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HomeMy WebLinkAboutWWP273812 (8)6 co?, North, Range 5 East of the Willamette Meridian, City of Renton, King County, Washington, lying within the following described tract of land: Beginning at a point opposite Highway Engineering Station (hereinafter referred to as HES) SRV 11+04.84 on the SRV line survey of SR 405, SR 515 Vic. to S. 6th St. Vic. and 30 feet Southerly therefrom; thence Southerly to a point opposite HES SRV 11+05.04 on said line survey and 69.76 feet Southerly therefrom, said point being on the Southerly boundary of that property acquired by said Recording No. 20151231000385; thence Northeasterly along said Southerly boundary to point opposite HES SRV 11+24.98 on said line survey and 57.05 feet Southerly therefrom; thence Northerly to a point opposite HES SRV 11+24.84 on said line survey and 30 Southerly therefrom; thence Westerly parallel with said line survey to the point of beginning. The Grantee herein, including successors or assigns, shall have no right of ingress and egress to, from or between SR 405 and the lands herein described, nor shall the Grantee herein, its successors or assigns, be entitled to compensation for any loss of access, light, view and/or air occasioned by the location, construction, reconstruction, maintenance or operation of said highway. The specific details concerning all of which may be found on sheet 2 of 9 sheets of that certain plan entitled SR 405, SR 515 Vic. to S. 6th St. Vic., now of record and on file in the Office of the Secretary of Transportation at Olympia, Washington, bearing date of approval May 24, 2007, revised October 20, 2016. Subject to all existing encumbrances, including easements, restrictions and reservations, if any. Grantee, its successors or assigns, agrees to and shall maintain the property in good, sanitary and safe repair. Grantee, its successors or assigns, agrees to and shall repair damages to the road approach and/or driveway caused by or arising out of its use thereof. Grantee, its successors or assigns, hereby agrees not to interfere with Grantor's use of its land as provided herein. RES 413 Page 2 of 5 Pages I.C. # 1- 17-14 776 1/2017 I . .. tn COP, Should this non-exclusive Easement cease to be used for the above described purposes this non-exclusive Easement shall automatically terminate and all rights shall revert to Grantor. Upon such termination, Grantee, its successors or assigns, agrees to execute a Release of Easement releasing all rights granted herein immediately upon Grantor's written notice. The Grantee herein, on behalf of itself and its successors or assigns, as part consideration made herein, waives and/or releases Grantor from any past, present, or future claims for damages directly or indirectly caused by highway drainage or runoff, and further Grantee, its successors or assigns, shall have no right of compensation for damages to the property herein conveyed caused directly or indirectly by highway drainage or runoff. The Grantee, its successors or assigns, will shall protect, save, and hold harmless the Grantor, its agents and employees, from all claims, actions, costs, damages (both to persons and/or property), or expenses of any nature whatsoever by reason of the acts or omissions of the Grantee, its agents, contractors, licensees, invitees, employees, or any person whomsoever arising out of or in connection with any acts or activities related to this Easement. The Grantee, its successors or assigns, further agrees to defend the Grantor, its agents or employees in any litigation, including payment of any judgments, costs or attorney's fees, for any claims or action commenced arising out of or in connection with acts or activities related to this Easement. This obligation shall not include such claims, costs, damages (both to persons and/or property), or expenses which may be caused by the sole negligence of the Grantor or its agents and/or employees; provided that, if the claims or damages are caused by or result from the concurrent negligence of (a) the Grantor, its agents or employees and (b) the Grantee, its agents, contractors, licensees, invitees, employees, and/or any other person, or involves those actions covered by RCW 4.24.115, this indemnity provision shall be valid and enforceable only to the extent of the negligence of the Grantee or Grantee's agents, contractors, licensees, invitees, employees and/or any other person. The Grantee, on behalf of itself and its successors or assigns, as part consideration made herein, does hereby agree to comply with all civil rights and anti -discrimination requirements of chapter 49 60 RCW as to the lands herein conveyed. The lands herein described are not required exclusively for state highway purposes and are conveyed pursuant to the provisions of RCW 47.12.080. RES 413 Page 3 of 5 Pages I.C. # 1-17-14776 1 /2017 Dated at Olympia, Washington, this V_h day of \_Jto e- , 2017. STATE OF WASHINGTON, DEPARTMENT OF TRANSPORTATION -GRANTOR Roger Mil , PE, AICP Secretary of Transportation APPROVED AS TO FORM: By: �[x8At.'. k - V .tr-' flp Assistant Attorney Gene al Title: �( "�&.1y'✓,y, RES 413 Page 4 of 5 Pages I.C. # 1-17-14776 1/2017 STATE OF WASHINGTON ) ): ss County of Thurston On this f�-11� day of Ja 11C , 2017, before me personally appeared Roger Millar, known to me as the Secretary of Transportation, State of Washington, Department of Transportation, and executed the foregoing instrument, acknowledging said instrument to be the free and voluntary act and deed of the State of Washington, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. Given under my hand and official seal the day and year last above written. J�gA Wj' 0 Y'�c�S10N NOTARY ,m --.>o<— PUBUC y� 7-16-19 �A(5 �f1�i�F WASN�� Notary (print name) (S w wr ((Gt S Notary Public in and for the State of Washington, residing at Olympia My Appointment Expires -?-f V RES 413 Page 5 of 5 Pages I.C. # 1-17-14776 1/2017 ]\uSerS\Willimp\DW_w5001\dm541778\405-4 .;1GRT OF WAY AND TEMPORARY CCNSTRUCTION EASEMENT TABLE POINT NO. STATION OFFSET 1 SRV 10+67 30.00' LT. 2 SRV 10+67 35.00' LT. 3 SRV 11+95.13 38.30' LT. 4 SRV 12+69.07 56.86' LT. 5 SRV 13+60.27 90.72' LT. 6 BS 422.37.53 82.51' LT. 7 1 BS 422+80.62 66.50' LT. 8 BS 422+80.62 59.74' LT. 9 SRV 10+67 40.00' LT. 10 SRV 11+94.45 43.29' LT. 11 SRV 12+67.59 61.64' LT. 12 SRV 13+58.74 95.48' LT. 13 BS 422+41.55 86.35' Lr. 14 BS 422+80.62 71.83' LT. 0 UTILITY EASEMENT POINT NO STATION OFFSET 1 SRV 13+04 47 7V LT. 2 SRV 11+96.73 70'LT. 3 SRV 13+65.20 118.89' LT. 4 SRV 13+64.07 91.76'LT. EXISTING 25' CITY DRAINAGE EASEMENT POINT N0. STATION OFFSET 1 SRV 12+24.27 45.62'LT, 2 SRV 13+07.15 71' LT. 3 BS 422+0076 96.59'LT. 4 BS 422+32.43 98.08' LT. 5 BS 422+59.56 74.33' LT. 6 BS 421+76.96 70.45'LT. 16'S0O LT. 1920+ ]522.75" 2574.79" 1 O 2 3 N O 1• O 5 ` O ♦f O M O oO F 1ID1 [E Ll V LJ OO LJ V N E 1/4 N E 1/4 SE 1/4 NE 1/4 SEC. 19 / \ f SEC. 19 © gs 4z eS 42 sA rC 4.00 E f Slit Nf COMM. ` ��� U 0lF�E: NO. 9 f T BLDG. �! Cp0 7ROL CORr - ! TEMPORARY ` CONSTRUCTION / ` EASEMENT / UTILITY EASEMENT Q FOR TRANSFER TO \ ry PUGET SOUND ENERGY ' p 1 10 - _f-- � 5 _ FOR R'W AND UA WESTERLY SEE SR 405 _ SR 181 VIC. TO SR 167 VIC., •- _ f--. �� - '• __ '` SHEET 12 OF 16 SHEETS. APPROVED AND ADOPTED' 3 SEPTEMBER 16, 2005 ' 6 -_ '�- --/ S. `1 4 / _ -04z5 A LINE RV 7 Cc 6 '- 348-64.37 ,9A A6 / __- _- --_ _ _ ``- N 8l 9 r �' comm - _, (23250'LT) P' V. •G --- 2 - .4q' - - ' �- ' - to Dj BLDG. ' _ -- B / SRV 11+7223 _ 1/ f - (3('RT.) 10 ♦_--`.-, ;.- _ (15.29'Lr.) P' bq5\' 1-23846 \ \ t \►,\ S,ON- \\ 12 530 IRT.) 352+86.63 NORTHEASTERLY R/W LINE ♦ 345.43.84 % STORMWATER Z BONNEVILLE POWER ADMINISTRATION \♦ 1100 LT.) / -TREATMENT \���� \ __ _z' \\ 53' -c ♦ e=a •29 59"• 346.93: 1-19634 AREA \ L;19L. 350.81.04 \R,.IT80'- ING 350' WIDE BPA MISSION EASEMENT T0� U OI UTIUTY EASEMENT • CALCULATED AREA #: TEMPORARY CONSTRUCTION EASEMENT § EXTINGUISH PARKING EASEMENT '-- LQ'I.0835 (IDO9TLT) 3.=292. 15 • II00.84 LT.) . - - _ - 348-44.26 \f - \ _' -- --------- ♦1_ __.. .... .. .. _B.LO".. L-224_..31".. (130.84 LT.I _ _ _ _ ♦ -.-_R=I ♦ \ \ \ ♦ ------------ \ \ ~ ♦♦ 346+87.43 P.C. \\ \\ N 80.49 09 ♦♦ \\ E ♦ ,\ SR 405 350 _ 4 \\ '^ 'L„ LINE SEE SHEET NO. 3 _s_' BONNEVILLE POWER ADMINISTRAT COVINGTON-SEATTLE NO. 1 BEGINNING OF PLAN BONNEVILLE POWER ADMIN COVINGTON-SEATTLE NO. STA. 345+00 P.O.T. MP 2.66 1-23847 TRITON TOWERS ACQUISITION 837,744 § PARTNERS, LLC 1-23846 RENTON PROPERTIES. LLC 1 86,573 1 63.192 1 23.381 1 1, CITY OF RENTON SRV 12+24.27 LT. TO BS 422+59.56 LT. Y I-GV4[� BAY, LLC_ .. .-__._.. 1-19634 THE PLAZA AT YARROW BAY, LLC LRCEL NO. NAME TOTAL AREA IS FROM ASSESSOR'S ♦ 610.125 12.686 1 597.439 "" BS 423+95 LT. 0-* 4L 2.038 ♦ 325.750 ACCESS ONLY TOTAL AREA R!W I LT. REMAINDER RT. EASw T CENTERLINE OF APPROACH STATION TYPE ALLOWNERSHIPS EETAREAS UNLESSROTHERWISE"NSUARE OTED. ACSS APPROACH SCHEDULE 1 \GRADE INTERSECTI BS 422+20 P.O.T. 121+33.32 P.O.T.= 15+00.00 P.OT. SO NEWCAST LE OVERCROSSING 352+80169 P.O.C.= BS 419+39.92 P.O.T. EXISTING 100' WIDE BPA TRANSMISSION EASEMENT �vs pmv cj (' IQc c_o" t�') BASF d`ICL,T tlrtnr31C' A Added Parcels 1-23846 A 1-23847: Deleted Ownership Dots for Parcel 1-20425: Added Righ Letter 7-18-14 9.5-14 Revised L"ah Access for Parcel 1-23846: Added Stormwater Treatment Area in Parcel 1-23 Veriflcm n Note Letter 9-24 08 10-2 3W Added Drainage Easement and Type Y Approach on Lt St.. SRV 12-24 27 to BS Letser &21-07 &30-07 Revised Poi1t Symbol4 and 11 Letter 6-21-07 7.12-07 Added Utility Easement on Lt Sta. SRV 13+04,07 to SRV 13+64.07: Revised Area Par-1 1. LEGEND ACCESS TO BE PROHIBITED SHOWN THUS PROPERTY OWNERSHIP NUMBERS C� PROPERTY LINES _._.....__. _. 0 50 100 SCALE IN FEET QCITY OF RENTON LOT LINE ADJUSTMENT N0. LUA-00-0141-LLA ® RENTON VIEW THIS PLAN SUPERSEDES SHEETS 2 THRU 7 15 AND 16 OF 19 SHEETS OF SR 405 SR 515 VIC TO N E. 3RD ST VIC APPROVED AND ADOPTED NOVEMBER 18. 2005 THE BASIS OF BEARINGS AND DISTANCES ARE DETERMINED FROM WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE (HAD 83/91). THE DISTANCES SHOWN ARE GROUND DISTANCES. FOR SURVEY INFORMATION SEE RECORD OF SURVEY FOR WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 20050728900039 RECORDED JULY 28. 