ------ — — — -- - ---------- — ----------- ---- --- — — — — - ------ - -- ------- - ------------ — -------- z 40 30 --- -------- ------------ - - ------ - - -- ----- - ----- --------- --- ----------- --- 30 20 20 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 UPRR AREA CUT 4.42 ENS AREA CUT: 1.77 AREA FILL: 62.27 AREA FILL: 54.91 nn 40 - - -------------------- ------------ ----------- �---,bi - --- - ------------- ------------------------ - ---------- ------------ --------- -- -------- ----- ------------------- - - ----- - ----------- ---------- ----------------- ------------ - ------------ 40 si z I c 30 — — ----- ---- — ---- — — -------------- ---------- ---- — ----- ---------- — ------------ ------------ ---- --- --- ----------- ----------- — -------- -- --- — --- — - — ------- ----- — 30 -— --- ------ --- --- CROSS SECTION SCALE: 20 20 1"=10' HORIZONTAL —150 —140 —130 —120 —110 —100 —90 —80 —70 —60 —50 —40 —30 —20 —10 0 10 20 30 40 50 60 70 "'=10' VERTICAL JPRR AREA CUT: C82 SNSF AREA T 1.33 AREA 47.32 96411-50.00 AREA CUT: 39.28 by ..ta CONSULTANTS SHOO -FLY CROSS SECTIONS R10 1I3T_lC-_ WC�IZIE<S 5. f2/19M SHEET 78 144 ".j Fm ,,.j dk GLP s/20/01 HDRE,gmee,i,,g, SOUTH 180th STREET GRADE SEPARATION d.t, 2D-F-2-1 gI 966+50 TO 968+00 40 - - N ---- - N f -- - -- ------- -- -- - --- ----- 40 30 ----- ------ - - - -- x - - - - - --- 30 ` - - 20 20 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 UPRR AREA CUT: 5.45 BNSF AREA, CUT: 16 AREA FILL: 135.63 AREA FILL: 123.78 40 ----- - • ----, -• ------ v) 1, --`- i - r- _ 968+00.00 ---- ---- ¢ � - m t �� z - - -- --- - --- 40 + `,i - -- ' --- - -- - - ------ - - o - - - 20 20 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 1.0 20 30 40 50 60 70 UPRR AREA CUT: 4.49 BNSF AREA CUT: 0,15 AREA FILL: 147.81 AREA FILL: 75.29 40 - - r1i -- - 967-�0.00 ---------• a z m -- - Y _ �v H 4 - - - -- - - 4e 30 - ---- _ - -- - ---- - - - -- - - -- - -- 30 -- - 20 20 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 110 20 30 40 50 60 70 UPRR AREA CUT; 4.23 BNSF AREA CUT: 0,16 AREA FILL: 126.39 AREA FILL: 60.8 E0.83 097�/Vl , n 40 z - - - -- -- - --- ? - - -, 40 R30 - -- --- ----- ---- - - - ----- -- --------- -- --- - ------ 30 CROSS SECTION SCALE: 20 20 1"=10' HORIZONTAL -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 =10' VERTICAL UPRR AREA CUT: 3.75 66+5- BNSF AREA CUT: 0,70 9V V AREA FILL: 114.07 0 AREA FILL: 33.88 cy i date Q PZTBLIC WORKS DEFT_ o ° —ENGINEERING—STREETS—WATER—SEWER—?ARKS—@:/1LDING— — 'S ,eoe ho' .1 � � P' '°p„,y o CON ULTANTS SHOO -FLY CROSS SECTIONS SHEET3 R11 W>;5 . 6 Gi11�+i,M � H°R`"9'neer"'e, I"` ��179,1144 jO--j-.— � '° proj en9 °• a C°W ° °I'/26j°' 2/2°j0• SOUTH 180th STREET GRADE SEPARATION 968+50 TO 970+00 40 - t - ------ 1 T - ---- 1 - C Z G ---T -- _-. -- -- - - _ ------ 40 30------ ---- ---- v � i 6 Lri w -- - - - -- - - 30 ` - - - -- - - i 200 20 -1.50 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 UPRR AREA CUT: 0 BNSF AREA CUT: 0 AREA FILL: 91.11 AREA FILL 219.90 40 -- --- -- -- -- xl - - s p� 970+00.00 - - - N - LL =t -- _ �� -- --- ---- - - - ---- -- ---- - - 40 30 = -` -- - In olffi - - ----- -- - -- - - ------ - ----- - 30 - - -; - - -- -- ---- --- 20 20 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 UPRR AREA CUT: 1.30 BNSF AREA CUT: 0 AREA FILL: 92.55 AREA FILL: 208,76 969 i 50 00 40 ---- ---- ------- - - - - - - - 40 30 - - ---- ------- * =I - ---- - ------- ---- - - --- - 30 \ - -- 20 20 -150 -140 -130 -120 -1110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 UPRR AREA CUT: 3.69 BNSF AREA CUT: 0 AREA FILL: 59.57 AREA FILL: 193.04 nFnnn nn E 40 30 20 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 UPRR AREA CUT: 6,17 AREA FILL 87.33 968+50.00 40 30 20 10 20 30 40 50 60 70 BNSF AREA CUT: 0 AREA FILL: 175.94 °Kwlts s PUBLIC wc)lz <S L7EPT_ , "�� a�al9^eC N a. 2/14/0 CONSULTANTS SHOO -FLY CROSS SECTIONS s x ar° Mooj2/Is/01 $HEET4 p C —ENGINEERING—STREETS—WATER—SEWER—PARKS—BUILDING— cnmkeC fM'S 2/i9/01 C n 3 ms prof mq — 2/20/Ol BERGtR//1�YA9 GU 2/2o/m HDREnclneering, fin, SOUTH 180th STREET GRADE SEPARATION CROSS SECTION SCALE: 1"=10' HORIZONTAL 1"=10' VERTICAL R12 aaa« 80 e144 414.tivg rewalo^a -2C 970+ �o To 971+60 1) 1 40 -------- -- - --- I- --- ---- - - - -- - -- --- -------- - ---- 40 'o i 30 150 40 -130 -120 -1110 -100 -90 -80 -70 -60 -50 -40 -30 -20 0 0 10 20 30 40 50 60 70 UPRR AREF CUT! 46.40 BNSF AREA CUT: 64.77 AREA FILL: 0 AREA FILL: 0 971 +60.00 40 ---- --a -- I - --- - - - 40- n Z 30 3 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -33 -20 -10 0 1.0 20 30 40 50 60 70 UPRR AREA CUT: 36.39 BNSF AREA CUT 83.57 AREA FILL 0 AREA FILL: 0 971+50,00 40 -------------- ---- -- - ------ ----- -------- ------------- ------- ---- 7 --------------- - - - --- - ---------- --- ------------ ------------------------- - -- ----- ----------------------- - --- ------ ----------- - ------ 40 30 30 -150 -140 -120 -110 -100 -90 -80 -70 -60 -50 -40 -3-3 -20 -10 0 10 20 30 40 50 60 70 UPRR AREA CUT 38.41 BNSF ARIA FILL: 0 ARAREA57.73 EA FILL 0 Q -71 - n n r) n ------- ----------------- ---- --------- ---- ----- ------ ---- - - --------- ---- ----- ------ 40 40 - - ----------- : ------------ T ---- ------- ----------- 7 ----- ------ F ------ - ---- - ------ 30 - - -------- ------------- ------- ---- ------------ -------------------------- 30 ------------ CROSS SECTION SCALE: 20 20 10' HORIZONTAL -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 D 20 30 40 50 60 70 1"=1O' VERTICAL UPRR AREA CUT: 0 BNSF ARE, CUT: 4,87 AREA FILL 85.41 9704-50.00 AREA FILL: 75,25 PUBLIC W(DlzS DEFT_ d"19ned u. zr,4ro, CONSULTANTS SHOO -FLY CROSS SECTIONS -7 R13 SHEET 5 810144 ENGINEERING- STREETS- WATI.R- SE�MERAR�S- BUILDING- 2/19/01 p,.j !19 2'Cw 2/20/01 B GI 2/2./51 HDREngineering, lr�c. SOUTH 180th STREET GRADE SEPARATION 20-F2= gl 972+00 TO 973-, 50 40 - — --------- --- ---- -- ------------- -- -- ----------- -- - ----- ------ --- ------- --------------- -- -------- ------- --- - ---------- --------- ----------------- ----- ---- ------- - --- 40 ---------- T' ---- --- - ------ NI z ------- ---------- ------------ - ------- -- ------ - ------ ------- - --- ------- --- ------- --- ------- -- --------------- ----- ---- - ------ - ---------- ------------ --------------- 30 ---- ----- - ------ --- - 30 20 1 20 _1 50 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 UPRR AREA CUT: 13.42 BINSF AREA CUT: 0 AREA FILL: 48.81 AREA FILL: 381-86 n-7z Gn n ----- ----- -- ----- ----- ---- ----- - ------------ ----- ------ ----- ------ -- - - ----------------- ------------ - : 40 40 - - -------- - 7 ------- ------------- E_ ------- - -------- ----- --- ---- ciw 5 1 30 - - ---------- ------- ---- - ---------- ------------ --------- -- - --- - ----- - ----- - -------- -- -- - ------ - --- -- ------- - - - ------------- -------- ---- ------------ ------------ ---- - - ------- --- ------------ 30 20 20 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 co 50 70 UPRR AREA CUT 1,51 SNSF AREA CUT: 0 AREA FILL: 33.61 AREA FILL: 35463 < 07 z n (1, r-, r) 40 - - ------------- -------- -------------- - - 1------------- -- ------- -- ----- --- ------ t ----- ------------ - ----- ----- ---- ----- --- ------ ---------- - -- ---- --- - - ----- -- -- --------- - - ----- -------------- 40 30 - - ------------------- - - ------------------ - 7 ------------ 30 ---------- - ------ ----- ---- ------- ------ - - ---------- CROSS SECTION SCALE: 20 HORIZONTAL -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 0' VERTICAL UPRR AREA CUT: 42.88 BNSF AREA CUT 6.89 AREA FILL: 0 972-00.00 AREA FILL: 315.46 �Bl_lc__ wC:)lz_T<s DEFT. _T PUBLIC by .1. 2/19/01 CONSULTANTS SHOO -FLY CROSS SECTIONS SHEET6 R14 •j��g—ENGINEERING—STREETS—WATER—SEWER—PARKS—BUILDING— ,.j -, !CCW -T,;j _11� 2/2Q/�' _�/2�/ll RE)i I na _p,114 1, HDREngineering, Inc. SOUTH 180th STREET GRADE SEPARATION E 974+00 TO 975+50 40 - - ----------------------- - -------- --- ------------- -- ---------- - -- ---------------- 7 ----------- ---------- -- -------------- ------ ----- ------------------------- - ----- ------- --------- - ---- ------- 7 ---------- ------------- 40 30 - - ---------- -------- ------- - ------- - - - ---------- -------- --- ------------ - --- ---- ----- -- -- -- --- ------ - - - -------- ------------ 30 ------------ ------------- �7 ------ - ------------- 20 - 20 -150 -140 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 1C 20 30 40 50 60 70 UPRR AREA CUT- 5.99 BNSF AREA CUT: 0 AREA RILL: 91.85 AREA FlLL: 334.35 40 - - ---- -- - - -- - ------------- --- ------ --- -------- - ----- -------- 07�,+50.00 T ------ ----- -1 --- - ---------- ------------- -------- --- ----- --- - ---- - ----------- ------- --- -- -------- - - ------ ------- ------ - 40 10 - - --- ---- -------------- - 7 --- ------- ----- -- --- ------------ - --- 12' dMP I E� 4 ------- - ----- ------- 2- ----- CMF - ------------- i - - ---- - - -------- - 30 - ---- ----------- ----- - --------- 20 29� 6 20 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 110 20 30 40 50 60 70 UPRR AREA CUT: 6.06 BNSF AREA. CUT: 0 AREA FILL: 74.25 AREA FILL 370,81 40 - - ---------- 1 ------ --- T --------------------- ------------ -------- cl ---- ---- 975+00.00 ---- - ----- - ----- ----- K --- --- - - - ----- ----- -------- ------ - 40 30 - - ----- --------------- - - --------- ------------ - - - --- - ----------- - ---- --- - - -- ---- - 30--- --- -- 20 20 -150 -140 -130 -120 -110 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 0 20 30 40 50 60 70 UPRR AREA CUT: 9,45 BNSF AREA CUT: 0 AREA FILL: 105.57 ARE,, ILL: 288.64 Q -7 r) n 40 - - ---------- ------------ ------------ ------------ - --- ----- - ------- - ------------------------- ----- : --------- xCE------------ 7J ---- Z ------- ------------ - - ------- -------------- ------------ - ------- ----------- 40 30 - - ------- ----- ---------- ---------------- - ----- ------------- - -- ------------ -- ---- ---- I ------------- ------------ --------- - -------- --- ---------------- ------------ ------- ------ 30 20 'ROSS SEC -ION SCALE: 20 1"=10' HORIZONTAL -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 1 10' VERTICAL �i UPRR AREA CUT: 11.28 BNSF AREA CUT: 0 AREA FILL: 92.24 974+ 00M AREA FILL: 38106 y WORKSID]F -ENGINEERING- STREETS- WATER -SEWER- IARKS- BLDING- --imn CONSULTANTS SHOD -FLY CROSS SECTIONS SHEET7 R15 !�-1 83W ".1 lk i� 2/20/01 HDREngineering, Inc. SOUTH 180th STREET GRADE SEPARATION --------- 2-2M' 976+00 TO 977+50 40 - - t --- - -- ----- ------ --J_ - --- - - - ---- ------- 40 30 - - - - - - - - --'- - 20 20 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 UPRR AREA CUT: 5.54 BNSF AREA CUT: AREA FILL: 36.03 9 AREA FILL 23239.!4 Q77-I-F;n nn <( 40 Kiel 20 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 UPRR AREA CUT: 6.47 AREA FILL: 47.29 Q77- nn nn < o s 40 30 20 10 20 30 40 50 60 70 BNSF AREA CUT: 0.43 AREA FILL: 287.37 4u---------- ---------- --- �_-- -------- .------- ------------ -------- -- --- : ---- __._------ --.____ -- 40 30 y = - -- -_ - - ------ - ----- --- -- --------- - - --- - --- -- m ----- - - - - 30 20 20 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 UPRR AREA CUT: 5.86 BNSF AREA CUT: i ARIA FILL: 65.59 315 AREA FILL: 375.56 <I Q7r,+�ii' nn z 40 30 20 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 UPRR AREA CUT: 6.42 AREA FILL: 66.17 976+00.00 .