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HomeMy WebLinkAboutR-1997-061 City/Town Turnback AgreementRESOLUTION NO. R-97- 61 A RESOLUTION authorizing and directing the City Manager of the City of Yakima to execute the attached and incorporated "City/Town Turnback Agreement" with the Washington State Department of Transportation in order to facilitate the "R" Street Construction Project. WHEREAS, the State is planning the construction and improvement of a section of State Route 82; and WHEREAS, as part of the State Route 82 Construction Project, the State proposes to reconstruct and transfer street rights-of-way in the vicinity of "R" Street to the City of Yakima; and WHEREAS, on January 7, 1997, the City Council authorized the execution of a preliminary Engineering Construction Agreement for the "R" Street Construction Project with the State Department of Transportation, now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF YAKIMA: The City Manager is hereby authorized and directed to execute the attached and incorporated "City/Town Turnback Agreement" with the Washington State Department of Transportation. ADOPTED BY THE CITY COUNCIL this 15th da of April 1997. ATTEST: cG City Clerk Okra/tumback .gvamt WSDOT R St/rp "IP ynn Buc anan, Mayor Washington State irmlug Department of Transportation CITY/TOWN TURNBACK AGREEMENT ORGANIZATION AND ADDRESS City of Yakima 129 North 2nd Street Yakima, WA 98901 AGREEMENT NUMBER TB5-0037 SECTION/LOCATION T.13N. R.18E., W.M. Sections 1, 2 & 12 Selah Gap Interchange Vic. to North 1st St. Interchange Vic. SR 82 MP 30.06 to MP 31.70 Sheets 9 and 10 STATE ROUTE NUMBER 82 CONTROL SECTION NUMBER 3900 DISTRICT NUMBER 5 THIS AGREEMENT, made and entered into this 2 9 /If day of A P R. t l _. ,19 97 , between the STATE OF WASHINGTON, Department of Transportation, acting by and through the Secretary of Transportation, hereinafter called the "STATE", and the above named organization, hereinafter called the "CITY". WHEREAS, the STATE is planning the construction or improvement of a section of state route as shown above, and WHEREAS, the STA 1'h will abandon a portion of an existing state highway and/or construct, reconstruct, or rearrange certain city streets, frontage roads, access roads, intersections, ramps, crossings and/or other pertinent features, and WHEREAS, construction of this facility including rearranged city streets and other features will necessitate the transfer of jurisdiction from the CITY to the STATE of those rights of way, and WHEREAS, upon completion of construction of this facility it is necessary to describe the division of responsibility of the STATE and CITY in the ownership, maintenance and reconstruction of this roadway and other features, and provide for the transfer of rights accordingly. NOW THEREFORE, by virtue of Title 47.24.010 and 47.52.210, and pursuant to WAC 468-18-050, "Policy on the construction, improvement and maintaining of intersections of state highways and city streets", WAC 468-30-075, "Procedure