2005. ALL PLANS ARE SUBJECT TO CHANGE. OWNERSHIP SHOULD BE VERIFIED. PROPOSED PROPERTY RIGHTS SHOWN MAY NOT HAVE BEEN ACQUIRED ENCUMBRANCES MAY OR MAY NOT BE SHOWN. PARTIES SEEKING CURRENT PLAN INFORMATION SHOULD CONSULT THE DEPARTMENT OF TRANSPORTATION HEADQUARTERS RIGHT OF WAY PLANS OFFICE FOR THE OFFICIAL PLAN ON FILE. FOR ENCUMBRANCE INFORMATION CONSULT THE DEPARTMENT OF TRANSPORTATION HEADQUARTERS REAL ESTATE SERVICES OFFICE ACCESS NOTES: TYPE 0 APPROACH IS AN OFF AND ON APPROACH IN A LEGAL MANNER NOT TO EXCEED 50 FEET IN WIDTH FOR USE NECESSARY TO THE NORMAL OPERATION OF A COMMERCIAL ESTABLISHMENT. IT MAY BE SPECIFIED AT A POINT SATISFACTORY TO THE STATE AT OR BETWEEN DESIGNATED HIGHWAY STATIONS. 4E *APPROACH IS RESTRICTED FOR USE BY TRAFFIC AS A RIGHT IN RIGHT OUT ONLY. W THE PRNELEGE OF SERVICING THE UTILITY LOCATED V14THIN THE RIGHT OF WAY IS PERMITTED FROM OUTSIDE THE RIGHT OF WAY AND FROM INSIDE THE RIGHT OF WAY FROM THE BS LINE AND THE A LINE. NO ACCESS WILL BE ALLOWED TO THE SR 405 TRAVELED HIGHWAY LANES OR RAMPS. FOR ACCESS HEARING PLAN SEE PLAN Of SAME TITLE APPROVED FEBRUARY 22 2007 EXHIBIT A LIMITED ACCESS ESTABLISHED BY THE DIRECTOR OF ENVIRONMENTAL AND ENGINEERING PROGRAMS FINDINGS AND ORDER ADOPTED MAY 17, 2007 SR 405 SR 515 VIC. TO S. 6TH ST. VIC. KING COUNTY RIGHT OF WAY AND LIMITED ACCESS PLAN FULL AND MODIFIED CONTROL MP 2.66 TO MP 2.80 STATION 345+00 TO STATION 352+80.69 WASHINGTON STATE DEPARTMENT OF TRANSPORTATION OSS �, FEL,I� OL YMPI A. WASHINGTON �� a �44► oy ` APPROVED AND ADOPTED MAY 24, 2007 d p-e y o e *soreitRe �8 JJ70V.4L 6,\G Sh3/a9 --� /' iaition tar Parcel 1-20425: DdhaES 6/26/01 Revised Ownership MRW PROJECT ENGINEER GRI/HT OF WAY PLANS MANAGER SHEET 2 OF 9 5HEE7S L �.�te0 scc+ss Estm. srt4 oy :os.;ss on Resoiu. �n \o. 491. �uM 19. 195T 3y Co :: ian R. No. 1147. Ut. 23. 1%1. n - 1 Ant; 12111 Denis Law Mayor 1[;R, Public Works Department - Gregg Zimmerman, P.E., Administrator August 2, 2017 Sean Quarrie WSDOT 1-405 Design Team 600 108th Avenue NE, Suite 405 Bellevue, WA 98004 RE: 1405, SR 167 INTERCHANGE DIRECT CONNECTOR — TALBOT HILL SEWER RELOCATION WSDOT AGREEMENT NUMBER UTB 1223 Dear Mr. Fenton: We are writing to provide you with the City of Renton's status as it pertains to WSDOT Agreement UTB 1223. City of Renton has completed work related to construction and construction services under Agreement UTB 1223. We have requested reimbursement for the work completed under the Agreement. Per Agreement UTB 1223, total project cost was estimated to be $4,355,290. Renton had an estimated responsibility for $380,345, which was the cost of 218 lineal feet of bit items 13 & 14. The estimated amount of the State's share was $3,974,945. Actual project cost, as related to UTB 1223 was $3,416,902.32. Actual cost of Renton's responsibility was $207,677.70. Actual amount of the State's share was $3,209,224.62. City of Renton has been reimbursed under this Agreement for the total cost of $3,209,224.62. Unless the State has any outstanding issues, it would appear that the two parties have fulfilled the requirements of the Agreement and we can begin the process to close it out. If you have any questions regarding this letter or Agreement, please contact me by phone at 425-430-7206 or by email at mbenoit@rentonwa.gov. Sincerely, Michael A. Benoit Wastewater Utility Project Manager cc: Vicki Grover, Transportation Planning Manager H:\File Sys\WWP - WasteWater\WWP-27-03812 Talbot Hill Sanitary Sewer Relocation\WSDOT\Talbot Hill WSDOT Reimbursement Final Status UTB 1223.doc\MABmc 1055 South Grady Way, Renton, WA 98057 • rentonwa.gov Denis Law Mayor11;R Public Works Department - Gregg Zimmerman, P.E., Administrator July 12, 2017 Ross Fenton WSDOT 1-405 Design Team 6001081h Avenue NE, Suite 400 Bellevue, WA 98004 RE: 1405, SR 167 INTERCHANGE DIRECT CONNECTOR — TALBOT HILL SEWER RELOCATION WSDOT AGREEMENT NUMBER UTB 1172 Dear Mr. Fenton: We are writing to provide you with the City of Renton's status as it pertains to WSDOT Agreement UTB 1172. City of Renton has completed work related to alternatives analysis, design, and bidding service under Agreement UTB 1172 (including Amendment 1). We have requested reimbursement for the work completed under the Agreement. Per Agreement UTB 1172, including Amendment 1, total consultant cost for the alternatives analysis, design, and services during bidding was estimated to be $496,200. Actual consultant cost, as related to Agreement UTB 1172 was $359,429.45. City of Renton has been reimbursed under this Agreement for the total cost of $359,429.45. Unless the State has any outstanding issues, it would appear that the two parties have fulfilled the requirements of the Agreement and we can begin the process to close it out. If you have any questions regarding this letter or Agreement, please contact me by phone at 425-430-7206 or by email at mbenoit@rentonwa.gov. Sincerely, Michael A. Benoit Wastewater Utility Project Manager Attachments cc: Vicki Grover, Transportation Planning Manager H:\File Sys\WWP - WasteWater\WWP-27-03812 Talbot Hill Sanitary Sewer Relocation\WSDOT\Talbot Hill WSDOT Reimbursement Final Status UTB 1172.doc\MABmc 1055 South Grady Way, Renton, WA 98057 • rentonwa.gov 0 Denis Law Mayor 1[;R Public Works Department - Gregg Zimmerman, P.E., Administrator June 30, 2017 Ms. Lesly Chan WSDOT 600 1081h Avenue NE, Suite 400 Bellevue, WA 98004 RE: 1405, SR 167 INTERCHANGE DIRECT CONNECTOR — TALBOT HILL SEWER RELOCATION WSDOT AGREEMENT NUMBER UTB 1223 Dear Ms. Chan: In accordance with WSDOT Agreement UTB 1223, the City of Renton is requesting reimbursement for the construction services costs of the relocated sewer improvements by Stantec Consulting Services Inc. incurred between July 1, 2016 and June 30, 2017, in the amount of $236,703.67. Attached are a City invoice; a copy of the 11 Stantec invoices paid during the time period; and a summary sheet from the City's invoice system showing payment made for each Stantec invoice. This will complete reimbursement for the construction services costs (Stantec). An invoice for reimbursement for construction (Scarsella) has been submitted under separate cover dated June 27 2017. The Scarsella construction invoice as well as this Stantec invoice should complete all reimbursement under this agreement. For your reference, a copy of the pertinent portions of WSDOT Agreement UTB 1223 is also attached. If you have any questions regarding this request for reimbursement, please contact me by phone at 425-430-7206 or by email at mbenoit@rentonwa.gov. Sincerely, Michael A. Benoit Wastewater Utility Project Manager Attachments cc: Vicki Grover, Transportation Planning Manager H:\File Sys\WWP - WasteWater\WWP-27-03812 Talbot Hill Sanitary Sewer Relocation\WSDOT\Talbot Hill WSDOT Reimbursement Letter 7 July 2017 Stantec.doc\MABmc ings Snuth Grariv Way. RPntnn WA 9RO57 • rPntnnwa.nnv Accounts Receivable - Invoice Cit} of AR Account No. r rrr r r 1256 .fir► l�r �.� ...r ,� 1/t ,,� 1055 South Grady Way / Renton, WA 98057 / (425) 430-6897 WA ST DOT ATTN LESLY CHAN 600 108TH AVE NE - SUITE 400 BELLEVUE. WA 98004 CITY OF RENTON Invoice No. 44467 Date 06129/2017 Amount Due 236,703.67 Due Date 81312017 Amount Enclosed Make Checks Payable to the CITY OF RENTON Please include your AR account number When paying by check. detach and return the above with payment. DESCRIPTION I AMOUNT SR 167 Interchanged Direct Connector - Talbot Sewer Relocation Reimbursement for the construction costs of the relocation of city owned sanitary sewer mains by Stantec Consulting Services on Talbot Hill incurred between July 1. 2016 and June 30 2017 per WSDOT Agreement UTB 1223 Grant Billing 236703.67 Total Amount Due 236.703.67 236..703.67 TO AVOID INTEREST AND/OR PENALTY CHARGES AR ACCOUNT NO 1256 PLEASE REMIT PAYMENT BY DUE DATE 236,703.67 Please Remit to. CITY OF RENTON ATTN: FINANCE / AR 1055 S. GRADY WAY RENTON, WA 98057 PO18/0001988 Invoice Date Paid Amount 1055890 06/15/2016 $7,142.29 Inv WSDOT July 2016 $7,142.29 1082193 08/15/2016 $15,915.39 1097807 09/30/2016 $21,527.81 1111181 10/31/2016 $12,823.20 1128282 11/30/2016 $56,244.05 1134256 12/15/2016 $746.20 1147333 01/13/2017 $30,868.61 1159228 02/28/2017 $9,657.27 1173553 03/31/2017 $35,019.22 1185640 04/28/2017 $4,890.36 1205587 06/15/2017 $42,470.01 1216189 $6,541.55 Inv WSDOT July 2017 $236,703.67 Total $243,845.96 Cont Amnt $245,450.00 Balance $1,604.04 Louie ) ® Stantec Bill To City of Renton Mike Benoit Wastewater Utility 5th Floor, City Hall 1055 Grady Way S. Renton WA 98055 United States INVOICE 4I51915.3q Invoice Number Invoice Date Customer Number Project Number Project Description: Talbot Hill Sewer Relocation - Construction Services Page I of 4 1082193 August 4, 2016 110474 2002003609 Please Remit To Stantec Consulting Services Inc. (SCSI) 13980 Collections Center Drive Chicago IL 60693 United States Federal Tax ID 11-2167170 RECEIVED Stantec Project Manager. WaGgorski, Erik J Stantec Offlce Location: Bellevue WA AUG a g 2��6 Current Invoice Due: $15,915.39 CITY OF RENTON For Period Ending: July 29, 2016 UTILITY SYSTEMS Due on Receipt INVOICE Page 2 of 4 Invoice Number 1082193 Project Number 2002003609 Top Task 300 Construction PM Professional Services Billing Level Current Date Hours Rate Amount Project Manager Waligorski, Erik J 07/05/16 1.50 218.19 327.29 Waligorski, Erik J 07/06/16 1.00 218.19 218.19 Waligorski, Erik J 07/07/16 0.50 218.19 109.10 3.00 654.58 Professional Services Subtotal 3.00 654.58 Top Task 300 Total 654.58 Top Task 301 Construction Support Professional Services Billing level Current Date Hours Rate Amount Engineering Geologist Haberman, Phillip Anthony (Phil) 07/05/16 3.00 166.36 499.08 Haberman, Phillip Anthony (Phil) 07/06/16 2.00 166.36 332.72 Haberman, Phillip Anthony (Phil) 07/07/16 3.00 166.36 499.08 Haberman, Phillip Anthony (Phil) 07/08/16 2.00 166.36 332.72 Haberman, Phillip Anthony (Phil) 07/11/16 3.00 166.36 499.08 Haberman, Phillip Anthony (Phil) 07/12/16 2.00 166.36 332,72 Haberman, Phillip Anthony (Phil) 07/14/16 3.00 166.36 499.08 Haberman, Phillip Anthony (Phil) 07/28/16 4.00 166.36 665.44 Haberman, Phillip Anthony (Phil) 07/29/16 4.00 166.36 665.44 26.00 4,325.36 EfT/Sr Designer Ard, Stephanie Marie 07/08/16 1.00 108.17 108.17 Ard, Stephanie Marie 07/ 1 1 / 16 1.00 108.17 108.17 Ard, Stephanie Marie 07/14/16 0.50 108.17 54.09 Ard, Stephanie Marie 07/15/16 0.50 108.17 54.09 Ard, Stephanie Marie 