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13-144.00 WSDOT Haul Rd Detour Agreement SR27 32nd to SR 290W ,-m F11 MI State wI/ - WR of pit Local Agency Organization and Address Ms. Inga Note, Senior Traffic Engineer, Haul Road /Detour City of Spokane Valley Agreement 11707 E. Sprague, Suite 106 Spokane Valley, WA 99206 Agreement Number Section / Location SR 27 HR6 -0358 State Route Number Control Section Number SR 27 323008 32nd Ave to Jct SR 290 - Paving Region Description of Roads or Streets Eastern Region SR 27 traffic NB & SB detour using E. Indiana, Evergreen and E Mission Ave. Intended Use (Haul Road or Detour Road) Detour I -90 traffic EB to SR 27 will exit at Evergreen VC, I -90 traffic WB to SR 27 will exit at Evergreen UC Vehicle Restrictions Subject to posted restrictionsts St THIS AGREEMENT, made and entered into this 2/ .` day of , , a913 , between the STATE OF WASHINGTON, Department of Transportation, acting by and through the Secretary of Transportation, (hereinafter the "STATE ") and the above named organization, (hereinafter the "LOCAL AGENCY "). WHEREAS, the STATE is planning the construction or improvement of a section of state highway as shown above, and WHEREAS, in the construction of the project it is planned to use, for the purpose noted above, those LOCAL AGENCY roads or streets described above and as further detailed in red on the attached Exhibit "A ", and WHEREAS, it is anticipated that as a result of the use of these roads or streets, additional maintenance expense may be incurred by the LOCAL AGENCY. NOW THEREFORE, IT IS MUTUALLY AGREED AS FOLLOWS: The LOCAL AGENCY hereby agrees to the STATE's use of the roads or streets covered by this AGREEMENT subject to the conditions contained herein. Immediately prior to the beginning of the STATE's use of the above described roads or streets, the parties to this AGREEMENT shall make a joint condition inspection and the STATE shall prepare a memorandum record of the condition of said roads or streets. The memorandum record shall include a statement of the extent and frequency of routine maintenance operations normally carried out by the LOCAL AGENCY on said roads or streets and may include photographs showing condition of the existing roadway. III The STATE agrees to reimburse the LOCAL AGENCY for the cost of additional routine maintenance and repairs, operations in excess of those enumerated in the record made under the provisions of Section II, made necessary by the STATE's project. The reimbursement for such additional routine maintenance and repairs shall be limited to the actual cost of such operations supported by proper records. Such costs are to be exclusive of all administrative and overhead costs and all charges for small tools. DOT Form 224 -014 EF Revised 10/2001 fi,Vl Upon completion of use of the roads or streets covered by this AGREEMENT, a joint inspection shall be made by the parties to determine the condition of said roads or streets. All maintenance and /or repairs shall be based upon the conditions of these roads or streets at the time of this completion inspection, taking into account the memorandum record made under Section Il. V It is expressly understood that the STATE shall be responsible only for that extra maintenance and repairs of the LOCAL AGENCY's roads or streets occasioned by the project use. In the event of a dispute over the terms of this AGREEMENT and /or the extent of maintenance or repair work required to be performed, the dispute shall be submitted to the Secretary of Transportation for determination. In determining this responsibility the Secretary shall give consideration to the memorandum record provided for in Section II. The conclusions of the Secretary as to the extent and amount of such maintenance shall be final and conclusive as to all parties to this AGREEMENT. VI The LOCAL AGENCY agrees not to restrict below legal limits the size, weight, or speed of vehicles using the roads or streets covered by this AGREEMENT except as stated above under Vehicle Restrictions. (;TD 13- lay 1 VII No liability shall attach to the STATE or the LOCAL AGENCY by reason of entering into this AGREEMENT except as expressly provided herein. IN WITNESS WHEREOF, the parties hereto have executed this AGREEMENT as of the day and year first above written. LOCAL AGENCY By 1 Title XC'tVL4) r- w Ao.acfar- t l Q // I3 0y— '/- f DOT Form 224 -014 EF Revised 10/2001 =1101 JUU61 I I •_� Title Acting Eastern Region Administrator Date 0�& /Z3 Z-4 Lli l01.1w At UA0130 Hoe 1133SO10 OVOU DETOUR -4- /8' ..SV ..06 M4-9L Y a � It Ave. 4 r � is i.