for transfer of abandoned state highways to cities and towns" and in consideration of the terms, conditions, covenants and performance contained herein or attached and incorporated and made a part hereof, IT IS MUTUALLY AGREED AS FOLLOWS: I CITY RIGHT OF WAY The CITY agrees that the transfer of jurisdiction and/or ownership of all city rights of way needed for the construction of this facility shall be governed by R.C.W. 47.24.010 and/or R.C.W. 47.52.210. Prior to commencement of construction, the STATE will notify the CITY in writing that it will assume jurisdiction and relieve the CITY from all responsibility in the operation, mainte- nance and reconstruction thereon until construction is complete. II ABANDONED STATE HIGHWAY If a public highway which is or has been a part of the route of a state highway and is no longer necessary as such is to be certified to the CITY, it will be included in the plans marked Exhibit "A", attached hereto and by this reference made a part of this AGREEMENT. In those cases involving abandonment of a state highway, a joint maintenance inspection by representatives of the STATE and CITY shall be held prior to entering into this AGREEMENT and all agreed to deficiencies, if any, shall be enumerated in detail and included as part of Exhibit "A". Items of work, if any, which cannot be agreed to prior to executing this AGREEMENT, shall also be enumerated in detail and included as part of Exhibit "A". III COMPLETION INSPECTION Upon completion of construction of the facilities covered by this AGREEMENT, an inspection by representatives of the STA 1'h and CITY shall be made to determine that the requirements of this AGREEMENT have been fulfilled. The CITY, following satisfactory completion of the joint inspection, will provide the STATE a letter agreeing to accept the facilities covered by this AGREEMENT in their present condi- tion. IV TRANSFER OF JURISDICTION Subsequent to the completion of construction, opening to public use and receipt of the CITY's letter of acceptance, the STATE will notify the CITY in writing of its intent to transfer jurisdiction of these features as shown on the attached plans marked Exhibit "A". The CITY agrees to accept said abandoned highway, rearranged city streets, frontage roads, cul-de-sacs, and other features, including right of way, access control and other property rights, and to relieve the STATE from all responsibilities in the operation, maintenance, and reconstruction of these fea- tures. Exhibit "A" is colored, wherever applicable, as follows: Red indicates construction and rights of way to be conveyed to the CITY. CITY Blue indicates easements to be conveyed to the CITY. Yellow indicates non-operating properties to be conveyed to the CITY. These properties are considered necessary for the continued maintenance of the areas shown in red and/or blue color. Green indicates areas within the highway right of way to be maintained and reconstructed by the CITY. Except for snow and ice removal, maintenance and reconstruction