07/18/16 1.00 108.17 108.17 Ard, Stephanie Marie 07/19/16 1.00 108.17 108.17 Ard, Stephanie Marie 07/20/16 0.50 108.17 54.09 Ard, Stephanie Marie 07/21 /16 4.00 108.17 432.68 Ard, Stephanie Marie 07/22/ 16 0.75 108.17 81.13 INVOICE I Page 3 of 4 Invoice Number 1082193 Project Number 2002003609 10.25 1,108.76 Geotechnical Engineer Caraway. Sean Lee 07/08/16 _ 1.00 186.00 186.00 1.00 186.00 Project Manager Brodahl, Erik L 07/06/ 16 0.25 210.18 52.55 Brodahl, Erik L 07/07/16 0.25 210.18 52.55 Brodahl, Erik L 07/12/16 0.50 210.18 105.09 Waligorski, Erik J 07/05/16 1.00 218.19 218.19 Waligorski, Erik J 07/06/16 1.50 218,19 327.29 Waligorski, Erik J 07/07/16 1.50 218.19 327.29 Waligorski, Erik J 07/08/16 1.00 218.19 218.19 Waligorski, Erik J 07/1 1116 2.50 218.19 545.48 Waligorski, Erik J 07/12/16 3.00 218.19 654.57 Waligorski, Erik J 07/13/16 2.50 218.19 545.48 Waligorski, Erik J 07/14/16 1.50 218.19 327.29 Waligorski, Erik 07/15/16 2.00 218.19 436.38 Waligorski, Erik J 07/18/16 3.50 218.19 763.67 Waligorski, Erik J 07/19/16 1.00 218.19 218.19 Waligorski, Erik J 07/20/16 2.50 218.19 545.48 Waligorski, Erik J 07/21 /16 3.00 218.19 654.57 Waligorski, Erik J 07/22/16 1.50 218.19 327.29 Waligorski, Erik J 07/25/16 2.50 218.19 545.48 Waligorski, Erik J 07/26/16 1.50 218.19 327.29 33.00 7,192.32 Professional Services Subtotal 70.25 12,812.44 Subconsultants Date Cost % Current Amount Direct - Subconsuitant Fees Staheli Trenchless Consultants 07/07/16 2,187.50 10.00 2,406.25 16-093 Subconsultants Subtotal 2,406.25 Disbursements Current Amount Direct - Vehicle (mileage) 42.12 Disbursements Subtotal 42.12 Top Task 301 Total 15,260.81 INVOICE Page 4 of 4 Invoice Number 1082193 Project Number 2002003609 Total Fees & Disbursements INVOICE TOTAL (USD) $15,915.39 $15,915.39 STAHELI Trenchless Consultants Bill To 5405 196th St. SW Lynnwood WA 98036 425-2054930 Stantec Consulting Services, Inc. 11130 NE 33rd Place, Suite 200 Bellevue WA 98004-1465 coder: rebecca saur Invoice Date Invoice # 7n/2016 16-093 Budget Amount Previously Invoiced This Invoice Invoiced to Date Percent Invoiced S 119,137.89 S44,959.30 $2,187.50 S47,146.80 40° o Item Description Quantity Rate Amount Professional Services 05.16.2016 - 06.15.2016 Owner. City of Renton Project Talbot Hill Sewer Relocation (SR 167 IC/DC) Stantec Pipeline #442007 Change Order No, 1 Principal Kim Staheli - Principal Engineer 2 215.00 430.00 Project Engineer 1 Matt Olson - Project Engineer 10.5 135.00 1,417.50 Staff Engineer Dylan Davidson - Staff Engineer OS 120.00 60.00 Admin Heidi Howard - Administrative Support 1 85.00 85.00 Deputy CM Joel Staheli - Construction Manager 1.5 130.00 195.00 Total $2,187.50 Payments/Credits $0.00 Balance Due $2,187.50 4 k-')t' L' E.1 ® Stantec Bill To City of Renton Mike Benoit Wastewater Utility 5th Floor, City Hall 1055 Grady Way S. Renton WA 98055 United States d.P,4-1s-1ao ►81060rq s$ INVOICE d o7tl $a7181 Invoice Number Invoice Date Customer Number Project Number c,+ Viww 3 Page i of 4 1097807 September 13, 2016 110474 2002003609 Please Remit To Stantec Consulting Services Inc. (SCSI) 13980 Collections Center Drive Chicago IL 60693 United States Federal Tax ID 11-2167170 Project Description: Talbbt Hill Sewer Relocation - Construction Services RECEIVED Stantec Project Manager. Holladay, Bill S E P 16 2016 Stantec Office Location: Bellevue WA Current Invoice Due: $21,527.81 CITY OF RENTON For Period Ending: September 2, 2016 UTILITY SYSTEMS Due on Receipt Top Task 300 Construction PM Professional Services Billing Level Project Manager Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J ft►Me] M Invoice Number Project Number Page 2 of 4 1097807 2002003609 Current Date Hours Rate Amount 08/02/16 0.50 218.19 109.10 08/04/16 1.50 218.19 327.29 08/09/16 0.50 218.19 109.10 08/23/16 0.50 218.19 109.10 3.00 654.59 Professional Services Subtotal 3.00 654.59 Top Task 300 Total 654.59 Top Task 301 Construction Support Professional Services Billing Level Current Date Hours Rate Amount Engineering Geologist Haberman, Phillip Anthony (Phil) 08/08/16 4.00 166.36 665.44 Haberman, Phillip Anthony (Phil) 08/09/16 2.00 166.36 332.72 Haberman, Phillip Anthony (Phil) 08/10/16 3.00 166.36 499.08 Haberman, Phillip Anthony (Phil) 08/12/16 3.00 166.36 499.08 Haberman, Phillip Anthony (Phil) 08/15/16 3.00 166.36 499.08 Haberman, Phillip Anthony (Phil) 08/16/16 2.00 166.36 332.72 Haberman, Phillip Anthony (Phil) 08/18/16 3.00 166.36 499.08 Haberman, Phillip Anthony (Phil) 08/19/16 3.00 166.36 499.08 Haberman, Phillip Anthony (Phil) 08/22/16 3.00 166.36 499.08 Haberman, Phillip Anthony (Phil) 08/23/16 2.00 166.36 332.72 Haberman, Phillip Anthony (Phil) 08/24/16 3.00 166.36 499.08 Haberman, Phillip Anthony (Phil) 08/26/16 3.00 166.36 499.08 Haberman, Phillip Anthony (Phil) 08/29/16 3.00 166.36 499.08 Haberman, Phillip Anthony (Phil) 08/30/16 2.00 166.36 332.72 Haberman, Phillip Anthony (Phil) 08/31 /16 2.00 166.36 332.72 Haberman, Phillip Anthony (Phil) 09/01 /16 2.00 166.36 332.72 EIT/Sr Designer Ard, Stephanie Marie Ard, Stephanie Marie 43.00 7,153.48 08/01/16 3.50 108.17 378.60 08/02/16 2.50 108.17 270.43 INVOICE Page 3 of 4 Invoice Number 1097807 Project Number 2002003609 Ard, Stephanie Marie 08/03/16 0.50 108.17 54.09 Ard, Stephanie Marie 08/08/16 2.50 108.17 270.43 Ard, Stephanie Marie 08/11 /16 2.00 108.17 216.34 Mehall, Caitlin T 08/16/16 0.50 100.50 50.25 Mehall, Caitlin T 08/18/16 1.00 100.50 100.50 12.50 1,340.64 Project Manager Brodahl, Erik L 08/01 / 16 1.25 210.18 262.73 Brodahl, Erik L 08/02/16 1.00 210.18 210.18 Brodahl. Erik L 08/12/16 0.50 210.18 105.09 Brodahl, Erik L 08/15/16 2.50 210.18 525.45 Brodahl, Erik L 08/ 16/ 16 1.00 210.18 210.18 Brodahl, Erik L 08/17/16 1.50 210.18 315.27 Brodahl, Erik L 08/18/16 1.50 210.18 315.27 Brodahl, Erik L 08/19/16 0.50 210.18 105.09 Brodahl, Erik L 08/22/16 0.75 210.18 157.64 Brodahl, Erik L 08/25/ 16 0.25 210.18 52.55 Brodahl, Erik L 08/26/ 16 0.50 210.18 105.09 Brodahl, Erik L 08/30/16 0.25 210.18 52.55 Brodahl, Erik L 08/31 / 16 0.50 210.18 105.09 Brodahl, Erik L 09/01/16 0.25 210.16 52.55 Waligorski, Erik J 08/01 / 16 2.50 218.19 545.48 Waligorski, Erik J O8/02/16 1.50 218.19 327.29 Waligorski, Erik J 08/03/16 1.00 218.19 218.19 Waligorski, Erik J 08/05/16 1.00 218.19 218.19 Waligorski, Erik J 08/08/16 1.00 218.19 218.19 Waligorski, Erik J 08/09/16 1.50 218.19 327.29 Waligorski, Erik J 08/11 /I6 1.50 218.19 327.29 Waligorski, Erik J 08/15/16 2.00 218.19 436.38 Woligorski, Enk J 08/16/16 1.00 218.19 218.19 Waligorski, Erik J 08/17/16 1.00 218.19 218.19 Waligorski, Enk J 08/18/16 3.50 218.19 763.67 Waligorski, Enk J 08/19/16 2.00 218.19 436.38 Waligorski, Enk J 08/23/16 1.50 218.19 327.29 33.25 7,156.75 Professional Services Subtotal 88.75 15,650.87 Subconsultants Date Cost % Current Amount Direct - Subconsultant Fees Stahel! Trenchless Consultants 07/27/16 4,472.50 10.00 4,919.75 16-107 Subconsultonts Subtotal 4,919.75 Current INVOICE Page 4 of 4 Invoice Number 1097807 Project Number 2002003609 Amount Usage - Computer 08/01/16 35.00 08/02/16 25.00 08/03/16 5.00 Usages Subtotal 65.00 Disbursements Current Amount Direct - Vehicle (mileage) 237.60 Disbursements Subtotal 237.60 Top Task 301 Total 20,873.22 Total Fees & Disbursements $21,52/.81 INVOICE TOTAL (USD) $21,527.81 STAHELI Trenchless Consultants Bill To 5405 196th St. SW Lynnwood WA 99036 425-205-4930 Stantec Consulting Services, Inc. 11130 NE 33rd Place, Suite 200 Bellevue WA 98004-1465 coder: rebecca saur Invoice Date Invoice # 7 "27/2016 16-107 Budget Amount Previously Invoiced This Invoice Invoiced to Date Percent Invoiced $1 19,137,89 $47,146.80 S4,472.50 S51,619.30 43% Item Description Quantity Rate Amount Professional Services 06.16.2016 - 07.15.2016 Owner. City of Renton Project: Talbot Hill Sewer Relocation (SR 167 IC/DC) Stantec Pipeline #442007 Change Order No. I Staff Engineer Dylan Davidson - StafEngineer 11 120.00 1,320.00 Principal Kim Staheli - Principal Engineer 9 215.00 1,935.00 Project Engineer I Matt Olson - Project Engineer ".5 135.00 1,012.50 Principal Engineer... Brad Moore - Principal Engineer i 205.00 205.00 Total $4,472.50 Payments/Credits $0.00 Balance Due S4,472.50 ® Stantec Bill To City of Renton Mike Benoit Wastewater Utility 5th Floor, City Hall 1055 Grady Way S. Renton WA 98055 United States INVOICE Page I of 3 (� Invoice Number 1111181 Invoice Date October 14, 2016 l ` Customer Number 110474 Project Number 2002003609 RECelveo OCT 17 Z016 Ut"'ty Systems Project Description: Talbot Hill Sewer Relocation - Construction Services Please Remit To Stantec Consulting Services Inc. (SCSI) 13960 Collections Center Drive Chicago IL 60693 United States Federal Tax ID 1 1-2167170 Stantec Project Manager. Holladay, Bill Stantec Office location: Bellevue WA Current Invoice Due: $12,823.20 For Period Ending: September 30, 2016 Due on Receipt INVOICE Top Task 300 Construction PM Billing level Administrative Lead Saur, Rebecca Catherine Professional Services Subtotal Invoice Number Project Number Date Hours Rate 09/09/16 0.25 136.91 0.25 0.25 Page 2 of 3 1111181 2002003609 Current Amount 34.23 34.23 34.23 Top Task 300 Total 34.23 Top Task 301 Construction Support Professional Services Billing level Current Date Hours Rate Amount Engineering Geologist Haberman, Phillip Anthony (Phil) 09/06/16 3.00 166.36 499.08 Haberman, Phillip Anthony (Phil) 09/07/16 2.00 166.36 332.72 Haberman, Phillip Anthony (Phil) 09/08/16 4.00 166.36 665.44 Haberman, Phillip Anthony (Phil) 09/12/16 4.00 166.36 665.44 Haberman, Phillip Anthony (Phil) 09/13/16 4.00 166.36 665.44 Haberman, Phillip Anthony (Phil) 09/21/16 4.00 166.36 665,44 Haberman, Phillip Anthony (Phil) 09/23/16 4.00 166.36 665.44 Haberman, Phillip Anthony (Phil) 09/29/16 5.00 166.36 831.80 30.00 4,990.80 Engineer II Wolf, Brian P 09/09/16 1.25 136.81 171.01 1.25 171.01 Project Manager Brodahl, Erik L 09/06/16 0.50 210.18 105.09 Brodahl, Erik L 09/07/16 0.75 210.18 157.64 Brodahl, Erik L 09/08/ 16 3.75 210.18 788.18 Brodahl, Erik L 09/09/16 2.25 210.18 472.91 Brodahl, Erik L 09/12/16 0.50 210.18 105.09 Brodahl, Erik L 09/13/16 0.50 210.18 105.09 Brodahl, Erik L 09/15/16 0.25 210.18 52.55 Brodahl, Erik L 09/19/16 0.25 210.18 52.55 Brodahl, Erik L 09/20/16 0.75 210.18 157.64 Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Professional Services Subtotal Direct - Subconsultant Fees Staheli Trenchless Consultants 16-111 Subconsultants Subtotal Direct - Vehicle (mileage) INVOICE Page 3 of 3 Invoice Number 1 1 1 1181 Project Number 2002003609 09/21/16 0.25 210.18 52.55 09/22/16 0.50 210.18 105.09 09/23/16 2.50 210.18 525.45 09/26/16 0.75 210.18 157.64 09/27/ 16 1.00 210.18 210.18 09/28/16 1.25 210.18 262.73 09/30/16 0.25 210.18 52.55 16.00 3,362.93 47.25 8,524.74 Date Cost % Current Amount 09/07/16 3,502.50 10.00 3,852.75 3,852.75 Current Amount 411.48 Disbursements Subtotal 411.48 Top Task 301 Total 12,788.97 Total Fees & Disbursements $12,823.20 INVOICE TOTAL (USD) $12,823.20 ST_AHELI Trenchless Consultants Bill To 5405 196th St. SW Lynnwood WA 98036 425-205-4930 Stantec Consulting Services, Inc. 1 1 130 NE 33rd Place, Suite 200 Bellevue WA 98004-1465 coder: rebecca Saur Invoice Date Invoice # 9,712016 If 1 I I Budget Amount Previously Invoiced This Invoice Invoiced to Date Percent Invoiced 5119,137.89 $51,619.30 53,502.50 $55.121.80 46% Item Description Quantity Rate Amount Professional Services 07.16.2016 - 08.15.2016 Owner. City of Renton Project: Talbot Hill Sewer Relocation (SR 167 10DC) Stantec Pipeline #442007 Change Order No. 1 Priccipal Fngineer... Brad Moore - Principal Engineer 1 205.00 615.00 Staff Engineer Dylan Davidson - Staff Engineer 16 %5 120.00 2,010.00 Project Engineer I Matt Olson - Project Engineer 6 5 135.00 R77.50 Total $3 502.50 Payments/Credits So.00 Balance Due $3,502.50 ® Stantec INVOICE -TT- -���� Invoice Number Invoice Date Customer Number Project Number Page 1 of 3 1128282 November 22, 2016 110474 2002003609 Bill To Please Remit To City of Renton RECEIVED Stantec Consulting Services Inc. (SCSI) Mike Benoit 13980 Collections Center Drive Wastewater Utility Chicago IL 60693 5th Floor, City Hall NOV 2 2 2016 United States 1055 Grady Way S. Federal Tax ID Renton WA 98055 Utility Systems 11-2167170 United States Project Description: Talbot Hill Sewer Relocation - Construction Services Stantec Project Manager: Holladay, Bill Stantec Office location: Bellevue WA Current Invoice Due: $56,244.05 For Period Ending: October 28, 2016 Due on Receipt INVOICE Top Task 300 Construction PM Professional Services Billing level Administrative Lead Sour, Rebecca Catherine Sour, Rebecca Catherine Sour, Rebecca Catherine Sour, Rebecca Catherine Sour, Rebecca Catherine Sour, Rebecca Catherine Professional Services Subtotal Invoice Number Project Number Date Hours Rate 10/06/16 0.25 136.91 10/13/16 0.25 136.91 10/14/16 0.50 136.91 10/24/16 0.25 136.91 10/25/16 0.25 136.91 10/26/16 0.25 136.91 1.75 1.75 Page 2 of 3 1128282 2002003609 Current Amount 34.23 34.23 68.46 34.23 34.23 34.23 239.61 239.61 Top Task 300 Total 239.61 Top Task 301 Construction Support Professional Services Bllling level Current Date Hours Rate Amount Director/Principal Hill, Gregory G 10/04/16 1.00 215.00 215.00 Hill, Gregory G 10/10/16 0.50 215.00 107.50 Hill, GregoryG 10/12/16 0.50 215.00 107.50 Hill, Gregory G 10/17/16 2.00 215.00 430.00 Hill, Gregory G 10/20/16 0.50 215.00 107.50 Hill, Gregory G 10/21 /16 0.75 215.00 161.25 Hill, Gregory G 10/24/16 1.00 215.00 215.00 6.25 1,343.75 Engineering Geologist Haberman, Phillip Anthony (Phil) 10/03/16 1.00 166.36 166.36 Haberman, Phillip Anthony [Phil) 10/04/16 1.00 166.36 166.36 Haberman, Phillip Anthony (Phil) 10/05/16 1.00 166.36 166.36 3.00 499.08 Engineer II Wolf, Brian P 10/20/16 1.00 136.81 136.81 Wolf, Brian P 10/21/16 0.75 136.81 102.61 Wolf, Brian P 10/26/16 0.50 136.81 68.41 Wolf, Brian P Project Manager Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L INVOICE Professional Services Subtotal SubconsuRants Direct - Subconsultant Fees Staheli Trenchless Consultants 16-124 Subconsultants Subtotal Usaaes Usage - Computer 10/20/16 10/21/16 10/26/16 Usages Subtotal Disbursements Direct - Vehicle (mileage) Disbursements Subtotal Invoice Number Project Number 10/27/16 10/04/16 10/05/16 10/06/16 10/12/16 10/13/16 10/14/16 0.25 136.81 2.50 1.25 210.18 2.75 210.18 0.50 210.18 0.25 210.18 0.25 210.18 1.00 210.18 6.00 17.75 Date Cost % 09/30/16 47,753.05 10.00 Page 3 of 3 1128282 2002003609 34.20 342.03 262.73 578.00 105.09 52.55 52.55 210.18 1,261.10 3,445.96 Current Amount 52,528.36 52,528.36 Current Amount 5.00 5.00 5.00 15.00 Current Amount 15.12 15.12 Top Task 301 Total 56,004.44 Total Fees & Disbursements $56,244.05 INVOICE TOTAL (USD) $56,244.05 STAHELI Trenchless Consultants Bill To 5405 196th St. SW Lynnwood WA 98036 425-205-4930 Stantec Consulting Senices, Inc. 11130 NE 33rd Place, Suite 200 Bellevue WA 98004-1465 coder; rebecca saur Invoice Date Invoice # 9/30/2016 16-124 Budget Amount Previously Invoiced This Invoice Invoiced to Date Percent Invoiced $1 19,137.89 $55,121,90 S47,753.05 S102,874.85 860/a I!em Description Quantity Rate Amoun'. Professional Services 08.16.2016 - 09.15.2016 Owner. City of Renton Project: Talbot Hill Sewer Relocation (SR 167 [C/DC) Stantec Pipeline #442007 Change Order No, 1 Staff Engineer Dylan DaNldson - Staff Engineer 121.25 120.00 14,550.00 Project Engineer I Matt Olson - Project Engineer 144.75 135.00 19,541.25 Principal Kim Staheli - Principal Engineer 20.5 215.00 4,407.50 Admin Heidi Howard - Administrative Support 18 85.00 1,530.00 Deputy CM Joel Staheli - Trenchless Inspector 8.5 130.00 1,105.00 Inspector Rick Hyatt - Construction Inspector 51 120.00 6,120.00 Principal Engineer... Brad Moore - Principal Engineer 1 205.00 205.00 Mileage On Site Inspections (GAB & HDD) 545 0.54 294.30 Total S47,753.05 Payments/Credits SO.00 Balance Due $47,753.05 ® Stantec INVOICE �"g �� ��- 03�3 Invoice Number Invoice Date Customer Number Project Number ' Page 1 of 1134256 December 8, 2016 110474 2002003609 Bill To RECEIVED Please Remit To City of Renton Stantec Consulting Services Inc. (SCSI) Mike Benoit DEC Q 8 2016 13980 Collections Center Drive Wastewater Utility Chicago IL 60693 5th Floor, City Hall Utility systems United States 1055 Grady Way S. Federal Tax ID Renton WA 98055 11-2167170 United States Project Description: Talbot Hill Sewer Relocation - Construction Services Stantec Project Manager: Holladay, Bill Stantec Office Location: Bellevue WA Current Invoice Due: $746.20 For Period Ending: December 2, 2016 Due on Receipt INVOICE Top Task 301 Construction Support Professional Services Billing Level Director/Principal. Hill, Gregory G Engineer II Wolf, Brian P Wolf, Brian P Engineer III Slifer, Scott Kilvary Professional Services Subtotal Disbursements Direct - Vehicle (mileage) Disbursements Subtotal Invoice Number Project Number Page 2 of 2 1134256 2002003609 Current Date Hours Rate Amount 1 1 /23/ 16 2.00 215.00 430.00 2.00 430.00 11/02/16 0.50 136.81 68.41 11/18/16 0.25 136.81 34.20 0.75 102.61 1 1 /22/ 16 0.75 182.54 136.91 0.75 136.91 3.50 669.52 Current Amount 76.68 76.68 Top Task 301 Total 746.20 Total Fees & Disbursements $746.20 INVOICE TOTAL (LISD) $746.20 (3 Stantec Bill To City of Renton Mike Benoit Wastewater Utility 5th Floor, City Hail 1055 Grady Way S. Renton WA 98055 United States INVOICE Page 1 of 3 RECEIVED JAN 13 2017 Invoice Number 1147333 Invoice Date January 13, 2017 Customer Number 110474 Project Number 2002003609 ke� 4,1111 Please Remit To Stantec Consulting Services Inc. (SCSI) 13980 Collections Center Drive Chicago IL 60693 United States Federal Tax ID 11-2167170 Project Description: Talbot Hill Sewer Relocation - Construction Services Stantec Project Manager. Holladay, Bill Stantec Office location: Bellevue 33rd Place WA Current invoice Due: $30,868.61 For Period Ending: December 30, 2016 Due on Receipt INVOICE Page 2 of 3 Invoice Number 1147333 Project Number 2002003609 Top Task 300 Construction PM Professional Services Billing level Date Administrative Lead Sour, Rebecca Catherine 12/05/ 16 Sour, Rebecca Catherine 12/06/16 Saur, Rebecca Catherine 12/13/16 Sour, Rebecca Catherine 12/19/16 Sour, Rebecca Catherine 12/20/16 Director/Principal Bill, Gregory G 12/06/16 Professional Services Subtotal Hours Rate 0.25 136.91 0.25 136.91 0.25 136.91 0.50 136.91 0.25 136.91 1.50 1.00 215.00 1.00 2.50 Current Amount 34.23 34.23 34.23 68.46 34.23 205.38 215.00 215.00 420.38 Top Task 300 Total 420.38 Top Task 301 Construction Support Professional Services Billing level Current Date Hours Rate Amount Director/Principal Hill, Gregory G 12/20/16 0.75 215.00 161.25 0.75 161.25 Engineering Geologist Haberman, Phillip Anthony (Phil) 12/07/16 1.00 166.36 166.36 Haberman, Phillip Anthony (Phil) 12/08/16 2.00 166.36 332.72 Haberman, Phillip Anthony (Phil) 12/13/16 3.00 166.36 499.08 Haberman, Phillip Anthony (Phil) 12/14/16 2.00 166.36 332.72 Haberman, Phillip Anthony (Phil) 12/15/16 2.00 166.36 332.72 10.00 1,663.60 Professional Services Subtotal 10.75 1,824.85 Date Cost % Current Amount Direct - Subconsultant Fees Staheli Trenchless Consultants 16-158 Subconsuttants Subtotal Top Task 301 Total INVOICE Invoice Number Project Number 11/18/16 26,021.25 10.00 Total Fees 8 Disbursements INVOICE TOTAL (USD) Page 3of3 1147333 2002003609 28,623.38 28,623.38 30,448.23 $30,868.61 $30,868.61 STAHELI Trenchless Consultants Bill To 5405 196th St. SW Lynnwood WA 98036 425-205-4930 Stantec Consulting Services, Inc. 11130 NE 33rd Place, Suite 200 Bellevue WA 98004-1465 coder: rebecca saur Invoice Date Invoice # 11/182016 16-158 Budget Amount Previously Invoiced This Invoice Invoiced to Date Percent Invoiced $119,137.89 $137,692.52 $26,021.25 $163,713.77 137% Item Description Quantity Rate Amount Professional Services 10.16.2016 - 11.15,2016 Owner. City of Renton Project: Talbot Hill Sewer Relocation (Sr 167 1C/DC) Stantec Pipeline No. 442007 Change Order No. 1 Admin Heidi Howard - Administrative Support 8.5 85.00 722.50 Inspector Rick Hyatt - Construction Inspector 146.5 120.00 17,580.00 Staff Engineer Dylan Davidson - Staff Engineer 3.25 120.00 390.00 Deputy CM Joel Staheli - Trenchless Inspector 8.5 130.00 1,105.00 Project Engineer I Matt Olson - Project Engineer 14.25 135.00 1,923.75 Principal Kim Staheli - Principal Engineer 20 215.00 4,300.00 Total $26,021.25 Payments/Credits $0.00 Balance Due $26,021.25 Stantec wvv-t Bill To City of Renton Mike Benoit Wastewater Utility 5th Floor, City Hall 1055 Grady Way S. Renton WA 98055 United States INVOICE ��� Page 1 of 3 Invoice Numb 1159228 Invoice Date February 13, 2017 Customer Number 110474 Project Number 2002003609 vvw?