- Montgomery 1 -90 A011 W 480 ROAD 30" CLOSED R11 -2 Approve Chad Simonson, P.E. Project Engineer FILE NAME GALocation_; TIME 11:25:53 AM DATE 8/21/2013 PLOTTED BY ThomasD DESIGNED BY tl C Z ENTERED BY W CHECKED BY C O � PROJ. ENGR. REGIONAL ADM. N to REVISION iY 48" TOUR 18" � M4 -10R C N DATE Mission AVe- DETOUR SIGNING NOT TO SCALE FED.AID PROJ.NO. 10 WAS JOB NUMBER CONTRACT NO. LOCATION NO. DATE iOx Box ROAD CLOSED AHEAD 48" W20 -3 C PINES ROAD 6B P 48 in BLACK ON ORANGE D3 -201 SPECIAL A2 USE D3 -201 WITH ALL DETOUR SIGNS EXCEPT AT CLOSURE AT PINES WAV Washington State Department of Transportation 60" qt DETOUR N M4�9L on ca 90 t0 so co $ a W J a tl C Z Z * W J C ca Z C O � rn o '° Q C3 N G Z X ca VJ Z d. Go J O in '% G ul PCMS #2 1 2 SR 27 USE SOUTH EXIT CLOSED 291A 1.5 SEC 1.5 SEC FIELD LOCATE IN ADVANCE OF EVERGREEN OFFRAMP. U \` a n i- 90 t0 $ a ® O CD Z Q ca LU b ®♦ a co d COD p ca VJ Z at p P Q O- Z V M '% G 00 F- t11 yz =; NOTES: ALL SIGNS ARE BLACK ON ORANGE. LEGEND Type 3 Barricade b Construction Signs. Class B PCMS Portable Changeable Message Sign SR 27 PLAN REF NO 32ND AVE TO JCT SR 290 - PAVING SHEET OF Traffic Control Plan SHEETS SIGN SPACING = X (1) RURAL ROADS 45 155 MPH 500'± RURAL ROADS & URBAN ARTERIALS 35 /40 MPH 359± RURAL ROADS & URBAN ARTERIALS 25 130 MPH 200'± (2) RESIDENTAL & BUSINESS DISTREICTS URBAN STREETS 25 MPH OR LESS 100'± (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. PCMS 1 2 ROAD CLOSED AHEAD DETOUR RIGHT LANE 1.5 SEC 1.5 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. - - - - - - - - - - - SR 27 - - - 80 35145 30 60 25/30 20 40 Appro �d: '` Date: K TEMPORARY SIGN LOCATION Chad Simonson, P.E. ® CHANNELIZING DEVICES Project Engineer p� SEQUENTIAL ARROW SIGN n X X NOTES: X X L t'n ALL SIGNS ARE BLACK ON ORANGE. FILE NAME G:1Locatlon_2012XXL4170 SR27_32nd Ave to Jet SR290 - PavinglCADDI_ PSE_ SHTSW70- WZTCPlan1XL4170_PS_TCP.dgn .E.STAMP BOX GATE P STAMP BOX BarE P.L. yWashington State Department Of Transportation SR 27 32ND AVE TO JCT SR 290 - PAVING Plot 22 TIME 11:25:54 AM REOION STATE FED.AID PROJ.NO. PLAN REF NO DATE 812112013 c O WAS PLOTTED BY ThomasD DESIGNED BY JOB NUMBER .N SHEET OF SHEETS ENTERED BY 48" 48" CHECKED BY CONTRACT NO. ROAD PROJ. ENGR. LEFT LANE Traffic Control Purl REGIONAL ADM. CLOSED DATE BY CLOSED AHEAD AHEAD 48" 48" 48" 48" W2 -3 DETOUR W20 -51. AHEAD i 4 8" 48" W4 -2R W20 -2 Yr MINIMUM TAPER LENGTH = L (feet) LANE Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 - - - - 11 115 165 225 291 491 550 - - - - 12 125 180 245 320 540 600 - ca 00 0 v O c co 00 0 M rl wrr�» CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 50 40 80 35145 30 60 25/30 20 40 W20 -2 L X X X X N a N a a SR 27 13 —91 ® ®R ®® Q N C 16 'B e PCMS 1 2 ROAD CLOSED AHEAD DETOUR LEFT LANE 1.5 SEC 1.5 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. LEGEND Appro �d: '` Date: K TEMPORARY SIGN LOCATION Chad Simonson, P.E. ® CHANNELIZING DEVICES Project Engineer p� SEQUENTIAL ARROW SIGN SR 7 ROAD CLOSURE NOTES: PCMS PORTABLE CHANGEABLE MESSAGE SIGN ALL SIGNS ARE BLACK ON ORANGE. FILE NAME G:1Locatlon_2012XXL4170 SR27_32nd Ave to Jet SR290 - PavinglCADDI_ PSE_ SHTSW70- WZTCPlan1XL4170_PS_TCP.dgn .E.STAMP BOX GATE P STAMP BOX BarE P.L. yWashington State Department Of Transportation SR 27 32ND AVE TO JCT SR 290 - PAVING Plot 22 TIME 11:25:54 AM REOION STATE FED.AID PROJ.NO. PLAN REF NO DATE 812112013 10 WAS PLOTTED BY ThomasD DESIGNED BY JOB NUMBER SHEET OF SHEETS ENTERED BY CHECKED BY CONTRACT NO. LOCATION NO, PROJ. ENGR. Traffic Control Purl REGIONAL ADM. REVISION DATE BY