of the separation structures shall be the responsibility of the STATE. Orange indicates access control and access rights to be con- veyed to the CITY. These rights may be maintained or disposed of by the CITY and any revenue resulting from said disposal shall be placed in the CITY's street fund and used exclusively for street purposes. Brown indicates access control and access rights to be con- veyed to the CITY. These rights shall be maintained by the CITY and will not be transferred, sold, abandoned, vacated, or otherwise altered or disposed of without prior written approval of the STATE, V CONVEYANCE Within six months following the notice to transfer jurisdic- tion, the STA FE will furnish the CITY a recordable conveyance of those features shown in red, blue, yellow, orange and/or brown color on the plans marked Exhibit "A". The conveyance will be recorded pursuant to R.C.W. 65.08.095. The forthcoming instrument will be subject to the following restrictions: (NO FEDERAL PARTICIPATION) It is understood and agreed that the above -referenced IN WITNESS WHEREOF the parties hereto have executed this By: Date: ATTEST: t� h i �v ��C e- 11 1 I -1111 .;, q srrr coirTRACT zrark.o7101,1 O: - �' 1, ✓� � DOT Form 224-087j Revised 4/931 property is transferred for road/street purposes only, and no other use shall be made of said property without obtaining prior written approval of the grantor. Rev- enues resulting from any vacation, sale, or rental of this property, or any portion thereof, shall be placed in the grantee's road/street fund and used exclusively for road/street purposes, except that the grantee may deduct the documented direct costs of any such vaca- tion, sale, or rental. (1~EDERAL PARTICIPATION) It is understood and agreed that the above -referenced property is transferred for road/street purposes only, and no other use shall be made of said property without the prior written approval of the grantor. It is also understood and agreed that the grantee, its successors or assigns, shall not revise either the right of way lines or the access control without prior written approval from the grantor, its successors or assigns. Revenues resulting from any vacation, sale, or rental of this property or any portion thereof, shall: (1) if the property is disposed of to a governmental entity for public use, be placed in the grantee's road/street fund and used exclusively for road/street purposes; or (2) if the property is disposed of other than as provided in (1) above, to be shared by the grantee and grantor, their successors or assigns in the same proportion as acqui- sition costs were shared, except that the grantee may deductthe supportable direct costs off any such vaca- tion, sale, or rental. VI LEGAL RELATIONS No liability shall attach to the STATE or CITY by reason of entering into this AGREEMENT except as expressly provided herein. AGREEMENT on the day and year first above written. STATE F WASHINGTON DEPARTMENT OF TRANSPORTATION By: District Administrator T LIMIT OF PLAN BEGINNING OF PLAN LW 11+26.67 P.O.T. AHD.