�`°'I`4 , PUBLIC WORIGS DEFT_ _ —ENGINEERING—STREETS—WATER—SEWER—PARKS—BUILDING— ;Aa, �o' 1906 40 30 20 10 20 30 40 50 60 70 BNSF AREA CUT: C ARE; FILL: 315.60 CONSULTANTS SHOO -FLY CROSS SECTIONS g SHEET 8 BE 'o HDREngineering, Inc. SOUTH 180th STREET GRADE SEPARATION CROSS SECTION SCALE: 1"= 10' HORIZONTAL 1"=10' VERTICAL R16 =ne.; 84 e1144 pc �o R14—, acme 1'-iD' �e.,o�a,n aoce m-vac-zrot 978+00 TO 979+50 40 40 30 20 10 20 30 40 50 60 70 BNSF AREA CUT: 0.78 AREA FILL: 183.69 40 30 ---- - --- - ------- - ----- ------ - - - - - - ----- 30 - 20 20 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 UPRR AREA CUT: 3.95 BNSF AREA CUT: 0.28 AREA FILL 22.80 978+00.00 AREA FILL: 212.90 i,KW„q 9s nuBLIc WORKS DEFT_ o 4 1 ay tlate CONSULTANTS SHOO -FLY CROSS SECTIONS i _ —EN GINEERiNG—STREETS—WATER—SEWER—PARKS—B:/:IDING— %� ;uc0 checkei W„5 2/19/01 2/19/Ot �y SHEET 9 5.4` 3 �' mq CCW 2/20/01 ( r.Lj\ s ' �. proj °� 2/20/°' "DREngneer'"5•"° PAM909 SOUTH 180th STREET GRADE SEPARATION CROSS SECTION SCALE: =10' HORZONTAL "=10' VERTICAL R17 sheet 8 a044 reaiaiwa tlale 211 —2001 S!DES OF BASE NE SEE D�G S185 FOP DETAILS. 9 ('1 NECK SPLICE -A. END RE ESTAL (SHOWN THIS SID� OF BASS LINE ONLY FOR CLAR17-) 61 PREC�ST SMUT TRUCTION JOINT PLAN - UPPER WALL CAP PRECAST CONSTRUCTION JOINT CONSTRjC---QN JOINT SEE OWG S71 FOR DETAILS STRUT LOWER WALL CAP LOWER WALL CAP PRECAST STRUT TOP 01 WALI CAP "T' YP. 0 6'- !7'-0" TO ILE�' -R-FORMFD HOLIES. GROUT #9 DOWELS INTO PLACE, �P, ELEV, 32.10 PRECAST STRUT SEE DWG S113, It FOR REINFORCING, SEE UPPER WALL CAP LAN AND TOP OF CONCRETE BEARING SEAT ELEV. 25.95 CONSTRUC TON BOTTOM OF WALL CAP JOINT, -P, ELEV. 21M SECONDARY SHAFT, TYR. 6 SET ELEVATION NORTH ABUTMENJ WALL CAP MARY SHAFTS NOT SHOhN FOR CLARITY. - SEE DWG S711 I 3 257 '1r9 (') ROT- MECH. SPLICE EA END- 5r—k9 (') 8 D TOP TOP 3 ze0 q9 BOT.- CONSTRUCTION JOINT LOWER WALL CAP 257:d9 (•) TOP, MECH_ SPLICE EA END BASE LINE A -LINE STA. 16+2C.86 CONSTRUCTION JOINT LOWER WALL CAP 125ep9 BACKWALL r 8=#1 _ (` MECH, SPLICE EA ENO C 1 2S` #11 t) TOP & OT, MECH. SPLCE `A ENID � c ( T. --_ -- ---- / J.-- • ( f------- T � ff I j E 243 pit BUNDLE Wf 2 51#11 x 14._0.. e {/ 5'_0^ S7 v2 `FACE OF BACKIYALL i«t 1(') BUNDLE UPPER WALL CAP f 2N71 X 23'-0"EW- 261 ,g6,1 c2'y6 STIRRUPS, SEE ELEVATION, DWG 510C n SECTION —LOWER WALL CAP 5100 SCALE: 1j2" = 1'-C" SHAFT PRECAST CONC. Y-8" :10" 2'-6" PEDESTAL— _ - --{- �, Q 12 a11, Typ ,- 1267 #5 oIJ (�j) VIEW —UPPER WALL CAP FACE 5100 SCALE: 1/2' = i'-0" DAG SPLICE, TYP. ~ (') 8' C' TOP 10'-0' TOP I �1-- -8= kit 1 81_Jt 111 SECONDARY SHAFT, TYP. ,W. E: (•) CONTRACTOR TO DETERMINE BAR LENGTH BASED UPON TYPE OF MECH. SPLICE USED, 2, PRIMARY SHAFTS NOT SHOWN FOR CLARITY. . ADJUST SPACING TO CLEAR DOWELS FOR PRECAST STRUT, SEE DWG S80 SECTION B. BAR BENDING DIAGRAM APPLIES TO DWG SIN TO S102 _3. 2'-4' P, 5' 3' 10" 25a 1 19 - 262 j6 267 E5 2 fi 0 269 F6 r 4 u UPRR BR. Ili .02 SEATTLE SU3, TALL DIiENSIONS ARE OUT TO OUT CONSULTANTS 'LA c� UPRR BRIDGE ABUTMENT WALL GAP DETAILS PUBLIC wc:>IZKS DEFT. & °° Pn'12f1e oo S101 o si d—, LA+° aznU. �g^�—aSHEET 2 -ENGINEERING-ENGINEERING TE ETS-WAR-SEWER-PARKS-BUILDING- chacketl Allitf11f01 a —t122o044 p° - so1aLN-a.a 1 pro; -9 cLw 12ofm REIfGEBG184M HDR Engineering, Inc. pro, dr m 2nofm SOUTH 180th STREET GRADE SEPARATION flea u a o° aot.l �.w.loo. I aoc. zo-Fce-sit Io SHAl_ 1 1 2'- 8' 10- 2'- 6' �#5 ALTERNATE .35' HOOKS W� 9 0 HOOKS 2' 3SHEAP KEY _=#9 @ EO� SPA.' CONSTRUCIION JOINT aJNO' - E _=Tj#ll BUNDLE w / 2 77,# 11 �'T 5 1 4' SE :W� S60 R SHAFT DETAILS EQ� SPA. SEE NOTE 3 &IF�TION V-0. UPRR BR. 171.02 SEATTLE SUB, W(=)I-;,']E<S STREETS-WATER-S,R-RARKS- ]DIE @1PT_JBLl(-_ -ENGINEER�N BUILDING- 4' SHAFT 3,-6" PRECAST CONC. L PEDESTAL rL -l2 g F274 V9 0 ED SPA §,E--6wG s8Q .0 -RECAST ST UIT, Ir TE 2 Lu d , 0 7Q, SPA, �,C`T, CO STRUCTION JQN- w A #11 0 A. ri! I id 1. IRA V-O' V-l' 1�-4' 51 OW'G S50 FOR L =25, #9 0 EQ. SPA� I SHAFT DETAILS -------------- SH NOTE 3 NOT'S 12. SEE DWG SIM FOR 3AR BENDIUC DIAOPAV- SO ADJUST PACING TO CLEAR )MILS FOR PRECAST STM, SEE SECTION B� )WG S8- 3. _A_DJ-.IST SPACllr TO CLEAR SHAFT REINPDRCING, CONSULTANTS UPI BRIDGE ABUTMENT WALL CAP DETAILS /27/. HERGERIARW HOR Engineering, Inc. SHEET3 ...1123.1144 SOUTH 180th STREET GRADE SEPARATION TO NT & 0 (UPR"n TIMETABLE SOUTH; J INSIDE FACE PRECAST CONCRETE REQE4 o � Z o� I`p NOTE: TRANSVERSE DIMENSIONS \ ALONG BACKFACE OF SACKWALL. \ FILL JOINT WITH PREMOLDED -C N7 FILLER TIP, t BARING BE 4' 0'e SHAFT W'-. T TYP.— y CEMENT DEEP {{ SOIL MIX (CDSM\ -'.I A -LINE FACE '0 FIACE OF BACK WAIL PRESTRE'>Sc0 CONC. SCL Ct LL BOX GIRDER! PRECAST STRUT (5-D X 5'-v ), YF. SEE DWG SIIO_ A -LINE Y- f!— UPP,R S`A M.F. '77.0. PRECAST STRUT (5'-0- X 5-0'), TYP. SEE DWG S1IO PLAN SCALE 1/8" = 1' 0" GRADE C.DC% D ANDOVER @ TJN (DPRR 71M_-AB. ABLE NOrcTH) 2� l 0B8 L Foy 157E __ea•—E, 71'-8 FACE TO FACE OF BACKWALL v -O" t TO C BEARING 35'-0' TYP (Z A-LINE �— 'SCA WALL TRANSVERS VISION TAP. c W', BOLTS & PLATE 6' 6' CURB -± WASHERS, TYF. & SIDEWALK LANE & SHOVLDtR 0' _ANE S. 780c ST IA UNE) o40FI. GRADE LINE 11 2% f--� _% -1 I I t� ELEVATION SCALE: 1/6" = 1'-0" -PREC.A5T CONCRETE ._„ESTAL, TYP. 2'-8' HAN'ORAtL TOP OF RAIL ELEV. 3420 -= EXISTING TOP OF RAh b 3 CMF PERFORATED 1 0 DRAIN E. -.5. TIE TO 1 UNDERORAIN SHOWN ON DWG C TYP SEE 9A KRI-I Zi C.'.AiL ON 14GG S82, TYP. 27. I r { f.ENFRA' NO'iTS ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION I . D 2000 EXCEPT WHERE MORE RESTRICT!VE REQUIREMENTS ARE REQUIRED BY THE AMERICAN RAILWAY ENGINEERING AND MAINTENANCE OF WAY ASSOCIATION (AREMA) MANUAL FOR RAILWAY ENGINEERING, OR UFRR SPECIFICATIONS A' DETAILED IN THESE PLANS OR THE PROJECT SPECIAL PROVISIONS. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE AMERICAN RAILWAY ENGINEERING AND MAINTENANCE OF WAY ASSOCIA11ON MANUAL FOR RAI,. WAY ENGINEERING, 1999 EDITION, AS MODIFIED BY UPRR DESIGN STANDARDS. THIS STRUCTURE HAS BEEN DESIGNED -0 CARRY COOPER EB„ LIVE LOADINGPLUS DIESEL IMPACT,PERAREMA MANUAL FOR RAILWAY ENGINEERING, 1999 EDITION, CHAPTER 8, CONCRETE STRUCTURES, AN, 30 INCHES TOTAL DESIGN BA AST TH. SESWC DESIGN FOR THIS STRUCTURE IS IN ACCORDANCEACCORDANLE WITH THE AREMA MANUAL OR RAILWAY NGINEERING (1999), CHAPTER 9, BASE ACCELERATION COEFFICIENT OF A - 0289 AND SIT` COEFFICIENTS = 20 FOR SOIL ^PE 4. GEOT'CHNICAL INFORMATION USED FOR BRIDGE DESIGN IS BASED ON INFORMATION OBTAINED FROM A GEOTECHNICAL ENGINEERING REPORT DATED FtJARY 2001 PR ARED BY SHANNON & WLSON, INC.GEOTECHNICk BORING COCA-90NS ARE SHOWN ON DWGS, C15 T 9 G-OTECHNICAL BORING LOGS AND LABORATORY TEST RESULTS ARE INCLUDE WRTH THE PROJECT SPECIFICATIONS APPEARANCE IN THE CONTRACT DOCUMENT OF THIS INFORMATION DOES NOT CONSTITUTE A GUAPANTETHAT CONDITIONS OTHER THAN 'HOSE IM1 CAT'ED WLL NOT BE ENCOUNTERSG CEMENTDEEP - SOIL MIXING SHALL BE PERFORMED IN ACCORDANCE WTH PROJECT SPECIM PROVISIONS AND THE GEOTECHNCAL ENGINEERING REPORT. SHAFT TIP ELEVATIONS AND SUBSTRUCTURE DETAILS ARE SUBJECT TO CHANGE DEPENDING UPON FOUNDATION MATERIAL ENCOUNTERED, REINFORCING STEEL FOR ABUTMENT DRILLED SHAFT WALLS SHALL NOT BE CUT UNTIL FINAL SHAFT AND ELEVATIONS HAVE BEEN DETERMINED, AND SUBSTRUCTURE DETAILS HAVE BEEN MODIFIED IF NECESSARY. CAST -IN -PLACE CONCRETE SHALL MEET THE REQUIREMENTS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION DATED 2000. THE CONCRETE IN THE PRIMARY DRILLED SHAFTS SHALL BE IEEAN CONCRETE. CLASS 4000P OR 40DOW CONCRETE SHALL 8E USED IN THE SECONDARY SHAFTS, ALL OTHER CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. CONCRETE FOR J PRECAST CONCRETE GIRDERS SHALL BE AS SHOWN ON THE GIRDER PLAN SHEETS. CONCRETE FOR PRECAST CONCRETE cY DESTA S SHALL BE CLASS 4000 ADMIXTR S CONTAINING CHLORIDE IONS SHALL NOT BE ALLOWED ERECTION OF BEAMS. BEAMS SHALL BEST IN THEPRO O ATON USING CARE NOT TO DAMAGECONCRETE ,,, _ES AFTER BEAMS ARE SET AND TRANSVERSE TENS.6M1 RODS FUL Y INSTZaD REMOVE ITN LOOPS TO THE TO. O TH CONCRETE SURFACE. PAINT OR REPAIR AROUND 'HE LIFTIN„ OOP BASES WTH EPDXYNO .R TAR AS USED FO. SEITIN BEAMS FINISHED SURFACE SHIA_L BE SMOOTH AS REQUIRED FOR WATERPROOFING SYSTEM. MORTAR FOR SETTING BEAMS: BEAMS SHALL HAVE FUL' AND EVEN BEARING UPON THE BRIDGE SEAT AREAS IF NEEDED MORTAR CONSISTING OF EQUAL PARTS BY VOLUMEOF EPDXY AND DRY SWCA SAND, MIX IN ACCORDANCE r MATH MANUFACTUREWS DIRECTIONS, SHALL BE SPREAD ON TOP OF BEARING PADS TO OBTAIN UNIFORM BEARING, SCRAPE EXCESS MORTAR FROM AROUND BEARING PADS AFTER BEAMS ARE SET. SEE PROJECT SPECIAL PROVISIONS FOR BRIDGE SEA EPDXY RED IR-MENTS. SEE DWG S0 E BRIDGE SHAFT DETAILED. SEE DIN S100 70 4102 FOR WAU CAP DETAILS. ING BE DING S.7. FOR RAI ROA WATERPROOFING NG AYO T. SE DWG -8 0 5184 FOR PRESTRESSED S D CONCRETE GIRDER DETAILS, SE- DWGS 85 FOR PRECAST CONCR FED STALE D-TIDE S SE- OWC S 90 FORWATERPROOFING AND DECK R A:C DE.41 S. SE. DWG 31 91 FOR HANDRAIL DETAILS, BRIDGE STATIONING AND ELEVATIONS ARE BASED ON SURVEY DATED 9-25-98 BY CTS ENGINEERS, INC.. SURVEY CONTROL SHOWN ON DWG C13, DATUM 1988 NAVD BENCHMARK /tF12, BRASS DISK IN CONCRETE WALK NORTH SIDE OF S 180TH STREET NEAR HOUSE #7502 ELEV. 25.55 DURING CONSTRUCTION OF THIS PROJECT, CONTRACTOR SHALL COORDINATE WORK WITH SUBCONTRACTORS, UTILITIES AND THE RAI ROADS PER THE PROJECT SPECIAL PROVISIONS AND AGREEMENTS BETWEEN THE CITY OF 'UKWILA AND THE RAILROADS. PRIOR TO COMMENC'NO WORK, CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS N_LJDING 'HOSE REQUIRED BY THE RAILROADS FOR WORKING ON OR NEAR RAILROAD PROPERTY AND OPERATING RAILROAD TRACKS FL A --NE 8P e"33 - S0'00'00' BASE LNF i Lt UPRR TRACK L A LINE S'A+,6+20.86 UPRR STA.353,95.79, M.P. 171,02 - LAYOUT DIAGRAM NO SCALE t�a�eIH.L11/0WORKS KEPT o a -EN CINEERING—STREETS—WATER—SEWER—PARKS- 9UILDINC— ` taoe ' wq {j� .?'�nl ` 7 ulct=t �r caro CONSULTANTS UPRR BRIDGE 171.02, SEATTLE SUB. GENERAL ARRANGEMENT — S160 °A°°tt32.tta4 pc A. slsmwLw.a.a °°°'° " xi a°t° zc-Fca-zml i area � � VAN; atlW Eiji BER/GER/ABAA? HEIR Engineering, Inc. ` � ,�!/ •,_ —1; P 1", CL ziz°rm IG-PIun- SOUTH 180th STREET GRADE SEPARATION "I n =dot° �..+.I�. STRUT A LINE --A. 16+^v5.S0 n'-z Ile' ;a•. BAS INE �! 4 P g_ V IAih 1 § 7"`4' PRECAST CONCRETE! PEDESTA' TIP. � 6 �f I '" WA I �,j E'l CO TOP OF ROADWAY 0 A -LINE STA. 16+OE ELEV. 5.62 —� 1 1/2'0 STEEL PIPE HANDRAIL, TYP. 7 3f PRECAST CONCRETE 13 j6. 3 7/E' WALKWAY TYF. O' SIDE DACE IZ STRUT R-UNE SEE (=j GI EXTERIOR STA. 1E+36 lGIRDER i I 1 CIA, c+' GRADE 75) TENSION ROD i(A TM A615,:GRAD . GALVANIZE PTO- OF RAIL PER ASTM A-153 NSION '0 22 TOTS LOAD EACH ROG ( �� ('I E 4. 34 IRA! - IT B S_ OF RAIL I�' FIL_ n7 W / L -'. _3 55 BA. 3/4'x± 3/4" LRPR OFISG k' PREMOLOED JOINT / ( -TO- 0- WALL CAP x 7 3 4 f- F! !` FILLER, / ELEV. 32.10 / G —i BAR 7 3/41 i/4 D:A. HOLE—S PRECAST sTR;aT 1 1 �I x G' 7 3/4' 1 SS 0"WS 0 STI0 ^.'P, 4 ¢ SCP�EQ 40 GALV i 14"6 HOLE :N DIAPHRAGM DETAIL STE .PE S E_VE I ' NC SCALE o: OF ON . - BEARING =_EAT TYPICAL TENSION ROD END FFTFii ELEV. 25.85 NO SCALE PRESTRESSED Q BBC. PRECAST GONG, ? E• q t 3/4"x9'x7T-4" GIRDER ELASTOMERIC BOTTOM OF WALL CAP ELASTOMEP,IC BEARING Pa0, REV, 21.00 BEARING FAD f IrI f— 1/8 1,8 3/A" I r r PREMOLDE.: BEARING JOIN:. FIL_c.. SEAT Ir 1 I 1—TOP OF ROADWAY A LINE STA -36 \\ 6G DUROMET I T cLASTOMEft, YP. 6 3/4" 1 ' I A SECTION CEMENT DEEP SCIL MIX , F � ,I ' I r f R " I '1NGITU hA IOIhT NOT AND COh TRU ^Oh 0 PN"r' (DSEFOR SETTING GIRDERS. THOROUGHLY WRE HL- RUS`� 6' 1 y _ - !• THE ENT'R� CONTACT SURFACES OF EACH GIRDER. _ TEN51 TTSEAL .N_ AND HOES AROUND N ROCSWITRIPSCF POLYURETHANE W/ Q NSITY OF 1,'PCF. I 30-041 OF SHAFTS CENS10N 'RANSVERSE RODS I I ! �ELEV. -30.00 GAFTER FINAL TENSIONING OF TRAM V'RS .ODS, 4. Y SECONDARY SHAfT TYPE g2 FILL BO..OM OF JOINT WTH EPDXY RESIN .,ROUT OR NON SHRINK CEMENTIOUS GROUT UP TO THE N0-5: 3'-0"' S PRIMARY SHAFTS LEAN CONCRETE% ! 3'-0' cOTTOM OF THE KEYWAY_ I. ALL HORIZONTAL DIMENSIONS ARE b" 6-G Q.C. �SECONDA'r,Y 13L AND PACK KEYWAY WITH CLEAN DRY PEA GRAVEL. ALONG FRONT FACE OF BACKWALL. 