� RECEIVED FEB 15 2017 Please Rem" To Stantec Consulting Services Inc. (SCSI) 13980 Collections Center Drive Chicago IL 60693 United States Federal Tax 1D 11-2167170 Project Description: Talbot Hill Sewer Relocation - Construction Services Stantec Project Manager. Holladay, Bill Stantec Office Location: Bellevue 33rd Place WA Current Invoice Due: $9,657.27 For Period Ending: January 27, 2017 Due on Receipt INVOICE Top Task 300 Construction PM Professional Services Billing Level Administrative Lead Sour, Rebecca Catherine Sour, Rebecca Catherine Sour, Rebecca Catherine Sour, Rebecca Catherine Director/Principal Hill, Gregory G Hill, Gregory G Professional Services Subtotal Subconsultants Direct - Subconsultant Fees Carollo Engineers 154471 Subconsultants Subtotal Invoice Number Project Number Page 2 of 3 1159228 2002003609 Current Date Hours Rate Amount 01/05/17 0.25 136.91 34.23 01111117 0.50 136.91 68.46 01/12/17 0.25 136.91 34.23 01 /13/17 0.25 136.91 34.23 1.25 171.15 01110117 0.50 215.00 107.50 01111117 0.50 215.00 107.50 1.00 215.00 2.25 386.15 Date Cost % Current Amount Ol/11/17 3,254.45 10.00 3,579.90 3,579.90 Top Task 300 Total 3,966.05 Top Task 301 Construction Support Professional Services Billing Level Director/Principal Hill, Gregory G Engineering Geologist Haberman, Phillip Anthony (Phil) Haberman, Phillip Anthony (Phil) Haberman, Phillip Anthony (Phil) Haberman, Phillip Anthony (Phil) Current Date Hours Rate Amount 01 / 18/ 17 1.00 215.00 215.00 1.00 215.00 01 /02/ 17 2.00 166.36 332.72 01 /03/ 17 4.00 166.36 665.44 01/04/17 5.00 166.36 831.80 01/05/17 5.00 166.36 831.80 INVOICE Haberman, Phillip Anthony (Phil) Haberman, Phillip Anthony (Phil) Haberman, Phillip Anthony (Phil) Haberman, Phillip Anthony (Phil) Professional Services Subtotal Subconsuftants Direct - Subconsultont Fees Staheli Trenchless Consultants 16-179 Subconsuttants Subtotal Invoke Number Project Number 01 /06/ 17 1.00 166.36 01/09/17 2.00 166.36 01/11/17 4.00 166.36 01/12/17 4.00 166.36 27.00 28.00 Page 3 of 3 1159228 2002003609 166.36 332.72 665.44 665.44 4,491.72 4,706.72 Date Cost % Current Amount 12/29/16 895.00 10.00 984.50 984.50 Top Task 301 Total 5,691.22 Total Fees 8, Disbursements $9,657.27 INVOICE TOTAL (USD) $9,657.27 Engineers... Working Wonders With Water coder: rebecca saur Remit all electronic payments to the following account Bank: Zions Bancorporation Account Name: Carollo Depository ABA Number/ Routing Number #: 122105320 Account #: 560013387 Attn: Gregory Hill January 11, 2017 Stantec Consulting Services, Inc. Project No: 10463A.10 11130 NE 33rd Place, Suite 200 Invoice No: 0154471 Bellevue, WA 98004 City of Renton/Talbot Hill Sewer Relocabon Total Contract $30,000 Professional Services—"m December L 2016 to December 31, 2016 Professional Personnel Hours Rate Amount Engineers/Scientists YJaligorski, Erik 15.00 198.35 2,975.25 Support Staff Moreau, Elysia 1.00 92.00 92.00 Totals 16.00 3,067.25 Total Labor 3,067.25 Unit Billing PECE Charges 16.0 Hrs C 11.70 187.20 Total Units 187.20 187.20 Billing Limits Current Prior To -Date Total Billings 3,254.45 22,970.73 26,225.18 Limit 30,000.00 Remaining 3,774.82 Please Pay This Amount $3,254.45 Outstanding Invoices Number Date Balance 0153359 11/15/2016 15,765.55 0153744 12/9/2016 7,205.18 Total 22,970.73 REMIT TO: PO Box 30835 - Salt Lake Gty, UT 84130-0835 - 1.800.523.5822 Engineers... Working Wonders With Water® January 11, 2017 10463A.10 Stantec 11130 NE 33rd Place, Suite 200 Bellevue WA 98004-1465 Attention: Mr. Greg Hill, P.E. Subject: Talbot Hill Sewer Relocation Dear Greg, This monthly progress report is presented in three sections: Scope Report, Budget Report, and Schedule Report. The invoice, corresponding to the scope, schedule, and budget described in this report is enclosed. This Progress Report, and related invoice, represents work completed through December 2016. SCOPE REPORT This section outlines the work performed, submitted deliverables, and meetings held in the billing period, and summarizes work to be performed, and upcoming deliverables and meetings for the next billing period. ACTIVITIES PERFORMED DURING THIS BILLING PERIOD • Team coordination and monthly progress tracking. • Coordinated with GPR sub and scheduled GPR investigation. • Coordinate with Stantec and City on budget amendment request. Deliverables and Meetings 1. Conducted meeting with GPR sub. ACTIVITIES SCHEDULED FOR NEXT BILLING PERIOD • Team coordination and monthly progress tracking. • Conduct GPR investigation and coordinate data analysis. • Coordinate with City on construction status and completion. Deliverables and Meetings The following are the significant deliverables or meetings scheduled for the next billing period: 1. GPR investigation analysis. .s' 1218 Third Avenue. Suite 1600, Seeftle, Washington 98101 P.206.684.6532 F.206.903.0449 pwl. ua .io.c a»a�aa _ wollo.�oM, Mr. Greg Hill, P.E. Stantec January 11, 2017 Page 2 COST REPORT The current period cost, project accumulated expenditures to date, approved project budget, and estimated total project percent complete are presented in this section. Total Project Status The following summarizes the total project budget and billing to date. Total Project Budget $30,000.00 Current Billing (December 2016) $3,254.45 Previous Billing $22,970.73 Total Billing To Date $26,225.18 Budget Remaining $3,774.82 Percent Total Project Budget Expended 87% Estimated Total Project Percent Complete 85% SCOPE, BUDGET AND SCHEDULE ISSUES/CHANGES None. Please contact us if you have any questions on this project. Sincerely, CAROLLO ENGINEERS, INC. Erik Waligorski, P.E. EJW:Ilm Enclosures: Invoice No 154471 pw /Ca-c�" mLrr*M'CIPWIWXRv4oNIo4MA%PrpodAgmVP,o7mR.poftftYPLoec M&do« carollo.com STAHELI Trenehless Consultants Bill To 5405 196th St. SW Lynnwood WA 98036 425-2054930 Stantec Consulting Services, Inc. 11130 NE 33rd Place, Suite 200 Bellevue WA 98004-1465 coder: rebecca saur Invoice Date Invoice # 12/292016 16-179 Budget Amount Previously Invoiced This Invoice Invoiced to Date Percent Invoiced $1 19,137,89 $163,713.77 5895.00 $164,608.77 138% Item Description Quantity Rate Amount Professional Services 11,16.2016 - 12,15.2016 Owner. City of Renton Project: Talbot Hill Sewer Relocation (SR 167 IC/DC) Stantec Pipeline No. 442007 Change Order No. 1 Project Engineer I Matt Olson - Project Engineer 6 135.00 810.00 Admin Heidi Howard - Administrative Support 1 85.00 85.00 Total $895.00 Payments/Credits $0.00 Balance Due 5895 00 5 Stantec l ' / Bill To City of Renton Mike Benoit Wastewater Utility 5th Floor, City Hall 1055 Grady Way S. Renton WA 98055 United States INVOICE ✓F�� ;, . �pge 1 of 3 � / i Invoice Number 1173553 Invoice Date March 21, 2017 Customer Number 110474 Project Number 2002003609 v RECEIVED MAR 21 20V Utility Sy#Zm Project Description: Talbot Hill Sewer Relocation - Construction Services Stantec Project Manager. Stantec Office location: Current Invoice Due: For Period Ending: Please Remit To Stantec Consulting Services Inc. (SCSI) 13980 Collections Center Drive Chicago IL 60693 United States Federal Tax ID 11-2167170 Holladay, Bill Bellevue 33rd Place WA $35,019.22 February 24, 2017 Due on Receipt INVOICE Top Task 300 Construction PM Professional Services Billing Level Administrative Lead Sour, Rebecca Catherine Sour, Rebecca Catherine Sour, Rebecca Catherine Sour, Rebecca Catherine Professional Services Subtotal Invoice Number Project Number Date Hours Rate 02/08/17 0.75 136.91 02/09/17 0.25 136.91 02/ 16/ 17 0.25 136.91 02/22/17 0.25 136.91 1.50 1.50 Page 2 of 3 1173553 2002003609 Current Amount 102.68 34.23 34.23 34.23 205.37 205.37 Top Task 300 Total 205.37 Top Task 301 Construction Support Professional Services Billing level Director/Principal Hill, Gregory G Professional Services Subtotal SubconsuBants Direct - Subconsultant fees Carollo Engineers 155141 Carollo Engineers 153359 Carollo Engineers 153744 GPR Data Inc. 3533 Current Date Hours Rate Amount 02/06/17 0.50 215.00 107.50 0.50 107.50 0.50 107.50 Date Cost % Current Amount 02/09/17 3,754.31 10.00 4,129.74 11 / 15/ 16 15,765.55 10.00 17,342.11 12/09/16 7,205.18 10.00 7,925.70 01/09/17 4,690.00 10.00 5,159.00 Subconsultants Subtotal 34,556.55 Direct -Vehicle (mileage) Disbursements Subtotal Top Task 301 Total INVOICE Invoice Number Project Number Page 3 of 3 1173553 2002003609 Current Amount 149.80 149.80 34,813.85 Total Fees & Disbursements $35,019.22 INVOICE TOTAL (U$D) $35,019.22 coder: rebecca saur Engineers... Working Wonders With Water February 9, 2017 10463A.10 Stantec 11130 NE 33rd Place, Suite 200 Bellevue WA 98004-1465 Attention: Mr. Greg Hill, P.E. Subject: Talbot Hill Sewer Relocation Dear Greg, This monthly progress report is presented in three sections: Scope Report, Budget Report, and Schedule Report. The invoice, corresponding to the scope, schedule, and budget described in this report is enclosed. This Progress Report, and related invoice, represents work completed through January 2017. SCOPE REPORT This section outlines the work performed, submitted deliverables, and meetings held in the billing period, and summarizes work to be performed, and upcoming deliverables and meetings for the next billing period. ACTIVITIES PERFORMED DURING THIS BILLING PERIOD • Team coordination and monthly progress tracking. • Conduct GPR investigation and coordinate data analysis. • Coordinate with City on construction status and completion. Deliverables and Meetings 1. Review of GPR investigation analysis. ACTIVITIES SCHEDULED FOR NEXT BILLING PERIOD • Team coordination and monthly progress tracking. • Coordination of construction completion. • Construction Record Drawing coordination. Deliverables and Meetings The following are the significant deliverables or meetings scheduled for the next billing period: 1. Correspondence with City on construction completion. 