= LN 1719+09.66 P.O.T. BK. MP 30.06 / SR 823 S 45+89.81 P.O.T. BK.= L 0+35.14 P.O.T.(26.12'RT.) AHD. SR 823 MP 0.68 \a \ ©lI 5E I/ NE 1/4 6 UIJ SEc epi 5M 1/ 88 '/ SEC. I 110 41 VII 31. 10 ,0511. END OF PLAN LW 97+61.63 P.O.T. BK.= L 97+60.10 P.O.T.(32'LT.) AHD. MP 31.70 NE '/ SM '1 SEC. 1 GP 39080-10 / \ x / SE 1/ SE '/ /;\ SEC. 1 / \ / \/ / NM / NN'/ \\ / SEC. 7 //\ / \ \\A \ "�' 1�' 50 '/, 5E '/ \_., NE '/ NE '/ •r SEC 1 if \ SEC. 12 / \ / N9 '/4 NE '/\ / \� % SEc. 12 \ose73)/ \ (5-0869) SE '1 SSI'/ SEC. 1 (s-oser2) AN&1( O22 2 GIAV/ t 1 ./ /8E /, \G"u'L'sU9(L'G�ACZI�C// 80'/\/ SEC. 12-_ ../ (s- 05665) s (s 05039) 5E '/, SECL 10 ( NSDOT ) BASIS OF BEARINGS 0110 DISTANCES 0ASHITIGTON COORDINATE 5951EN. SOUTH ZONE. NO 03/91 THE DISTANCES 5H06N ARE GROUND DISTANCES. TO OBTAIN THE GRIO DISTANCE. MULTIPLY THE GR00N0 0I51'.NCE 0Y THE CONIDINE0 GRIO FACTOR OF 0.939862207 (P;C C0'..Ew510111*Cl09 2618 • ME1EN5 NULIIPLIEO BY 12,39.1! SE 1/ 5E 1/ SEC 2 / \ BUNGLAND \ LAKE NW '/ 5E / SEC. 12 /\ // HOORTN FM ' sT Eml. OHTE63L©GM,.0C8 / GI' 39012-95 SM 1/ SN '/\/ 68 09485 53 SEC. 7 1110.38 RT 1 (5-05806) HARLAN / LANDING LAKE (5-05962) WASHINGTON$TATE [007017810 SYSTEN 50007 ZONE 880 03/91 NBVO 90 HE1E05 _ 0:E 6010 COII*605171 (NO0 0.404114444 .E4CE ELEN411011 Cl`I1.E65104 P*E101 . 0.33.'*;%53 03 (60911.61 E1E0,4 : 0.9'4_.__ ,PS 1N UJEN ,IcINO16 n1 E*SI; NO 11 I ELEY21U39 rcc0*. 1NELE 0-'444 (019012 8 14311! 5436 *99119.0221 I 349.146 •70"0 21.21' r 0.?c'�.i105605) ,�n12.q 143681 3429 0450. *220 144 511 O. OJ"5. 71 0902 1 1651?69 >3.r.Z.Ip 1453]9.595) *"9510 199! 1 333.011 I .00.30.41.:1 0.949'15011:49 LEGEND 0100(111 O'.NE*50IP *UP0ENS Pr OPENTT LINES 0 300 10330 SCAlE 19 1111 (9- ose-4 ) NN'/ 80 1/ //� \ SEC 12 / (5-05890) / So 1/ NN '/ \/ SEC 12 \ / \ / \\\r..\/ion y `\/ {r-o-vaai \ 5E'/ SE 1V4 / \ SEC. 12//' SN '/ 5E ''/\ , SEC. 12 /\ 1//:7 P 39012-8 LIMIT OF PLAN SR 12 STA. LL 170+70.00 P.O.T. SR 12 HP 202.32 VICINITY MAP AND TOTAL PARCEL DETAILS TOTAL LENGTH OF PROJECT = 1 611 MILES TB5-0037 0 UNION GAP SR 82 LIP 30.0G 30 MP 3: SCLAH GAP INTERCHANGE VIC. NORTH FIRST ST. INTERCHANGE. `3 YAKS IA COUNTY ViCw1Y HAP .19 90106 PAOAEL CELLS 925021000 5*68E 607.0016(111 10 100115PC111•i. OLYUPI*. ,,SI,.610N L_IS_•_./0000500 NAY 18.1956 ACH16 SIAtE 015:11 ENGINEER SIIEEL 1 07 13 .3 3 PLOTI $,1 TD 13N+ R.16E. 'I+I/i+ SR 12 18- MATCH LINE SHEET 6 S 89°39'00" E 10 _-- _S 83°55'00 2 3.29.30 P.C. LL 171+37.33 P.O.T.f 114.25'7].1 n -/ <uyyjuy`f=/4F![iL1GA4VLt/1V NW 1/4 SEI/4 SEC. 12 ry 10+ 5R 82 /V 31511161 SEE 51 12 FH011V0LE INIERCHA0GE 10 0. Fiolr Ge7EON SCPIEN0EN 5, 968 00 6 SNEE 15, LL LINE IR LINE SR 12 H2 5+10.00 P.I. Nr_ L [NE 99. SS. O, 2 • OVERCROSSING LR 179+72.04 P.O.T.= F2 14+93 09 P.O.T. OVERCROSSING LR 179+87 04 P.O.T.= ART 55+48.63 P.O.T. NI 1794+50 00 P 0 T = ART 55+69.45 115'LT1= F2 15+13.91 (30'LT). J2 11+10.97 (12'RT.I H2 6+79.33 P.T UNDERCROSSING= --- 81 1798+53.53 P.O.T. UY2 32+01.06 P O.T. TO 0!l 3..53 UN^1 li•IE _a__�__ LR I IML rIN.T',5� 185.00 *711011 GAP TC y OVERCROSSING -- Cr , F LR 180+14.04 T.