6'-0' 4 SECONDARY SHAFTS TYPE 21 6 6'-0` O.C.I YYY"' 6•-0" SHAFT TYPE 22 2.FASCIA WALL IN FRONT OF SHAFTS E REFERENCE SHAFT 51636 AFTER KEYWAY IS FILLED W!'N AGGREGATE , A;ip EPDXY RESIN GROUT TO FILL ALL VOIDS UP Tu NOT SH0WN FOR CLARITY. ELEVATION AT NORTH ABUTMENT A-LiN'c STA. 16+36 E TOP OF THE GIRDER. C DETAIL LOOKING NORTH. SCALE: 1/4" = 1'-0` - NO SCALE j T/�� 'Y °o" CONSULTANTS UPRR BRIDGE 171.02, SEATTLE SUB, S161 4JKµ ILA #T 1 _L TBT T� TA (D l<S D7EPT. ss tleelgneE JSki :,,- A,�R-SEWER-PARKS-BUILDING- } tlram JTuJ IV2°/M TYPICAL SECTION ENGINEERING- STREET S-Wrt,.er+, 33°rtaC �n.rx.e >xKl lvtva �� , P,H e"V CLVI W2°IM UERGERIAoAM HDR Engineering, Inc. �e °° S,5IUPLNd.p 9� •, Pr°,°° 6LAIB2f20.B1 `' SOUTH 180th STREET GRADE SEPARATION �. YNRIES of hG � � e°tei r.Nebne E°te 2°-FEB-2�1 GKNT& 70AN Y_R3 SEA (UPRR M_TA9LE SOUTH) 7"-a" FACE TO F+'iOE OF DACKWALL •R TIM�•_ r NORP;; 7 `-<" Z" Ei PRESTRESSED E'NC. SG. CELL BOX ORDER PRECAST STRU(5'-0` �n'I .. SEE DWC 5;70 ARMOR PLATE, FU'_L WIDTH OF WATERPROOFING (' WATEFIl - — _ R PROD NG _ _ _ _ _ _ _ _ WATERAN,. V SECOND LAYER II ARMOR PLATE, FULL �z"Iw,o-H OF WAT -PRoo=NG IDI^ ASPHALTIC AN. - TYP. I (�_ CK PLA b 0 CMP PER RA E ( .., - (; S • 1709-t. TY=, ,:RAIN r:Pc U.`d OERQRA!N, TYr.� — _ — I _ _ _ / _ _ — — — — — — — — J (; —DECK PLATE SPD+70.9-t. TYP. �, A (�—PRECAST CONCRE-E SI90 4 PEDESTAL, TYP. FIRST LAYER 1 f2' X & FIR X E' O" 1t PRECAST STRUT ("-0" X 5'-D").-j ASPHALTIC PANELS. TYP.- T- SEE DWG Si1C i i UPRR BRIDGE PLAN VIEW SCALE: 1/8" = 1'-D" NOTF. SEE DWG OR WATERPROOAND FING AND DECK PLATE DETAILS AND NOTES, DEFT_ oP x -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- n laoe c� 5fi 1 "'" CONSULTANTS UPRR BRIDGE 171.02, SEATTLE SUB. WATERUBLICOI2KS WATER PROOFING LAYOUT S 171 e�°°t13d°144 }ob no S:lItPLN.tl°p act° zo-rca-zwl o..lyn.a �nR Ivzww rt Inc. BERGtR/A644f !iDR Engineering, e I heckso prof mp 9,.M ,^,�V 112P.S1N 2f20(01 SOUTH 180th STREET GRADE SEPARATION _^ su N ro o aat° .°.i.mn. 4 EXISTING & PROPOSED I UPRR MAINLINE _ OR OF AL- PALS E_EV 34 20 -I I�--32-C 5/8" MIN. TEMPORARY RAILING, TYP. TOP OF CONCRETE BEARING SEAT ELEV. 25.95- 1 BOTTOM OF �ENCN� I EQUAL TEMPORARY STRUT'I BETWEEN NORTH AND SOLOWER WALL CAP Y .-;.('._ CO+TRAC OR COSY P1609N — 0 1/A EXISTIN & X-STING NSF 2ND -N ALL. H 120 TA, MENSONS . PROPOSE NSF MAIM1 INO ARE ALONG G A -LINE. UPRR Sti .-t - BNSF C BNSF „NSF MANUN'E ( ' S OOFLY SHOOFLY 3 PROPOSED BNSF t 8" 15 2 ! I c3'-9 tt4' M1N. 2NC MAINLINE � PROPOSED BNSFis 0' MIN. ICING TRACK a' i. OFTRACiOR TO PROVIDE AL MPORA RAILING SHORING SUBBALLAS' r I \� ND/OR BRACING REQUIRED TO SUPPORTTH SHOOFLY AND BALLAST LAST -, i ¢ PROTECT RAILROAD PERSONNE- THE EXISTING EMBANKM'NTS .. G _ _. r _ AND BRIDGE ABUTMENTS AFFECTED BY ANY EXCAVATION WORK. TOP OF CONCRETE CONTRACTOR C PROVIDE THE RAILROADWITH DETAILS, EAP.ING SEAT SIGN AND PROCEDURE FOR ALL TEM QRARI RAILING, --EV, 20 02 YOKING AND/ : BRACINGALL TEMPORARY RAILING SHORING AND BRACING SAL BE DES' NED, SIGNED AND SEALED By i 8-1-0N v - PROFESSIONAL NGINEER REGISTERED IN .�'E STATE OF W'A.._ CA: WASH N'GTON ALL TEMPORARY RAILING,SHORING AND BRACING ELEV. _.,.,, FINS? BE APPROVED BY THE BNSF/UPR AND THE CITY NGINEER PRIOR TO BEGINNING OF CONSTRUCTION, TEMPORARY STORING j. 2.CONSTRUCTION SEQUENCE ON THIS SHEET FOR INFORMATION I ( BY CONTRACT Y, TYP II PRcr ARE CGSM/ y '- I ONLY, CONTRACTOR TO SUBM'T PROPOSED CONSTRUCTION SEQUENCE THE SEQUENCE MUST BE APPROVED BY THE ' SUBGRACE R G = _ ( " 'r'I' ^ NS /UPRR AND THE CITY ENGINEER PRIOR 70 i ! I'I I S BaALLAS _ BEGINNING CONSTRUCTION. F IE + CCSM i 3.NORTH WALL SHOWN, SOUTH WALL SIMILAR. CONSTRUCTION WITH WORK BRIDGEDISCIPLINES 'EMS FOR OTHER C S1 PLINES SEE JWGS C5 TO CB. n r CONSTRUCTION E c P� n Ra . {'. CNSTR 1 ION S- : r N I. C NSTRUCT CEMENT DEEP SOIL MIX (CDSM) F BETWEEN THE 1I X S ING ?RACK WHERE THE SHOOFLIES WILL BE NSTRU IED AN CONS'RJC TEMPORARY SHORING •�' ' - �') -� �� 2. CONS RUC? SHQO .-ES AND SHEET TRAIN TRAFFIC TO I_ t' MIN O'f"RLAP { ' r BOTTOM 0 S' -FT SHOOF� ES EIEt 30. WIN. EXTENT � 1 M N. OV=REAP. P1633N -71 � 3, CONSTRUCT CO St .-.' T4 BRIDGE SHAFTS. — P1 7N THIN OF 9R SH I TS SECTION LOOKING NORTH MIN EXTENTF BRIDGE SHAFTS CONSTRUCT SHAF S FOR T SEG LNCE 5 & 6 : (S�-.+.%ENO:- ( 'ROUGH 2$ CLEARANCEIN SUBSECUENT - EXCAVATE TO ELEVATION 23.0 PER DETAIL ON DWG C7. ,N Sc G.;_tiCE 5 & 5 GLEXISTING & PROPOSED UPRR MAINLINE '7 CAP BACKWAI L BEHIND GIRDERS E EXISTING ---VOnSTRLCI:vN C EXISTING BNSF INC 5 CONSTRUCT PRIMARY SHAFTS. - TOP Or AU RAILS -'ROPOS C '3NSF MAIN IBNSF MAIN 6. CONSTRUCT SECONDARY SHAFTS. L - TEMPORARY RAILING, YP E EV. 'AID � F PR OSEO BNSF '. XCAVATE NO DEEPER THAN BOTTOM OF WALL CAP. / rE UPRR SHOOFLY C BF.,F C BNSF / Sri0ftFTY SHooFl.Y 3 NC 51 2 MAIN_NE Q PROPOSED BNSF ISE MC TRACK 8. C TEMPORARY MPORARY STRUT WALE CAP AT UPRRBRIDGE INSTALL STRUTS BETWEEN NORTH AND SOU•4 IL CAP BACKWA_ BEHIND GIRDERS " _� - TOP Or 2.1C CAP WALL CAPS. I^ ELEV. 32.1C TRAINEE TRAINER �. 1 ( (� 9. INSTALL BEARINGS AND _NEC? GIRDERS. O, CONSTRUCT CAR BACKWALL, Ai BNSF BR !DOE INSTALL �IO(� L! J L� �,' J a �iO iJ u�- BACKWALL BEARINGS . lt,AT BRIDGE GIRDERS INSTALL WATERPROOFING AND DECK PLATES. BEHIND WALL OAF. SHORE FOR BALLAST d r RACK S UPPORT. L =1 13.CONSTRUCT BALLAST AND REALIGN TRACKS ON BRIDGES. 1.4.S41.T TRAIN TRAFFIC TO BRIDGES. { I !' 