1218 Third Avenue, Suite 1600, Seattle, Washington 98101 P. 206.684.6532 F. 206,903.0419 ►*-a"t ., r�iicaraidooc,�e�wc�anuwau�nnaeantat'r�ea�me�o�,a+��_��an�oii.aocc �arollo.com Mr. Greg Hill, P.E. Stantec February 9, 2017 Page 2 COST REPORT The current period cost, project accumulated expenditures to date, approved project budget, and estimated total project percent complete are presented in this section. A sub agreement change order has been requested for additional budget and is in the works. Total Project Status The following summarizes the total project budget and billing to date. Total Project Budget $30,000.00 Current Billing (January 2017) $3,754.31 Previous Billing $26,225.18 Total Billing To Date $29,979.49 Budget Remaining $20.51 Percent Total Project Budget Expended 99% Estimated Total Project Percent Complete 90% SCOPE, BUDGET AND SCHEDULE ISSUESICHANGES A budget request has been submitted and a sub agreement change order is in the works for an additional $15,000 to complete the construction coordination and CRD's. Please contact us if you have any questions on this project. Sincerely, CAROLLO ENGINEERS, INC. Z---f 12 . Erik Waligorski, P.E. EJW:Ilm Enclosures: Invoice No 155141 ' �: pwllC&-JWDocnrersCilereJY lA wW l.3W-AAIGProye MrmllrogmRopoaprq_Rp�_Ja, 2V17WM calollo.com CVlo Engineers... Working Wonders With Water® Remit all electronic payments to the following account Bank: Zions Bancorporation Account Name: Carollo Depository ABA Number/ Routing Number #: 122105320 Account #: 560013387 Attn: Gregory Hill February 9, 2017 Stantec Consulting Services, Inc. Project No: 10463A.10 11130 NE 33rd Place, Suite 200 Invoice No: 0155141 Bellevue, WA 98004 City of Renton/Talbot Hill Sewer Relocation Total Contract $30,000 Professional Services from lar-uary 1,2U7 to January 31, 2017 Professional Personnel Hours Rate Amount Engineers/Scientists Waligorski, Erik 17.75 198.35 3,520.71 Support Staff Moreau, Elysia .25 92.00 23.00 Totals 18.00 3,543.71 Total Labor 3,543.71 Unit Billing PECE Charges 18.0 Hrs g 11.70 210.60 Total Units 210.60 210.60 Billing Limits Current Prior To -Date Total Billings 3,754.31 26,225.18 29,979.49 Limit 30,000.00 Remaining 20.51 Please Pay This Amount $3,754.31 Outstanding Invoices Number Date Balance 0153359 11/15/2016 15,765.55 0153744 12/9/2016 7,205.18 0154471 1/11/2017 3,254.45 Total 26,225.18 REMIT TO: PO Box 30835 - Salt Lake City, UT 84130-0835 - 1.800.523.5822 Engineers... Working Wonders nth Water® coder; rebecca saur Remit all electronic payments to the following account Bank: Zions Bancorporation Account Name: Carollo Depository ABA Number/ Routing Number #: 122105320 Account #: 560013387 Attn: Gregory Hill Stantec Consulting Services, Inc. 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 City of Renton/Talbot Hill Sewer Relocation Total Contract $30,000 P_rofsssiona"Arvim-from September 1, 2016 to Odober 31, 2016 Professional Personnel, Engineers/Scientists Waligorski, Erik Totals Total Labor Reimbursable Expenses Auto Mileage 9/8/2016 Waligorski, Erik 9/9/2016 Waligorski, Erik 9/13/2016 Waligorski, Erik 9/28/2016 Waligorski, Erik Total Reimbursables Unit Billing PECE Charges Billing Limits Total Billings Limit Remaining Total Units November 15, 2016 Project No: 10463A.10 Invoice No: 0153359 Hours Rate Amount 75.50 198.35 14, 975.43 75.50 14,975.43 14,975.43 090STALBOT HILL SEWER 8.10 PROJECT-- 0909TALBOT HILL SEWER 16.20 PRO) ECT-- 0913TALBOT HILL SEWER 16.20 PROJECT-- 092BRENTON TALBOT 13.50 PROJECT-- 54.00 54.00 75.5 Hrs @ 9.75 736.12 736.12 736.12 Current Prior To -Date 15,765.55 0.00 15,765.55 30,000.00 14,234.45 Please Pay This Amount $15,765.55 REMIT TO: PO Box 30835 - Salt Lake Oy, UT 84130-0835 - 1,800,523.5822 Engineers... Working Wonders VKth Water® December 8, 2016 10463A.10 Stantec 11130 NE 33rd Place, Suite 200 Bellevue WA 98004-1465 Attention: Mr. Greg Hill, P.E. Subject: Talbot Hill Sewer Relocation Dear Greg, This monthly progress report is presented in three sections: Scope Report, Budget Report, and Schedule Report. The invoice, corresponding to the scope, schedule, and budget described in this report is enclosed. This Progress Report, and related invoice, represents work completed through October 2016. SCOPE REPORT This section outlines the work performed, submitted deliverables, and meetings held in the billing period, and summarizes work to be performed, and upcoming deliverables and meetings for the next billing period. ACTIVITIES PERFORMED DURING THIS BILLING PERIOD • Team coordination and monthly progress tracking. • Coordination with City and Staheli Trenchless on Guided Auger Bore construction. • Review of change order requests from Contractor. Deliverables and Meetings 1. Reviews of change order requests and meeting with Contractor. 2. On site meeting with guided auger bore contractor to discuss voids and mitigation measures. ACTIVITIES SCHEDULED FOR NEXT BILLING PERIOD • Team coordination and monthly progress tracking. • Work with City to determine method for testing of potential voids under 1-405. • Coordinate with City on change order requests. Deliverables and Meetings The following are the significant deliverables or meetings scheduled for the next billing period: 1. None. 1218 Third Avenue, Suite 1600, Seattle, Washingtor, 98101 R 206.684,6532 F. 206.903.0419 ncar�rorccvn�nsa•.l'hAlRe�tfarl6+b A1�F,�aq�,:�ros1 oa_�bdocx carollo.com Mr. Greg Hill, P.E. Stantec December 8, 2016 Page 2 COST REPORT The current period cost, project accumulated expenditures to date, approved project budget, and estimated total project percent complete are presented in this section. Total Project Status The following summarizes the total project budget and billing to date. Total Project Budget $30,000.00 Current Billing (October 2016) $15,765.55 Previous Billing $0.00 Total Billing To Date $15,765.55 Budget Remaining $14,234.45 Percent Total Project Budget Expended 53% Estimated Total Project Percent Complete 60% SCOPE, BUDGET AND SCHEDULE ISSUES/CHANGES None. Please contact us if you have any questions on this project. Sincerely, CAROLLO ENGINEERS, INC. Erik Waligorski, P.E. EJW:Ilm Enclosures: Invoice No. 153359 Pkv rer.c'0)�.RMWIDl5WOR'oWMr*?mWmRWo%?rq_RA-0cL2D16.d= Cimloxom C ' �� a J"''► �°�1$'1'i Engineers... Working Wonders With Water9 Remit all electronic payments to the following account Bank: Zions Bancorporation Account Name: Carollo Depository ABA Number/ Routing Number #: 122105320 Account #: 560013387 Attn: Gregory Hill Stantec Consulting Services, Inc. 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 City of Renton/Talbot Hill Sewer Relocation Total Contract $30,000 PrQf i n I ry from Novemb r 1, 2016 to November 30, 2016 Professional Personnel Engineers/Scientists Waligorski, Erik Support Staff Moreau, Elysia Totals Total Labor Reimbursable Expenses Auto Mileage 10/26/2016 Waligorski, Erik 11/4/2016 Waligorski, Erik 11/9/2016 Waligorski, Erik 11/14/2016 Waligorski, Erik Total Reimbursables Unit Billing PECE Charges Total Units Billing Limits Total Billings Limit Remaining Outstanding Invoices Number Date 0153359 11/15/2016 Total December 9, 2016 Project No: 10463A.10 Invoice No: 0153744 Hours Rate Amount 33.50 198.35 6,644.73 1.00 92.00 92.00 34.50 6,736,73 6,736.73 1026TALBOT HILL PROJECT-- 16.20 1104TALBOT HILL PROJECT-- 16.20 1109TALBOT HILL PROJECT-- 16.20 1114TALBOT HILL PROJECT-- 16.20 64.80 64.80 34.5 Hrs @ 11.70 403.65 403.65 403.65 Current Prior To -Date 7,205.18 15,765.55 22,970.73 30,000.00 7,029.27 Please Pay This Amount $7,205.18 Balance 15,765.55 15,765.55 REMIT TO: PO Box 30835 - Salt Lake City, UT 84130-0835 - 1800.523.5622 C CP.APWA*% #IF*, Engineers... Working Wonders With Water December 14, 2016 10463A.10 Stantec 11130 NE 33rd Place, Suite 200 Bellevue WA 98004-1465 Attention: Mr. Greg Hill, P.E. Subject: Talbot Hill Sewer Relocation Dear Greg, This monthly progress report is presented in three sections: Scope Report, Budget Report, and Schedule Report. The invoice, corresponding to the scope, schedule, and budget described in this report is enclosed. This Progress Report, and related invoice, represents work completed through November 2016. SCOPE REPORT This section outlines the work performed, submitted deliverables, and meetings held in the billing period, and summarizes work to be performed, and upcoming deliverables and meetings for the next billing period. ACTIVITIES PERFORMED DURING THIS BILLING PERIOD • Team coordination and monthly progress tracking. Is Work with City to determine method for testing of potential voids under 1-405. Deliverables and Meetings 1. Working on estimate to conduct GPR under 1-405. ACTIVITIES SCHEDULED FOR NEXT BILLING PERIOD • Team coordination and monthly progress tracking. • Prepare estimate to complete GPR under 1-405. • Coordinate with City on change order requests. Deliverables and Meetings The following are the significant deliverables or meetings scheduled for the next billing period: 1. None. 1218 Third Avenue, Suite 1600, Seattle, Washington 98101 P.206.684.6532 F.206.903,0419 r purl!CmaluDoamer.i� waRantru,r�l�i7,14Pr�iedMgm PnyrevReF«t�Pr0.RctNw-X!6as wdllo.eom Mr. Greg Hill, P.E. Stantec December 14, 2016 Page 2 COST REPORT The current period cost, project accumulated expenditures to date, approved project budget, and estimated total project percent complete are presented in this section. Total Project Status The following summarizes the total project budget and billing to date. Total Project Budget $30,000.00 Current Billing (November 2016) $7,205.18 Previous Billing $15,765.55 Total Billing To Date $22,970.73 Budget Remaining $7,029.27 Percent Total Project Budget Expended 77% Estimated Total Project Percent Complete 75% SCOPE, BUDGET AND SCHEDULE ISSUESICHANGES None. Please contact us if you have any questions on this project. Sincerely, CAROLLO ENGINEERS, INC. Erik Waligorski, P.E. EJW:Ilm Enclosures: Invoice No. 153744 pwlrC"WDocw,wiWCieftVM1AM nbMOl83AIDPoAdkiW VPWMRepm1&ft RKJ4W-Z15,d= carolkwom GPR Data Inc DATA 2580 Edgewater Dr. GROU PENETRATING RADAR FYDPPTC coder: rebecca saur Invoice Date Invoice # 1 /9117 3533 Bill To _ _ CAROLLO ENGINEERS, INC. ATTN: ERIK WALIGORSKI 1218 THIRD AVENUE, SUITE 1600 SEATTLE, WA 98101 Purchase Order# Terms Item HRSIQT... Description Rate Amo... JOB: 1-405, TALBOT HILL SEWER LOCATION: WA CONTACT: ERIK WALIGORSKI, (425) - 445 - 7751 FIELD COLL... FIELD COLLECTION TIME FOR DATA 4,690.00 4,690.00 USE 200 MHZ ANTENNA TO SCAN 60' X 40' AREA FOR DEEP PIPE VOIDING MOB MOBILIZATION TO/FROM DESTINATION BASE 1 SEATTLE 1-4051 BASE Total $4,690.00 Balance Due $4,690.00 Phone # Fax # E-mail Web Site 541-953-0039 541.683-6324 joe.shirleya@gprdata.com www.gprdata.com Stantec March 21, 2017 City of Renton Client # 110474 Planning/Building/Public Works Renton City Hall - 5th