= S J2 10+90.15 P.O.T.0. HORTH FIF21 T SYNE T RIVERCHAHOE NE I/4 5E1/4 , SEC. 12 T‘. 7. 0 Z X0'81 TO�5 LIMIT OF PLAN �y2 5R 12 LL 170+70000 P.O.T. ,R 12 MP 202,32 SW '/4 SE '/4 - SEC . 12 STORMVAIER TREATMENT AREA /NE (5-05856) UY2 36+73.91 P.C. 88°40 YU2 9+97.34 0.0.0.= NI 1798+64 07 P 0 T 9416.10 H0. r CURVE DAT P.I. STATION DELTA RADIUS IU2 12..5.'3 29' UY2 Li I.F .0 5 10.GO 35'00 (ARGENT LENGTH 33.60' 513.00' 543,66' 180.00 350.00' • (UTILITY EASEI..EN ••TEMPORARY CONSTRUCTION EASEMENT 7/ /- / / J[ 14 ill' I MOTEL J. _ill D S S• 90'9 1 1799+43 NI 1400,49.10 L/ 805. J7) YU2 14+58.56 P.0.1.87= YU 14+58.58 P 0 T.AHD YU2 13+11.06 P.T. (5-05845) 1.34 AC. LT. 1IEMAINDER R1, MOM M,TCH LINE SHEET 10 THIS PLAN SUPERSEDES 5HEE1 2 OF 6 SHEETS OF 5R 02, SCLAH JCT TO EAST YAAIMA AVE.. APPROVED APRIL 29. 1958 AND SHEET 6 OF 6 SHEETS OF 5R 12, FRUIIVALE INIERC114116E 10 N0. FIR51 ST INTERCHANGE. 0A1E0 SEPTEMBER 5, 1968. LEGEND ACCESS 10 OE PROHIBITED SHOO' THUS • 002 A2 •TOO SF/••015 Ad PROPERTY OWNERSHIP MUMMERS POOPTRIY 1.14E5 E ASH.1 0 50 100 SCALE 111 FEET ////////// ti: 70 .'l; II NI 1800.43 '---b-' i/ .;SEMEN1=- 0 000.15119_3 16100 X61. 111,' TEMPORARY CONSTRUCTION/ SE 1/4 SE IN 1301,00 /4 EASEI.'ENT SEC. 12 - 1TO 00 CITNELY INOUISN9ENT EXHIBIT "A" SHEET JA.! V A O V 3 7 L2A NA Hi HIT 91 ( ♦,I.�c.11. 0•LI ,1IN110000 "'R NI IM.:-00;.ot., • L1. o SR 82 (5-05944) MP 30.05 TO 1' 31.70 SEL q14 GAP INTERCHANGE '•'IC. TO NORTH FIRST ST. li-ITERCHAI 'GE VIC 1,71 16 COUNTY P16111 OF HAT 11.0 610110 ACCE55 00..,01_ YYEA.H FULL 6 PARTIAL CONTROL STATION LL 110.10.00 TO 51AT1011 01801,03 MAS0NGT09 STATE DEPARTMENT GF 1711. 21110110`1 L OLYMPIA, MASI...IC.0H APPROVED MA I' 1994 T- ACT. _4i]JIG 5141E DESIGN ENGI'.EER STEEL 9 01 13 -I (5- ososs) MATCH LINE SHEET 9 (5-0585)) u APT ©Oi U © V Q LI UO U V U A . 0.03 ACRE SLOPE ANO UTILITY EA5E"EN0 0.06 ACRE DRAINAGE +45+0+111 10 1805+61.66 P.0.T.= 0+00 00 P.O.T. Rus. 50` 52' 0 [013H R+18E0 til0['4+ TLMPORAIIY COTISTRUCTIOX EASEMENT BE 14.51.60 161001.13T'LTI (5-05845 OE 14•a1.40- NII'01 00 13051.-1,} i3 RI 1001 •I ).`059 9EIa.5TLUrl .60gNII, 10'ORAINA6EE�LOPE Y ANOViltliv +45+41+~11 10' DRAINAGE +45+11+111 FOR TRANSFER TO CITY NI 1801.0-6'-40 TT L/A OPE 0T 1Y11010+SENENT FOR TRANSFER NI 1800.15 1004.44 t as 1) li `OR CI TT 001INOUISNVENT- 0 (5-05846) R LINE UeAItY CUNSTNUCTION A51EMEtIT NI 11Cr:! To ciiY eEw•591100'RTj- BE1M1•58 RE14.1T 57 (5-0504) SOF 60 9E 1).A756NOT RTI 0' m �UE 14.47 57 7 OE13.6T.5T BE 13.47 57 10 I • 511. R 16.52 04 0 89. 41'19-E i NI 1806.11 R 13+55.79 P.O.T.= BE 10+00 P.O.T. SE I/4 SE I/4 SEC. 12 % ! R 16.51.99 E SII1ET 9 L 1,3.1 .151110=C .70 AC. BUJ AC. 915 AC. • 0.15 AC. TOTAL AREA 00NERSH I PS 11. RE+AINOER RT EA5N1 LEGEND 1CCESS 10 BE PROHIBITED SHORN THUS PROPERTY 0611ER5NIP Nu✓BENS PROPERTY LINES 0 50 100 SCALE IN FEET //iii/iii/ ) EXHIBIT "A" SHEET2 ..».....» OF._....»...? TB5-0037 14107 11000, u.: la. X160. ee.. L151a.t I= 1.355..ae•.fR..