5.CONTINUE CONSTRUCT ON CF CDSM. SHAFT WALLS AND STRUTS ADJACENT TO BRIDGES, u IB.REFkaVE TEMPORARY STRUTS AT UPRR BRIDGE AFTER THE PERMANENT PRECAST STRUTS ADJACENT TO BRIDGE ARE INSTALLED AND WALL CAP WITHIN 10' OF PERMANENT i 'I PRECAST STRUTS HAS REACHED -1HE SPECIFIED M1N IMUM \Vj 28-DAY COMPRESS IYE STRENGTH (f c) 17, XCAVATE BELOW WALL CAS AFTER PERMANENT PRECAST { 1 I STRUTS ARE IM1STA_LED AND WALL CAP HAS REACHED THE I SPEC AY STRENGTH (f'c). ff F { 1 IS. CONSTRUCT ROADWAY ANDDFASCIIAAPWALLS. BNSF BRIDGE 12,15, L.S. 0051 l CCfII IC FI!'C C TFJ R!111(`:J 'E PUBLIC WORKS DEPT_ -ENGINEERING-STREETS- WATER -SEWER -PARKS -BUILDING- TEMPORARY STRUTS BNSF BRIDGE 12,15, L.S, 0051 1 IDIDR RR 171 (10 CCfl TTI C CI Im CC)EXI .NG & r EXIST'NG & PROPOSED PRECAST PE, R AE I PROPOSED I PNSF TMAIN I'�E' 0^0 UPRR MAIN; �, hSF MAINLIN UPRR SHOOFLY G SNSF C BNS. 1 SFOOF Y 1 Oe PR OS C 3h5F aS S'RUT Ft1TURE 2ND MAINLINE('FRET. T i r PRE 45T C04C. f 1 TRACC PE TA!, - ROPOSEu BMSF / (.tRMANFN= STRUT), TYP- i `n. ( f (SIDING TRACK { IJL lu T<MPORARY SHORING & IHOOFLYS I WAIL CAP COh' TO BE REMQYD AFTER SEQ-NCE 7,'14�...: T. TYP,ST. JOINTF \\\ I P16C9N P1633N I I 4 G C PRIMA? SHAFT `LEAN CONC.) PY 6 C N S^OND77 AR C'vSM� — P17??N SECTION LOOKING NORTH 'SEQUENCE 15 THROUGH 18' NOTE: SEE DWG siec FOR NOTES AND 'oR IDGE CONSTRUCTION SEQUENCE. P!?71N ""� PUSL IC WO�ZZ<S DEFT_ o tT' —ENCIN EERING—STREETS—WATER—SEWER—PARKS—B'JILDIIVG— s a 90B a �� ra sa ,L nl by b— CONSULTANTS RR BRIDGES AND SHOOFLY CONSTR. SEQUENCE SHEET 2 _ S181 . eel as>+ as OaeigneG I.AN 12f19(DO 12noroo stRctx(AaaM NOP Engineering, Inc. , • , 4 cftackatl aM v+91aw Pray al: DIM Ic..> 2f.5/M 2/20 znclm J SOUTH 180th STREET GRADE SEPARATION I )» na S81WN.b' •>'�e ,�.,° o Dote reNeiwie t. 2D PMB-2M1 � ao r.'a tx m ( 71 -4 4'a SCNED. 4D GALV. STEEL PIPE SLEEVE 7 14-2" U10` '6 C 10" 16 n' }<'_2" 4'_3' Lh'iNG ;COPS, SEE S S3 '`DID VOID ( VO VOID �.� ---------------------� _------------__---- TYP_ M II 2,., 109 1c. I— — — — — — — — — — — — — — — — — — — — — — — 40_ :C, TY= .-TNG LOOPS, S \`Z 40 HOLE IN DIAPHRAGM 1 a NOLFS j — — DETAIL I -5" 7'-8'-E" 7'-E" DETAILS SYMMETRICAL 5,-1, I A (� OF GIRDER, CHAMFER AL. CURB & WALKWAY JOINT, TYP, PLAN KTL EXPOSED �1 SCALE. 7Jz" = 1 0 1 1 ILL CURE d WALKWAY JT. WITH If2- PREAOL -D JOIN" `7 LEER. CORNERS 3,74' _ 4 ABRICATOR TO CAULK ALL 3 EDGES WITH JT. S_ALER. S:rJJRE IN 5' 19 SPA. @ 6' - 9'-6" 4\ +tb to SPA @ `_" - 9' E' 4-1 h4 19 SPA, @ 6' = 9'-6' ' 'f? SPA @ 6" = 4 6' ACE WITH AT LEAST 4 GALVANIZED NAILS THROUGH FILL_R J1 20-3E'1 & 20�-5G1 7_ PROJECTING INTO CURB 3 WALKWAY C01CRE E GYP. i BEARING 20-3Fi & 2_ 5G1 ! I 20-3c' & 2u'�SG1 1Q-3F1 & 10-5G I t BFARING 1 I'd VrE DRIP GROOVE —, EXTERIOR GIRDER ONI�j I�II,II��-1?�I'k1 'I4 NNN' N,'I4'+, I a�-!N'-1—I!-1-1.!' - INSPECTION N�y I DRIP OVE DETAIL DRAIN r10LE5 IN BO-l'CM, ! `o TO & EACH WALL OF EVERY I HANDRAIHO' /4"a FDR B ! VOID. PLUG TOP INS EC ON 0 INSP ! B TS, = I' ! LES W EPDXY AFTER VOID LI FORM LOCATION VERIFIED IN 3 FI ET, '?"'.-y!Sr.EO CASTING, TYP -\ I I� _'-2" I5' O" - '0" 16 -10 0 3' 2" 8" \ 409-l0. TYF, ELEVATION 3F' SYMMETRICAL PST. c GIRDER SCALE: 7/2 = 1'-0' m a f"NKRGIRD 'k NOTES I DESIGN LOADING: I \� COOPER E80 WITH 25.8% IMPACT. SPEED V - 60 M P,N. 11111 11A, OV-RA L GIRDER DIMENSIONS ARE FINISHED DIM tb ON5 AFTER SHORTENING. SEE GROUT MATERIAL ANC WORKMANSHIP SHALL CONFORM TO CURRENT A R E.M.A. CHAPTER 8 REQUIREMENTS AND A L REIN: ORCEMENT SHALL HAVE A MINIMJA COVER 0 j2' UNLESS OTHERWISE NOTED. >iB3 KEY DETAIL— J PROJECT SPECIAL PROVISIONS d SPECIFICATI0n5 FOR PRESTRESSED CONCRETE PRODUCTS, CONCRETE -HALL BE VIBRATED INTERHA_LY PURIN P AC.MENT TO PRCYI DE THChOL'GN CONSOLIDATION AND SEE CONCRETE. COMPACTION. CARE SHALL BE TAKEN TO AVOID DISPLACEMENT Y EMBEDDED ITEMS. fc' = 6,50D P S.I 0 26 DAYS. FA9RICA?O.R MAY S BMIT TO THE ENGINEER FOR APPROVAL ALTERNATE LIFTING DETAILS AND CALCULATIONS ^I 5,000 P.S.I.6 TRANSFER OE PRESTRESSING FARCE. S..ALED BY A LICEN ED PROFESSI ONkI ENGINEER. -r LIFTED WITH SLINGS n5'EAD OF SIFTING LOOPS, CONCRETE SHALL BE AIR ENTRAINED PER PROJECT SPECIAL PROVISION d SPECIFICATIONS, STINGS MUST NOT 8, PLACED MORE THEN 3"-0' FROM Ehll OF GIRDER. H CURE CONCRETE MAY BE 4,000 P S I. 6 28 DAYS AT FABRICATOR'S OPTION. - USE 4" ASTM A53 SCHEDULE 40 GALVANIZED STEEL PIPE FOR REINFORCING STEEL: 4' ELOCKOJTS IN DIAPHRAGMS. PRESTRESSING STRANDS SHALL BE LOW RELAXATION 2' DIA. 7 WIRE, UNCOATED, WITH MINIMUM, F REMNTS.- / SEE SPECIFICAiIO`7S FOR ADDITIONAL R_WI �z fs' = Z70,D40 P.S.I. MEETING REQUIREMENTS OF A.S,T.M. A416 AND SUPPLEMENT 1. •-! - - ..{ INTERIOR GIRDER (FA.) ( — — INITIAL PRESTRESSING SALE 9E 0.75 (As)fa' = 31,000 LES. PER STRAND. CUT STRAW, SHALL BE GROUND YOLUAE OF CONCR�,E = 29.0 W. YARDS I. EXTER VCR GIRDER AS DETAILED THIS GW'G FiL_E�, SEE `f FLUSH WITH ENDS OF CONCRETE GIRDER AND PAINTED' P D PER PROJECT SIAL PROVISIONS SPECIFICAT I DNS. ESTIMATED LIFTING WEIGHT = 117,470 LSS 4 EXTERIOR GIRDERS REQUIRED. , EXTER IC4? GIRDER 'EA. 2. SEE D68 S!84 FOR OTHER REINFORCING DETAILS. NON -PRESTRESSED RE I NFORCQfNT SHALL MEET THE REDO I RELENTS OF A. S. T. M. A515, GRACE 60. j VOLIRIa OF CONCRETE 33.5 CU. YARCS m{ 1 ALL BAR BENDING AND STANDARD HOOK DIMENSIONS SHALL BE IN ACCORDANCE WITH, 'MANUAL OF STANDARD ESTIMATED LIFTING WEIGHT - 137,150 LBS 3. SEE DK' 5193 FOR PRESTRESSING DETAILS. PRACTICE' AS PUBLISHED BY T CONCRETE REINFORCING STEEL INSTITUTE UNLESS OTHERWISE SHOWN 4. SEE DWG S95 AND SI61 FOR BEARING DETAILS. DR NOTE°. TYPICAL SECTION UPRR BR. 171.02 SEA?TEE SUS., SNSF BR, 12A5 L.S. 0051 WIIA PUBLIDEFT_ C V�TORKS T" -EN GINEER!N C-STRE'e TS-WATER-SEWER-PARKS-BUILDING- .q `wf " q� •�� ,¢, o t� wj ax/�� CONSULTANTS GIRDER DETAILS SHEET 1 S182 , M.>:1a7.,iaa �..I�,°d � rgnero� 1 BERGERlABAM HDR Engineering,I ' '"'"" nc. ne=ked P•oi .nq. D' Im/asjm wloz/zo1D1 SOUTH 180th STREET GRADE SEPARATION20 no St0144 _ FES-,� arol d; ! ° qZ/zMro VQD VOID Volt I LIFTNG LOOPS SEE rB VOID VO PLAN "TAILS IYWMETRICAL HOLES, TIP. t-i/2' Elk 7 WIRE STRANDS DEARING ELEVATION "o INSPECTION HO-E/%10!.D DRAIN 2 HOLES !N SEARING -3 SPA, 0 2" 6' F3 SPA, 0 2' 6" VOID FOR. LOCATION �'RIFIED iN F'NISH CASTINC�!A ROUT KS1 DETAII SEE I NOTES. 3,SEE DWG SI84 FOR REINFORCING DETAILS. I BENT PIPE 1-07 60' MIN OR CONDUIT SLING ANGLE TOP 01 CONCRETE n TIP OF E, PRESTRESSING 7 STRANDS IN TYPICAL SEETIO[� /-B-'\LIFTING LOOP DETAIL rc-�GRQUT KEY DETAIL (TYFA - 11-5F4 LAP TO 11 -5F [3 SPA, C 7 SPA. 0 .6, V-9. I i SYMMETRICAL AST, q GIRDER TY 505-8, TYP. IN OiAPHRAM, � BEARING 41 m LPIM"" 1 4 m -L "Ell �-U �LUL[ -11Y m I. I qp119111 C) !I 1 4111IIIH HH� �H �711 H-2 �H 4H 14- ID 0 Ul '�L T3 It, a ME FE 1 11a �2 - �- C IDNTER -DIATE INTE 7' AP P'� RMEDIA- (�,INTERMEDIAT- fA KAGIA DIAPHRAGM E> APHRAGM. q BEARING 503-2 560-0 (TYP. 22 !EQ'D LAP 2 - 3 Y 3- 3 SF4 ,LAP 2'-3" TO 5FS) - 28 SPA. 0 6- . 