Floor 1055 South Grady Way Renton, WA 98055 us Project Summary List For the Period Ending 2/24/2017 REMITTANCE COPY Please Remit To: Stantec Consulting Services Inc. (SCSI) 13980 Collections Center Drive Chicago IL 60693 us Federal Tax ID 1 1-2167170 Invoice Project Number Project Name Invoice Date 2002003609 Talbot Hill - Construction Services 1173553 3/21 /2017 2002003611 Thunder Hills SS Interceptor Repl - Design and Construction 1173554 3/21 /2017 Total $35,019.22 $16, 466.23 Total for City of Renton $51,485.45 Stantec INVOICE t�� UUb ')-)Jo Page 1 of 2 ® � � Invoice Number A ' ' 1185640 Invoice Date April 18, 2017 Customer Number 110474 Project Number 2002003609 GJ Bill To Please Remit To City of Renton Stantec Consulting Services Inc. (SCSI) Mike Benoit Wastewater Utility RECEIVED Collections Center Drive Chicago IL 60693 5th Floor, City Hall APR 19 2017 United States 1055 Grady Way S Federal Tax ID Renton WA 98055 Utility Systems 11-2167170 United States Project Description: Talbot Hill Sewer Relocation - Construction Services Stantec Project Manager: Holladay, Bill Stantec Office location: Bellevue 33rd Place WA Current Invoice Due: $4,890.36 For Period Ending: March 31, 2017 Due on Receipt INVOICE Page 2 of 2 Invoice Number 1185640 Project Number 2002003609 Top Task 301 Construction Support Professional Servi5es Billing Level Current Date Hours Rate Amount Administrative Lead Sour, Rebecca Catherine 03/21 /17 0.50 142.38 71.1 y 0.50 71.19 Civil Specialist Mirochnik, Izabella 03/21 /17 4.00 119.76 479.04 Mirochnik, Izabella 03/23/17 2.00 119.76 239.52 Mirochnik, Izabella 03/28/17 2.50 119,76 299.40 Mirochnik, izabella 03/31 / 17 0.50 119.76 59.88 9.00 1,077.84 Professional Services Subtotal 9.50 1,149.03 Subconsvitants Date Cost % Current Amount Direct - Subconsultant Fees Carollo Engineers 03/10/17 2,909.10 10.00 3,200.01 155773 Jacobs Engineering Group Inc. 03/29/17 446.65 10.00 491.32 W 3X75900-02 Subconsultants Subtotal 3,691,33 Usages Current Amount Usage - Computer 03/21/17 30.00 03/28/17 20.00 Usages Subtotal 50.00 Top Task 301 Total " an " A .JV Total Fees 8, Disbursements $4,890.36 INVOICE TOTAL (USD) $4,B90.36 CCa f.A*. "'V% Engineers... Working Wonders With Water= March 9, 2017 io463A.io Stantec Consulting Services, Inc. 1113o NE 33rd Place, Suite 200 Bellevue WA 98004-1465 Attention: Mr. Greg Hill, P.E. Subject: Talbot Hill Sewer Relocation Dear Greg, coder: rebecca saur 1218 Third Avenue. Suite 1600, Seattle, Washington 98101 P. 206.684.6532 F. 2u6.903 0419 This monthly progress report is presented in three sections: Scope Report, Budget Report, and Schedule Report. The invoice, corresponding to the scope, schedule, and budget described in this report is enclosed. This Progress Report, and related invoice, represents work completed through February 2017. SCOPE REPORT This section outlines the work performed, submitted deliverables, and meetings held in the billing period, and summarizes work to be performed, and upcoming deliverables and meetings for the next billing period. ACTIVITIES PERFORMED DURING THIS BILLING PERIOD IN Team coordination and monthly progress tracking. • Coordination of construction completion. • Construction Record Drawing coordination. Deliverables and Meetings i. Correspondence with City on construction completion. ACTIVITIES SCHEDULED FOR NEXT BILLING PERIOD • Team coordination and monthly progress tracking. • Construction Record Drawing coordination. Deliverables and Meetings The following are the significant deliverables or meetings scheduled for the next billing period: 1. Working with Stantec to prepare construction record drawings. .�w'aCarclksDx_umerts`Chenth4A/Renton, 10463A4GProject Mgmt?rogmss RepertsiP-y Rpt =et 2017 WATER OUR FOCUS ,. ^ 1ID DIICIAleec Mr. Greg Hill Stantec Consulting Services, Inc March 9, 2017 Page 2 COST REPORT The current period cost, project accumulated expenditures to date, approved project budget, and estimated total project percent complete are presented in this section. A sub agreement change order has been requested for additional budget and is in the works. Total Project Status The following summarizes the total project budget and billing to date. Total Project Budget $45,000.00 Current Billing (February 2017) $2,909.10 Previous Billing $29,979.49 Total Billing To Date $32,888.59 Budget Remaining $12,111.41 Percent Total Project Budget Expended 73% Estimated Total Project Percent Complete 80% SCOPE, BUDGET AND SCHEDULE ISSUES/CHANGES Change Order #1, for $15,000, has been executed and included in this month's progress report and Project Budget. Please contact us if you have any questions on this project. Sincerely, CAROLLO ENGINEERS, INC. Erik Waligorski, P.E. EJW:IIm Enclosures: Invoice No 155773 cardlo.com Engineers... Working Wonders With Water Remit all electronic payments to the following account Bank: Zions Bancorporation Account Name: Carollo Depository ABA Number/ Routing Number #: 122105320 Account #: 560013387 Attn: Gregory Hill Stantec Consulting Services, Inc, 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 City of Renton/Talbot Hill Sewer Relocation Total Contract - $30,000 Change Order #1 - $15,000 Professional Services from February 1, 2017 to February 28, 2017 Professional Personnel Engineers/Scientists Waligorski, Erik Support Staff Moreau, Elysia Totals Total Labor Reimbursable Expenses Auto Mileage 1/9/2017 Waligorski, Erik 1/19/2017 Waligorski, Erik 1/31/2017 Waligorski, Erik Total Reimbursables Unit Billing PECE Charges Total Units Billing Limits Total Billings Limit Remaining Outstanding Invoices Number Date 0153359 11/15/2016 0153744 12/9/2016 0154471 1/11/2017 0155141 2/9/2017 Total March 10, 2017 Project No: Invoice No: Hours Rate 13.25 198.35 .75 92.00 14,00 10463A.10 0155773 Amount 2,628.14 69.00 2,697.14 2,697.14 0109RENTON TALBOT HILL 16.05 PROJECT-- 0119RENTON TALBOT HILL 16.05 PROJECT-- 0131RENTON TALBOT HILL 16.05 PROJECT-- 48.15 48.15 14.0 Hrs @ 11.70 163.81 163.81 163.81 Current Prior To -Date 2,909.10 29,979.49 32,888.59 45,000.00 12,111.41 Please Pay This Amount $2,909.10 Balance 15,765.55 7,205.18 3,254.45 3,754.31 29,979.49 REMIT TO: PO Box 30835 - Salt Lake City, Lrr 84130-0835 - 1.800.523.5822 coder: rebecca saur JACOBS' March 29, 2017 STANTEC CONSULTING SERVICES, INC. 11130 N.E. 33rd PLACE, SUITE 200 BELLEVUE, WA 98004 FOR PROFESSIONAL SERVICES RENDERED BETWEEN 11/04/16 - 02/17/17 LOANED EMPLOYEE AGREEMENT PROFESSIONAL SERVICES Invoice Number: W3X75900-02 JE Project Number: W3X75900 TALBOT DATE HOURS Rate Amount Due BRODAHL, ERIK 25-Nov-16 2.25 198.51 446.65 2.25 446.65 TOTAL $ 446.65 This statement may not include disbursements and other charges incurred during the period shown but not yet reflected on our accounting records. Terms: Net 30 days: Please reference Invoice number with all payments. Remit to: Jacobs Engineering Group, c/o Bank of America, 800 Market Street, Lockbox 18713F, St. Louis, MO 63150-8713 ACH or Wire Payment: ABA/Routing #111000012, Account #375091,6030 ® Stantec INVOICE �n� w Uv �� (Iv " 1 y Bill To City of Renton Mike Benoit Wastewater Utility Sth Floor, City Hall 1055 Grady Way S. Renton WA 98055 United States RECEIVED JUN 01 2017 Utility systems l� 0ool qa (age 1 of 3 Invoice Number r 1205587 Invoice Date lj June 1, 2017 Customer Number 110474 Project Number 2002003609 Please Remit To Stantec Consulting Services Inc. (SCSI) 13980 Collections Center Drive Chicago IL 60693 United States Federal Tax ID 11-2167170 Project Description: Talbot Hill Sewer Relocation - Construction Services CA�— IS; — 1 Stantec Project Manager: Wolf, Brian P Stantec Office location: Bellevue 33rd Place WA Current Invoice Due: $42,470.01 For Period Ending: April 28, 2017 Due on Receipt INVOICE Invoice Number Project Number Top Task 301 Construction Support Professional Services Billing Level Date Hours Rate Administrative Lead Sour, Rebecca Catherine 04/03/17 0.50 136.91 Sour, Rebecca Catherine 04/06/17 0.25 136.91 0.75 Civil Specialist Mirochnik, Izabella 04/04/17 2.00 119.76 Mirochnik, Izabella 04/06/17 6.00 119.76 Mirochnik, Izabella 0411 1117 3.00 119.76 Mirochnik, Izabella 04/12/17 4.00 119.76 Mirochnik, Izabella 04/18/17 2.00 119.76 Mirochnik, Izabella 04/21 / 17 1.00 119.76 18.00 Project Surveyor Lemasa, Michael J (Mike) 04/24/17 4.00 165.69 4.00 Professional Services Subtotal 22.75 Subconsuttants Direct - Subconsultant Fees Corolla Engineers 156513 Staheli Trenchless Consultants 16-139 Subconsuttants Subtotal Users Usage - Computer 04/04/17 04/06/17 04/11/17 04/12/17 04/18/17 Page 2 of 3 1205587 2002003609 Current Amount 68.46 34.23 102.69 239.52 718.56 359.28 479.04 239.52 119.76 2,155.65 662.76 662.76 2,921.13 Date Cost % Current Amount 04/07/17 1,013.13 10.00 1,1 14.44 10/24/16 34,817.67 10.00 38,299.44 39,413.88 Current Amount 10.00 40.00 30.00 35.00 20.00 Usages Subtotal 135.00 INVOICE Page 3 of 3 invoice Number 1205587 Project Number 2002003609 Top Task 301 Total 42,470.01 Total Fees & Disbursements $42,470.01 INVOICE TOTAL (USD) $42,470.01 c - co, - - -fff %, Engineers... Working Wonders With Water Remit all electronic payments to the following account Bank: Zions Bancorporation Account Name: Carollo Depository ABA Number/ Routing Number #: 122105320 Account#:560013387 Attn: Gregory Hill April 7, 2017 Stantec Consulting Services, Inc. Project No: 10463A.10 11130 NE 33rd Place, Suite 200 Invoice No: 0156513 Bellevue, WA 98004 City of Renton/Talbot Hill Sewer Relocation Total Contract - $30,000 Change Order #1 - $15,000 Professional Services from March 1, 2017 to Manch 31, 2017 Professional Personnel Hours Rate Amount Engineers/Sdentists Waligorski, Erik 4.50 198.35 892.58 Support Staff Moreau, Elysia .50 92.00 46.00 Totals 5.00 938.58 Total (labor 938.58 Reimbursable Expenses Auto Mileage 3/20/2017 Waligor5ki, Erik 0320RENTON TALBOT 16.05 PROJECT— Total Reimbursables 16.05 16705 Unit Billing PECE Charges 5.0 Hrs @ 11.70 58.50 Total Units 58.50 58.50 Billing Limits Current Prior To -Date Total Billings 1,013.13 32,888.59 33,901.72 Limit 45,000.00 Remaining 11,098.28 Please Pay This Amount $1,013.13 Outstanding Invoices Number Date Balance 0153359 11/15/2016 15,765.55 0153744 12/9/2016 7,205.18 0155141 2/9/2017 3,754.31 0155773 3/10/2017 2,909.10 Total 29,634.14 REMIT TO: PO Box 30835 - Salt Lake City, UT 84130-0835 - 1.800.523.5822 STAHELI TrencW-ss Consultants Bill To 5405 196th St. SW Lynnwood WA 98036 425-2054930 Stantee Consulting Services, Inc. 11130 NE 33rd Place, Suite 200 Bellevue WA 98004-1465 coder: rebecca sat Invoice Date Invoice # 10/24/2016 16-139 Budget Amount Previously Invoiced This Invoice Invoiced to Date Percent Invoiced $119,137.89 $102,874.85 $34,817.67 $137,692.52 11600 Item Description Quantity Rate Amount Professional Services 09.16.2016 - 10.15,2016 Owner. City of Renton Project: Talbot Hill Sewer Relocation (SR 167 IC/DC) Stantec Pipeline #442007 Change Order No. I Admin Heidi Howard - Administrative Support 12 85.00 1,020.00 Principal Kim Staheli - Principal Engineer 12 215.00 2,580.00 Staff Engineer Dylan Davidson - Staff Engineer 85 120.00 10,200.00 Deputy CM Joel Staheli - Trenchless Inspector 13 130.00 1,690.00 Project Engineer I Matt Olson - Project Engineer 31.5 135.00 4,252.50 Principal Engineer... Brad Moore - Principal Engineer 5 205.00 1,025.00 Inspector Rick Hyatt - Construction Inspector 114 120.00 13,680.00 Mileage On site inspections 695.5 0.54 370.17 Total $34,817.67 Payments/Credits $0.00 Balance Due $34,917.67 ® Stantec I Jv'f i V Bill To City of Renton Mike Benoit Wastewater Utility 51h Floor, City Hall 1055 Grady Way S. Renton WA 98055 United States -(T-�'6�3 wws INVOICE RECEIVED JUN 2 3 2017 Utility Systems Invoice Number Invoice Date Customer Number Project Number Project Description: Talbot Hill Sewer Relocation - Construction Services l Q61)W Y , # el SY(. 