•Su�an51,111101..001ovr160L'11..f5., 0E1.30,51a I� I I 3 PARK DDITIONI TO NORTH YAKIMA (NOW I YAKIMA) I it li I 110. 0 H0. 110. SM. GOV'T LOT4 7 SEC. 7 4' c SR 82 MP 30.06 TO i.1' 3130 SELAH GAP INTERCHANGE VIC. TO NORTH FIRST ST.INTERCHAI:,,E VIC. YAXI510 COIJ1ITY RGNT OF TAT A1:0 1010E0 ACCESS CCM. :L 01011 FULL A PARTIAL CONTROL 51401011 811001.00 TO 61+01011 10 .06.11 MA.11NGi0N STATE 01PAR0MENT 0E TRANS. 101+TI0.10 OLYMPIA, NA51103T010 OX ,tI • ApPRONE0 N 10,1396 f51011 1 . E1151vEER 511EET 10 A F 13 511E+1 f, l 1 0_ 0.15'(D SHLD. SECTION 71 81 1794+71 TO 51 1796+96 1 S�°'oe` ••S20 RpTFCr2 qHO WALL *10 (STA. NI 1794+50 TO STA. 1794+71 ONLY/ SEE SHEETS W9 AND W17 FOR DETAILS RAISED TRAFFIC ISLAND J 0.25 0 0.85' MIN. SAW CUT EXIST. -PAVLMEN1 PLANE DOWN TO CEMENT CONC. PAVEMENT. THE DEPTH WILL VARY FROM 0.25' TO 0 35' PAVE BACK THE SAME DEPTH AS REMOVED, HOWEVER THE MAX. DEPTH PER PAVEMENT LIFT IS 0 25'. FROM STA. 111 1794+50 TO STA NI 1796+14, PLANE AND PAVE 0 20' (D0.15' SUBJECT TO REVISION 00.25' 8' SAW CUT EXIST. PAVEMENT MIN 6 IW 1 SHLD. SECTION 27 1 NI 1794+61 TO NI 1796+96 8' i M I ry * 12' 12' 12' 6 12 s 12 PROF! E GRAD & I 6' MATCH SLOPE LT I MATCH EXISTING MATCH SLOPE LT. MATCH SLOPE LT PRECAST CONC. BARRIER PROFILE GRADE & /TYPE 4 ITYP.) ,/ I X`� MATCH EXISTING MATCH _ EXISTING 1 MATCH MATCH EXISTING , EXISTING PIVOT /PIVOT MATCH POINT MATCH EXISTING EXIST. PAVEMENT & SURFACING ' I - =-.=.-.-= y == t C =-=- 11 q�\� I N1 ^ 047 I r I I o, r c -- RIB SRO. SECTION UI 61 1798+60 TO NI 1799+101 IN. SAW CUT EXIST. / PAVEMENI M STA. N1 1794+50.00 N1 1795+36.33 NI 1796+26.33 NI 1796+54.40 ROADWAY SECTION T TO STA. N1 1795*36.33 NI 1796*26.33 N1 1796+54.40 81 1796+96 00 N 12' 12'-18' 0' 0' 0' 30' 30' 8' 0' 30'-42' 30' -8' 0' 24' 30'-30.5' 12 24' 30.5'-31' 1.3'-13.2' 12' 12' ' 12' t tt 12' SAW CUT EXIST. / PAVEMLN4 12' oQF" o� QF, S�.o WALL .9 (STA. N1 1794+50 70 STA. 1794+81 ONLY) SEE SHEETS 58 AND 517 FOR DETAILS LEGEND Q ROADWAY O ASPHALT O3 CRUSHED 0 PLANING g CITY OF C) EMBANKMENT EXCAVATION [NCL. HAUL CONC. PAVEMENT CL. A SURFACING BASE COURSE BITUMINOUS PAVEMENT YAKIMA CEMENT CONC. CURB COMPACTION & GUTTER \ r MATCH EXISTING MATCH EXISTING PROF! E GRAD & MATCH SLOPE LT. MATCH SLOPE LT I MATCH EXISTING 'IVOT POINT MATCH EXISTING MATCH EXISTING EXIST. CEMENT CONC. PAVEMENT & SURFACING II E3IBIE�i 0.15 0.25 SAW CUT EXIST SIDEWALK STA. N1 1796+96.00 NI 1797+16 02 NI 1797+20 77 NI 1797+76.00 N1 1798+00.00 NI 1798+57.00 MIN. TO STA. NI NI NI N1 NI N1 1797.16.02 1797+20.77 1797+76 00 1798+00.00 1798+57.00 1799+43.00 VARIES • t 13.2'-23' 0'-1.13' 23'-8' 1.13'-1.40' 8' 1.40'-4 53' 8' 4 53'-5 9D' 8'-2' 5.90'-9.30' 2' 9 30'-14.00' ROADWAY SECTION U 6 -6.33' 6.33'-6 41' 6.41'-7.31' 7.31'-7.69' 7.69'-8.66' 8.66'-10' fit 6'-6 49' 6 49'-6 60' 6.60'-7.94' 7.94'-8 52 8.52 -9 98' 9 98 -12 12' 12' 12 12 -11.04' 11.04 -8 76' 8.76 -5 32' 5 0.60 1.11 N. 8' 24'-24 25' 8' 24 25 -24.31 8' 24.31'-25' 8'-7 52 25' 7 52'-6.38' 25 -26' 6 38'-4 66' 26' 0.25'0 31'-31.25' 31.25'-31 31 31.31' -32' 32 32' -33' 33' -34' 