14'-0' 29-5- lAP TO-20-5F5 13 SPA. 0 V-0 ' = 13'-0' 14-5M 1 AND 1-503-2 r503-2. TYP, 16 SPA, 0 12' - 17-5F4 LAP TO 17-5F5 15 SPA.0 1*-0' = 15'-0" 5-sm1AND 16-503-2 3-8, ELEVATION - REINFORCING STEEL SCALE: 1/2' jkTl�ALT ALTERNATE L I LSAT ONS LON GITUDINAL [ADJUST LOCATION O: LONG ITUDINAL GARS AS REQJ'RED TO CLEAN PRESTRESSING STRANCS. I ADJUST REINFORCtN,3 T0 CLEAR VOIDS 'I' CLEAR). 18 1/4" 6" 1 B" 6' 5 i/42 3/4' 91 3 SF k Cl S' 9' 2'-0' /-,5F5 5F5 • INDICATES LOCATION OF REBAR A SECTION SCALE-. I- = V-0- 9 ��5LU I IUN SCALE: 1 1'-0" UPRR SR, 171.02 SEATTLE SUB., BNSF BR, 12,15, L.S. 0051 F'T-3BT-I(Z:: WC::)lZI---S ]DEFT. --ENGINEERING- S TREETS- WATER - SE�R - P AR KS- 9 UILDI N G- 11 J. -5F3 IF4 ! (LA 21-3'L 5F-) Ad NOTES INTERIOR RJOR GIRO AS DETAILED THIS 1- Z INTERIOR NT11 I OR 111DEll 11GIIIES FOR 3 INTERIOR CIPMERS REQUIRED FG; L'R� 2, SEE DW. S152 FOR ADD17 A F%I�NZCMEN7 REQUIRED FOR EXTERIOR GIOINDIL y 3, PRESTRESSING STRANDS OMITTED FOR CLARITY. SEE DWG 5183 I- I.F. = EACH FACE, I L I S-': OF R�r I NFC-K I NG' BARS 1 T OTAL 'TGTAL AL I NT a4S F I GIRDER C, ""Oij VARK IIIE TYPE A S 1! LENGT 280 40 1. 3F I F 1 2'-3' 0'-3' t52 4800 7�-3 3/4' 190 50 -44 1 -10 2166 1595 114 114 - — F 5'-4' 1-13 -,C 2166 1 570 1 1595 5F5 1 5 1 i 1 2'4' 1 31-2 560 280 280 140 5G 5 G 2'-9- 1 '-2' Y-1 1 140 1 300 840 60_1 SC 5A.1 0'-9' I -C' 6'-! 1/2' 224 112 112 56 140&-10 1 4 STS. 2'-10' I goo 500 !�00 DO 100 1 5D3-2 5 STIR. 3'-Z' 418 110 308 1 22 1 22 56O-o 5 STR. 60' WEIGHT OF RE!NFORCENG BARS (LBS,) 81,320 21,400i 59,9201 4,25 0 4,280 TOTAL LINEAL FEET OF 1/2 ' DIAL 7 WIRE STRAND BAR F 4, A 6 A BAR 0 BAR, --5F2 - END DETAIL I ALL DI.INSI. .1 .1 TO OUT SCALE: I" = 1*-0" CONSULTANTS GIRDER DETAILS SHEET hR BEIiGERIAMM HDR Ego igee ring, Inc. SOUTH 180th STREET GRADE SEPARATION LIST OF REINFORCING BARS 2 ,/2" DIAL F:PE 4" 2" .4" VA` i I I 1 — Z PEDESTAL AND LIFTING LOOPS p p: i FENCE AT WEST SIDE OF ` BNSF BRIDGE. PRO\9DE r SLEEVES FOR FENCE POSTS. \ I SEE DWGS C29 AND SAT 4Ci E. bOb6AR . 21/2'1 SPA. @AST 12 = 6'-7': &-50, ( 21/2" END VIEW PLAN E PEDESTAL AND =PING LOOPS SP.ACINu E00-8, ?YP.-I 1 �I J�606-B E.. A . ACT 3 PA ffiffi —A 7'- ELEVATION A SECTION PRECAST CONCRETE PEDESTAL SCALE: 3f4" = 1-0" (0.98 CYDS. CONCRETE LIFTING WT. = 3967 USE. SUPPLY 3 09x2'-6" DOWELS WITH EACH PEDESTAL UPRR BR."171,02 SEATTLE SUB.. BNSF RR. 12.15, I.S. D051 B DETAIL N^ SCALE CONCRETE TOTAi TOTAL (UPRR (TOTAL 1 PEDESTA4 IBNSF I OUM. MARK SIZE I TYPE I A LENGTH 96 S 6, E SBI 5 B 2'-3' 0'-3' 7'-9' 48 16 32 C 0'-IO' 3'-0 3j4' 120 d0 BG I"v 1606-e 6 STR, I i I 2, DnD 660 1 36C 17C TOTAL LINEAL FEET OF 1/2 ' DtA l WI^R-E STRAND ( I I I x eA9 8 eAR c ALL DIMENSIONS ARE OJT TO OUT CONIMETE 'TOTES PRECAST CONCRETE SHALL HAVE A MINIMS.! COMPRESSIVE STRENGTH OF 4, 000 P-S.'. AT 2E DAYS 'ER A. R. E. M. A. CHAPTER B. CONCRETE SHALL BE VIBRATED 1 NTERNA.LY DUR IN" PLACEMENT TO PROVIDE THORO3",.H CONSUL IOAT I ON AN9 COMPACTION CARE SHALL BE TAKEN TO AVOID DI SPLAEMENT OF '7EDDED ITEMS. CHAMr-ER ALL EXPOSED EDGES OF CONCRETE 3/4' 9 45 . ALL R NE)RCIN STEEL FOR EC STALS SHALL CONFORM TO A S.T M. MIS GRA- 60, ALL R.. NFORC:NG S:EE'. SHALL. HAVE A M!Nl WJM 2' CLEAR DOVER A BAR B NNN AN, STANDMI) HOOK DIMENSIONS SHALL BE IN ACCORDANCE W TH MANUAL OF S ANDARD PRACTICE' AS PUBJ (SHED BY HE CONCRETE R-I NFCR_ING S i INST! JTE UNLESS OTHERWISE SHOWN OR NO-_. E F. = EACH FACE NO S: I I. 4 PEDESTALS AND 4 PEDESTALS ACTING AS TEMPORARY FILL BLOCKS REWIRED DR NSF �8TOTAL) 4 PEDESTALS REQUIRED OR UPRR 2 SEE DING S140 AND i60 FOR LOCATION AND INSTALLATION OF PERMANENT PEDESTALS AND-4P0RAR" PEDESTALS. PUBLIC WOZ2KS DEPT_ o = -ENGINEERING-STRTS-WATER-SER-PARKS-BUIL ING- EEWE `\ s �l �1 �-o'/r''-•D°I by I det. CONSULTANTS PRECAST CONCRETE PEDESTAL DETAILS S185 �a-140P114C 'pp19^.° tlrown �L "-naroo u� Im/m m � "�1` � BE",ARAM HDR Engmeerina. Inc. � cReckatl-Jd P.PI dI, lmlY O(W. D2/20/m IIIJP 02/m/m SOUTH 180th STREET GRADE SEPARATION !m Po S,95P:H.a.9 wd M� m j 10, 5H� TYF. 3 ?,J< SOP ( ONLY \I �5'-11 Ij it 1 iSUSS SUSS m, DEYp CK PLATE SDP12.15-1 & SPD12.15-2 THIS PLATE USED ON BNSF BRIDGE ONLY 1-BAR 72 X 3/8' X 7'-3 1f2" (BENT)^BH 4�BAR5 2" X 3/8' X G'-10'-B.1 1-BAR 11 X 3/8' X 0'-B"-BK (SDP1215-1 ONLY) WEIGHT = ?30 LBS. (SDP1215-1) WEIGHT = 120 LBS. (SDP7218-2) 2-EA. REQ'D GALVANIZE AFTER FABRICATIONs. ( } TYP 10" BH "\ T-- F�YP B' i BK � 4"I 5. 1 1'-11 3/4' 1'-17 3/4- 5-5 1/2- TI 1 N r 1/8 f DECK PLATE SDP170.9-1 THIS PLATE USED ON U.P. BRIDGE ONLY 1-8AR 12' X 3/8" X 6'-9 1/2" (BENT)-BH 4-BARS 2' X 3/e" X O'-10"-BJ 1/4- S ED PLATE i-BAR 11" X 3/8" X 0'-8'�-BK (A36 GALV' WEIGHT = 122 LBS �4-REO'D. GALVANIZE AFTER FABRICATION - I c CUT FLASHING ! FIELD TO CLEAR TYP. FLASHING DETAIL DECK PLATES. 32-REQ'D A.S.T.M. A36, GALVANIZE AFTER FABRICATION 2 LAYERS OF PROTECTIVE ASPHALTIC PANELS i TOTAL THICKNESS G.G 0 IN. BUM R6' MIN UBBER 6' MIN MEMBRANE OR EPDM WATERPROOFING t I PRIMARY LAYER 0.050 N. BUTYL RUBBER MEMBRANE OR EPDM WATERPROOFING 24' WIDE X 16 GA. GALV. SHEET ' METAL COVER PLATE OVER OPEN .• - 1 T JOINT. CENTER ON DECK PLATE ,DECK PLATE TYP. FLASHING DETAIL 6'I 5 SPA.. 0 ABOUT 1 4 518 " G" 8' 8H 8K p l5•I 2'-2 3f4�2=2 3f<' 15�4^� 9J^.'L GUM 'APE, EX,,ENO AT LEAST 1/e' YOND ED E GF EFUCE f t\ 6 6" / 1 \ MEMBRANE f ��_MEMB?AV TONGII� AND GROOVE TyP BUTYL GUM APE, EXTEND AT LEAST i,'8" DECK PLATE SDP12.15-3 BE CND DG D S?LCE THIS PLATE USED ON BNSF BRIDGE ONLY MEM BRAN '-BAR 12" X 3/8" X 5'-1? 