0.20' 0.5 ITYP.) 6 0.85' MIN SHLO. SECTION VI NI 1799+03 TO 51 1799+43 + EXISTING PAVEMENT I5 ASPHALT CONC. PAVEMENT FROM STA. NI 1794.50 TO NI 1796.14, AND CEMENT CONC PAVEMENT FROM STA. N1 1796*14 TO NI 1796*96 STATE FED.A1D PROJ.NO. DESIGNED BY 8. SHEFFIELD ENTERED BY BRIAN BORLEY 10 WASH CHECKED BY STEVE ROARK PROJ. ENGR. E. BJORGE .000 DIST. AOM. R.L. LARSON DATE DATE REVISION BY PROGRAM DEVELOPMENT DIVISION Woshinoton Stote Deportment of Tronsportotlon TB5" 0037 R12 ROADWAY SECTIONS DOT IOP+221.oli nr.is..t I>/9J 0/n7/96 n:dgro,cc Jsdrevicr01>ORSr ,,M^ ssUSFRNAM.Js 6 8' 12' SAW CUT EXIST. PAVEMENT SAW CUT EXIST. ,//'PAVEMENT 12' 12' 2' 10' 12' 12' =117 alt= y 11=ll Li=II= ®0.20' © 0.20' © SHLD. SECTION W3 STA. NI 1805+10 TO N1 1806+14 1' STA. NI 1799+93 00 Ni 1800+43.00 TO EXIST. CEMENT CONC PAVEMENT & SURFACING \VAR IES 2 4 ROADWAY SECTION V STA. NI 1800+43.00 NI 1800+76 00 13'-0' 5 32'-1.32' 4.66'-2.66' 26' 0' 1.32'-0' 2.66'-2.00' 26' ^` PLANE DOWN TO CEMENT CONC. PAVEMENT THE DEPTH WILL VARY FROM 0.25' TO 0 35'. PAVE BACK THE SAME DEPTH AS REMOVED. HOWEVER THE MAX. DEPTH PER PAVEMENT LIFT I5 0.25'. SAW CUT EXIST. / PAVEMENT 39' 34' SUBJECT TO REVISION -- I W.N1Ei660N16 TU NI 1801+02 5.5 - MATCH SLOPE RT. MATCH SLOPE RT. MATCH EXISTING MATCH EXISTING MATCH I EXISTING PROFILE GRADE & MATCH EXISTING S PIVOT POINT MATCH EXISTING =117 alt= y 11=ll Li=II= ®0.20' © 0.20' © SHLD. SECTION W3 STA. NI 1805+10 TO N1 1806+14 1' STA. NI 1799+93 00 Ni 1800+43.00 TO EXIST. CEMENT CONC PAVEMENT & SURFACING \VAR IES 2 4 ROADWAY SECTION V STA. NI 1800+43.00 NI 1800+76 00 13'-0' 5 32'-1.32' 4.66'-2.66' 26' 0' 1.32'-0' 2.66'-2.00' 26' ^` PLANE DOWN TO CEMENT CONC. PAVEMENT THE DEPTH WILL VARY FROM 0.25' TO 0 35'. PAVE BACK THE SAME DEPTH AS REMOVED. HOWEVER THE MAX. DEPTH PER PAVEMENT LIFT I5 0.25'. SAW CUT EXIST. / PAVEMENT 39' 34' SUBJECT TO REVISION -- I W.N1Ei660N16 TU NI 1801+02 5.5 - / 12' 12' 2'' 10' 12' 12' 2' 5.5' 8' MATCH SLOPE RT. MATCH EXISTING MATCH EXISTINGEXISTING I I MATIN PROFILE GRADE & MATCH EXISTING PIVOT POINT MATCH EXISTING +1=11=1-. ICII-Lhw IWlr1G1I=i1=1t=Irn=ePTIE 01'=11111 _ IG1=11�IFI�I�• 0 0.33' 8 00.17' PLANTING AREA 6'1 04,01 11=11=LmviI.-t=n--nes--t- 141Li!g00+761 TO NI 1801+63 0.60 MIN 0.250 0.200 0.15 0 0. 5 0. 85'0 MIN 0 0 0.20 0 STA EXISTING CEMENT CONC PAVEMENT & SURFACING 00 ROADWAY SECTION W N1 1800+76 00 N1 1802+75 00 NI 1804+55 00 TO STA. NI 1802+75 00 8 NI 1804+55 00 8'-22 NI 1806+14 00 VARIES 12' 12'-0' 0' N11fIf99+43I TO NI 1800+12 LEGEND O ROADWAY EXCAVATION INCL. HAUL ® ASPHALT CONC. PAVEMENT CL. A 03 CRUSHED SURFACING BASE COURSE O PLANING BITUMINOUS PAVEMENT O5 CITY OF YAKIMA CEMENT CONC. CURB & GUTTER ® CITY OF YAKIMA CEMENT CONC. SIDEWALK 11 EMBANKMENT COMPACTION STATE FED.AID PROJ.NO. DESIGNED BY B. SHEFFIELD ENTERED BY BRIAN BORLEY 10 WASH CHECKED BY STEVE ROARK PROJ. ENGR. E. BJORGE JD8 WW1. DIST. ADH. R.L. LARSON I DATE DATE 1 REV15I011 BY PROGRAM DEVELOPMENT DIVISION Washington State Deportment of Transportation T B 5 m 0037 R13 ROADWAY SECTIONS s...c �G DoT lav RI-OIl Perlsrd 12/•1 DT/11/9b n:<orolccl.arov icS.l.5111NA1, as 1711/7 Washington State �I/ Department of Transportation Sid Morrison Secretary of Transportation Mr. Fred French City Engineer City of Yakima 129 North 2nd Street Yakima, WA 99801 SR 82 - Selah Gap Interchange to North 1st Street Interchange Turnback Agreement TB5-0037 Dear Mr. French: District 5 2809 Rudkin Road, Union Gap P 0 Box 12560 Yakima, WA 98909-2560 (509) 575-2510 April 2, 1997 We are submitting to you, for review and execution by the Yakima City Council, two copies of the revised turnback agreement TB5-0037 The revised agreement makes the previous agreement null and void. Please return the agreements to be voided. Exhibit 'A' sheet 3 of 3 has been deleted from the agreement. The parcel involved (5-05864) will be covered in a railroad utility agreement along with parcel 5-05866. Reference agreement GCA0605 concerning transfer of these two parcels. This agreement transfers to the City of Yakima certain rights of way as shown in the attached exhibits. Please present agreement TB5-0037 to the City Council, obtain the appropriate signatures on both copies and return to me. Upon execution of the agreement by DOT representatives, we will return the City's copy for your files. If you have any questions, please contact Brian Hunter at 575-2564. Sincerely, Richard L. Larson, P -E Regional Adminirator By• Will am B Linse, P.E. TransAid Engineer RLL WBL/bkh Attachments. cc: Dave Sagare - Region Real Estate Services file MAI 1-9 (TB 5 -003 7) ITEM TITLE: SUBMITTED BY: BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. aZ For Meeting of April 15, 1997 State Relinquishment Agreement for North First Street et al. Department of Community and Economic Development Engineering Division CONTACT PERSON/TELEPHONE: Fred French, City Engineer / 575-6096 SUMMARY EXPLANATION: The Washington State Department of Transportation project for the improvement of the North First Street Interchange includes construction and reconstruction of certain streets in the City of Yakima. This Agreement grants permission to the state to work on those portions of the city streets necessary for their project and provides for the relinquishment back to the city when they are done. We will inspect the work prior to the state turning the property back to the city. The turn back portion of the agreement also includes the property acquired by the state for the new streets to provide access to the existing Safeway and Bekins sites adjacent to the SR 12 right-of-way. Resolution X Ordinance _Contract Other (Specify) Agreement Funding Source Washington Sta epartri ent ransportation APPROVED FOR SUBMITTAL. `/ rD < `y Maaiager STAFF RECOMMENDATION: Adopt the attached resolution authorizing the City Manager and City Clerk to sign the turn back agreement for portions of North First Street, R Street and North Second Street. BOARD/COMMISSION RECOMMENDATION: COUNCIL ACTION: Resolution adopted. RESOLUTION NO. R-97-61 April8, 1997