1/2" ^-BH \ ' 3-BARS 2" X 3,f8" X 0'-10"-SJ r FACTORY MADE HEAT 1-BAR 1'" X 3f8" XVULCANIZED SEAM \ WEIGHT = 107 LBS, 12-REO'D. GALVANIZE AFTER FABRICATION N MEMBRANE 10' 8H T!NJ IF AND RO^ S. "fir ° RE -v'Yl 'ARE EXTH AT (EAST "POND DOGE SPLIC E'D 14 �_ -11 3{a" `— 1--it 3/. _s"14"! ` 6" 12- TOP RECE - 1/2' MEMBRANE - aUTT BPLICE 12' BASE PIECE j 1 NOTES: A-' CONTACT SURFACES TO BE THOROUGHLY C EANED AND CEMENTED. _t ONLY SPLICES SHOWN SHALL BE USED, �I 1/6 t f6. TIP. BUTYL MEMBRANE SPLICE DETAILS DECK PLATE SDP170.9-2 NO SCALE THIS PLATE USED ON U.P. BRIDGE ONLY 1 ^-BAR 12" X 3/8" X 5'-5 1/2" ^-BH 3-BARS 2" X 3/8" X 0`-10"-Bi WEIGHT = 90 LBS. 2-REO'D. GALVANIZE AFTER FABRICATION 2 LAYERS O. PROTECTIVE 6^� 3/8- STEELELATE ASP A TIC PANELS. 1 TC AL THI N .S -\ '-I (A36 GALV.)-� PUBBER 6 '6' o I HOLcS-1 (•I OO6O IN BUTYL MLM.,RANE OR EaDM 9f'6' 0 r^U- EXTEND WA ERFDOM HOLE. TYP ! p WN BA KWALL B - X 6" NOTCH 0 �6" I S SI 5 S: A. 0 A OUT ' -9 1/2" - '-0^ 6" ;J- 2 D O C IN LEADING EDGE OF ABUTMENT ARMOR . LATES R PLATE A S M A36, GALVANIZE AFTER FABRICATION CONTRACTOR TO DETERMINEQUA NTTY SEA.0.NT s PUBLIC WORKS DEFT_ -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- LAYER OF PROTECTIVE �2'm X 3 /////JrJ--- ASPHALTIC PANELS. CONIC IOTA THICKNESS 3/6 X 1_" WOE ARMOR EXPANS Oh PLATE A- ABL M-NITS BOLT .-060 IN BUM RU66E4 T ADD ALV FULL o WEMBRAN OR E.DN, /N WAT,ERPR00 INu LENGT" OF WATERPROOFING) 2E WIDE X 0.060 IN 40 WIDE X 0.060 IN `( BUTS RUBBER MEMBRANE BUTYL RUBBER MEMBRANE OR EPDM WATERPROOF ND O'R PDT.. WATERPROOFING CENTERED OVER THE 0 LM1 JOINT ' ' 24' WIDE X 16 GA. CIALi. SHEET METAL DECK PLATE COV'=R PLATE SECTION AT BALLAST RETAINER NO SCALE SULTANTS BFRGIERfAH DR BAM Engineering, Inc. �, _ NOTrg PRIOR TO MEMBRANE INSTALIATION, THE SURFACE SHAL_ BE DRY AND CLEAN OF DUST AND LDOSE MATERIAL THE SURFACE SHALL BE FREE OF OIL AND GREASE, THE SURFACE SHALL BE SMOOTH WITH. NO SHARP PRO,.ECT IONS, WATERPROOFING MEMBRANE SHALL CONSIST OF ONE OF THE FOLLOWING SYSTEMS. 1 7 0.060 .ICK BUTYL RUBBER MEMBRANE 2 0.060 HICK LPDM MEMBRANE THE MEMBRANE SHALL BE BONDED TO THE RIDGE DECK WITH ADHESIVE APPLIED TO HE ENTIRE SURFACE IN ACCORDANCE WITH THE MANU.A TUBER S RECOMMENDATIONS. R-TEE-IVE COVER FOR H BUTL RUBB-k AND DM M-MBRAN SHALL 6E A MINIMUM 0. ONE INCH THICK ANe CONSIST 0 TWO LAYERS OF ASPHALTIC ' AN_�S PLACED WITH STAGGERED JOINTS PRC ECTI\E PANELS SHALL BE BONED T THE M MBRANE AND 'C EACH D H_R WITH THE SAME ADHESIVE USED FOR BONGING THEMEMBRANE AND BE COMPATIBLE TO MATERIALS. CONTRACTOR .0 SUBMIT TYPE OF MEMBRANE AND PROTECTION SYSTEM TO BE USED IN BID PROPOSAL. CONTRACTOR TO INCLUDE ADHESIVE OR MASTIC, MEMMBRANE JOINTS, FLASHING, ARMOR PLATES, GALVANIZED SHEET METAL AND THEIR INSTALLATION ALONG WITH FIELD PAINTING DAMAGED OR FIELD CUT SURFACES AS INCIDENTAL TO THE WORK. ALL PROTECTIVE COVER PIATES 'HALL BE 16 GAGE GALVANIZE SHEET METAL IN ACCORDANCE WITH A S T M. A 525 A..L FLASHING AND ARMO.. PLATE SHALL BE FABRICATED FROM A.S.T. M. A36 STEEL, HAVE OEBLRRED EDGES AND BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH A.S '.M A123. ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS DI i AND AWE DI.5. ALL STEEL FARR I CAT ION SHALL BE IN ACCORDANCE WITH A. R. E. M. A. CHAPTER I6, PART 3. FIELD PAINT ABRASIONS OR CUTS ON GALVANIZED MATERIAL WITH ONE PRIME AND ONE FINAL COAT Or ZINC RICH PAINT. FIELD DRILL 9/1-- HOLE AS NEEDED FOR 1/2'A X 3' CONIC, EXPANSION BOLT. 6" 1 1/2' FIELD CUT FROM FLASHING 1, 6 --*�— 0.060 N BLT 1 ri RUBBER MW TERPR j OR EPDM WATERPROOFING \ WIDE X 0.060 N. 3UE. _R MEMBRANEER r _I OR EPDM WATERPROOFING CENTERED OVER THE t y OPEN 24' WIDE X 16 GA. GALV. /._ S4E_T MET AL COVER PLATE THE OPEN JOINT. ( DECK P_ TF G it T�; ALL STRUCTURAL STEEL PLATES '( AND 30- TS SHALL BE GALVANIZED. H ` DISCONTINUE FLASHING OVER PIERS AND ABUTMENTS. u L 1/2'a X 3 CONCRETE EXPANSION BOLTS. DELI 1/2-. 2 i,s2 E IN ABU TMENT USING ARMOR PLATE AS TEMPLATE B SECTION AT ABUTMENT JOINT NO SCALE BNSF BR. 12.15, L.S. 0051 UPRR BR. 17.02 SEATTLE SUB, WATERPROOFING 8 DECK PLATE DETAILS SOUTH 180th STREET GRADE SEPARATION S190 a,-t 141.1144 pc - sleoPu�.d, swia NO SCAT midx. dote KEE5-2001 OPEN HANDRAIL PANEL HP102 HANDRAIL PANELS ARE TO BE FABRICATED USING 1 I12- STD, BLACK PIPE 8-REO'D. GALVANIZED AFTER FABRICATION 8-REO'D. GALVANIZED AFTER FABRICATION 1 /2" 1 1/2"0 STD. 1 1/2- � 3/4"P HOLES BLACK PIPE 3/S'2 HOLES I .i 1-BAR 1 1/2" x 1/4' x 6" 3 f 1-BAR 3' x 3/8" x 6" GALVANIZE AFTER FABRICATION �15n SECTION AT BASE PLATE P100 SCALE: NONE SCALE:NONE <P-REO'D. GALVANIZED AFTER FABRICATION PUBLIC WORKS DEIPT_ ;� °°•� ENGINEERING- STREETS- WATER- SEWER-PARKS-9UILDING- Orono 3 i c:eoketl 1908 •�� 1pM, BD� Prol dir V - 3/8 DRILLED VENT HOLE FROM JOINT, EXCEPT AS D IMENSIGNED IN DETAIL 'A'. NOTES MAT RIAi: STRUCTURAL STEEL BARS SHALL MEET THE REQUIREMENTS OF THE CURRENT A.S.T.M. DESIGNATION; A36. STANDARD BLACK PIPE SHALL MEET THE REOU I REMENTS OF THE CURRENT A. S. T. M. DESIGNAT 1DN: A53. UNCOATED PIPE SHALL BE USED, SHOP NOTES- FABRICATION AND ARC WELDING OF STRUCTURAL STEEL AND HANDRAIL PANELS SHALL BE iN ACCORDANCE WITH CHAPTER 15, PART 3 OF THE CURRENT A.R.E. M. A. MAWAL FOR RAILWAY ENGINEERING. MI6 Wf LDING SHALL BE USED ON HANDRAIL PA.4EELS. OPEN HOLES AS NOTED. SHOE PAINT: NONE. GAL VAN I71 NG HPi01, HPIOZ, HP103 AMC PIOO SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH THE CURRENT A.S.T.M. DESIGNATION: A123, AFTER GALVANIZING ALL ELEMENTS SHALL BE FREE OF FINS, ABRASIONS, ROUGH OR SHARP EDGES AND OTHER SURFACE DEFECTS, TYPICAL SPAN SCHEMATIC ELEVATION 31/2" _H I1 1/2"0 STD. BLACK PIPE __-_-__ - 3/8"It VENT. HOLE 2 1/2 L'.-BAR 1 1/2"¢ x 5" 1 1- 1/2" C X 7" GALV. BOLT "- STD. GALV. NUT i- GALV. LOCK NUT RIOO OUT, TO WIT OF HANDRAIL1 c- 1/c h=i DETAIL a DETAIL A SCALE: NONE SCALE: NONE UPRR BR. 171.02 SEATTLE SUB., BNSF BR, 12.15, L.S. 0051 CONSULTANTS HANDRAIL PANEL DETAILS S191 1 d,eet142at1A4 BERGERlABAM HDR En hb eo s39tPLl P.. Engineering, Inc. SOUTH 180th STREET GRADE SEPARATION •�° NO SCALE . r o date) reA.ime tlote 2Q-(E_XIII