55 Page 1 of 3 M (�� 1216189 June 22, 2017 110474 2002003609 Please Remit To Stantec Consulting Services Inc. (SCSI) 13980 Collections Center Drive Chicago IL 60693 United States Federal Tax ID 11-2167170 Stantec Project Manager. Wolf, Brion P Stantec Office Location: Bellevue 33rd Place WA Current Invoice Due: $6,541.55 For Period Ending: June 16, 2017 Due on Receipt INVOICE Top Task 301 Construction Support Professional Services Billing level Administrative Lead Sour, Rebecca Catherine Sour, Rebecca Catherine Sour, Rebecca Catherine Sour, Rebecca Catherine Sour, Rebecca Catherine Sour, Rebecca Catherine Sour, Rebecca Catherine Civil Specialist Mirochnik, Izabella Mirochnik, Izabella Mirochnik, Izabella Mirochnik, Izabella Mirochnik, Izabella Mirochnik, Izabella Project Surveyor Lemasa, Michael J (Mike) Lemaso, Michael J (Mike) Professional Services Subtotal Subconsuifants Direct - Subconsuitant Fees Carollo Engineers 157551 Carollo Engineers 158243 Jacobs Engineering Group Inc. W 3X75900-03 Subconsultants Subtotal Invoice Number Project Number Page 2 of 3 1216189 2002003609 Current Date Hours Rate Amount 05/02/ 17 0.25 142.38 35.60 05/17/17 0.25 142.38 35.60 05/22/ 17 0.50 142.38 71.19 06/01/17 0.25 142.38 35.60 06/13/17 0.50 142.38 71.19 O6/14/17 0.25 142.38 35.60 06/16/17 1.50 142.38 213.57 3.50 498.35 05/02/ 17 1.00 119.76 119.76 06/05/17 2.00 119.76 239.52 06/12/17 1.00 119.76 119.76 06/13/17 4.25 119.76 508.98 06/14/17 6.00 119.76 718.56 06/16/17 3.00 119.76 359.28 17.25 2,065.86 06/05/17 1.00 165.69 165.69 06/14/17 3.00 165.69 497.07 4,00 662.76 24.75 3,226.97 Date Cost % Current Amount 05/10/17 1,155.28 10.00 1,270.81 O6115117 995.75 10.00 1,095.33 05111117 794.04 10.00 873.44 3,239.58 Current Amount INVOICE Page 3 of 3 Invoice Number 1216189 Project Number 2002003609 Usage - Computer 06/13/17 20.00 06/14/17 35.00 06/16/17 20.00 Usages Subtotal 75.00 Top Task 301 Total 6,541.55 Total Fees & Disbursements $6,541.55 INVOICE TOTAL (USD) $6,541.55 Engineers... Working Wonders With Wafer® coder: rebecca saur Remit all electronic payments to the following account Bank: Zlons Bancorporation Account Name: Carollo Depository ABA Number/ Routing Number #: 122105320 Account #: 560013387 Attn: Gregory Hilo May 10, 2017 Stantec Consulting Services, Inc. Project No: 10463A.10 11130 NE 33rd Place, Suite 200 Invoice No: 0157551 Bellevue, WA 98004 City of Renton/Talbot Hill Sewer Relocation Total Contract - $30,000 Change Order #1 - $15,000 Professional Services from April 1, 2017 to April 30, 2017 Professional Personnel Hours Rate Amount Engineers/Scientists Waligorski, Erik 5.50 198.35 1,090.93 Totals 5.50 1,090.93 Total labor 1,090.93 Unit Billing PECE Charges 5.5 Hrs @ 11.70 64.35 Total Units 64.35 64.35 Billing limits Current Prior To -Date Total Billings 1,155.28 33,901.72 35,057.00 Umit 45,000.00 Remaining 9,943.00 Please Pay This Amount $1,155.28 Outstanding Invoices Number Date Balance 0155773 3/10/2017 2,909.10 0156513 4/7/2017 1,013.13 Total 3,922.23 REMIT TO: PO Box 30835 - S31t Lake City, UT 84130-0835 - 1.800.523.5822 1218 Third Avenue, Suite 1600, Seattle, Washington 98101 P. 205.684.6532 F 206.903.0419 Ergr'n4ers...Working Wonders With Water* May 9, 2017 3.0463A.io Stantec Consulting Services, Inc. 1113o NE 33rd Place, Suite 200 Bellevue WA 98004-3-465 Attention: Mr. Greg Hill, P.E. Subject: Talbot Hill Sewer Relocation Dear Greg, This monthly progress report is presented in three sections: Scope Report, Budget Report, and Schedule Report. The invoice, corresponding to the scope, Schedule, and budget described in this report is enclosed. This Progress Report, and related invoice, represents work completed through April 2017. SCOPEREPORT This section outlines the work performed, submitted deliverables, and meetings held in the billing period, and summarizes work to be performed, and upcoming deliverables and meetings for the next billing period. ACTIVITIES PERFORMED DURING THIS BILLING PERIOD • Team coordination and monthly progress tracking. • Construction Record Drawing coordination. Deliverables and Meetings 1. Correspondence with City on construction completion and construction record drawings. ACTIVITIES SCHEDULED FOR NEXT BILLING PERIOD • Team coordination and monthly progress tracking. • Construction Record Drawing coordination. Deliverables and Meetings The following are the significant deliverables or meetings scheduled for the next billing period: i. Working with Stantec to prepare final construction record drawings. pw, CarcHoDxLcnenrs�,C'wnLlNA/Rent3n"346 iAt p/Pr31en MgmVPmgress RW,s'Arg Rpi Feo 2G17 WATER OUR FOCUS OUR BUSINESS --�. OUR PASSION Mr. Greg Hill Stantec Consulting Services, Inc May 9, zoi7 Page z COST REPORT The current period cost, project accumulated expenditures to date, approved project budget, and estimated total project percent complete are presented in this section. A sub agreement change order has been requested for additional budget and is in the works. Total Project Status The following summarizes the total project budget and billing to date. Total Project Budget $45,000.00 Current Billing (February 2017) $1,255.28 Previous Billing $33,901.72 Total Billing To Date s35,057.00 Budget Remaining $9,943.00 Percent Total Project Budget Expended 78% Estimated Total Project Percent Complete 90% SCOPE, BUDGET AND SCHEDULE ISSUES/CHANGES None. Please contact us if you have any questions on this project. Sincerely, CAROLLO ENGINEERS, INC. Erik Waligorski, P.E. EJW:ejw Enclosures: Invoice No 157551 carollo.com Engineers... Working Wonders With Water Attn: Gregory Hill Stantec Consulting Services, Inc. 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 City of Renton/Talbot Hill Sewer Relocation Total Contract - $30,000 Change Order #1 - $15,000 Professional Services from May 1, 2017 to May 31, 2017 Professional Personnel Engineers/Scientists Waligorski, Erik Support Staff Losacco, Patricia Totals Total Labor Unit Billing PECE Charges Total Units Billinq Limits Total Billings Limit Remaining Outstanding Invoices Number Date 0156513 4/7/2017 0157551 5/10/2017 Total coder: rebecca saur Remit all electronic payments to the following account Bank: Zions Bancorporation Account Name: Carollo Depository ABA Number/ Routing Number M 122105320 Account 560013387 June 15, 2017 Project No: 10463A.10 Invoice No: 0158243 Hours Rate Amount 4.00 198.35 793.40 1.50 92.00 138.00 5.50 931.40 931.40 5.5 Hrs C6 11.70 64.35 64.35 64.35 cn♦ rnur To -Date 995.75 35,OS7.00 36,052.75 45,000.00 8,947.25 Please Pay This Amount $995.75 Balance 1,013.13 1,155.28 2,168.41 REMIT TO: PO Bcx 30835 - Salt Lake City, UT 84130-0835 - 1.800.523.5822 �it7 • ` : a Engineers... Working Wonders With Water* June 18, 2017 20463A.io Stantec Consulting Services, Inc. 1113o NE 33rd Place, Suite 200 Bellevue WA 98004-1465 Attention: Mr. Greg Hill, P.E. Subject: Talbot Hill Sewer Relocation Dear Greg, 1218 Third Avenue, 5jrte 1600, Seatt!e.'Washington 98101 P. 206.684.6532 F 206.903 0419 This monthly progress report is presented in three sections: Scope Report, Budget Report, and Schedule Report. The invoice, corresponding to the scope, schedule, and budget described in this report is enclosed. This Progress Report, and related invoice, represents work completed through May 2017. SCOPEREPORT This section outlines the work performed, submitted deliverables, and meetings held in the billing period, and summarizes work to be performed, and upcoming deliverables and meetings for the next billing period. ACTIVITIES PERFORMED DURING THIS BILLING PERIOD • Team coordination and monthly progress tracking. • Construction Record Drawing coordination. Deliverables and Meetings 1. Correspondence with City on construction completion and construction record drawings. ACTIVITIES SCHEDULED FOR NEXT BILLING PERIOD • Team coordination and monthly progress tracking. • Construction Record Drawing coordination. Deliverables and Meetings The following are the significant deliverables or meetings scheduled for the next billing period: i. Working with Stantec to prepare final construction record drawings. pr tlC3roCuDximent51C1ientWA/RegIW10463AtO,Proecthig�,ntPro7essReporsPrg Rp Feb?371 -T V WATER OUR FOCUS OUR BUSINESS OUR PASSION Mr. Greg Hill Stantec Consulting Services, Inc June 18, 2oi7 Page z COST REPORT The current period cost, project accumulated expenditures to date, approved project budget, and estimated total project percent complete are presented in this section. A sub agreement change order has been requested for additional budget and is in the works. Total Project Status The following summarizes the total project budget and billing to date. Total Project Budget $45,000.00 Current Billing (May 2027) $995.75 Previous Billing $35,057.00 $36,052.75 Total Billing To Date Budget Remaining $8,947.25 Percent Total Project Budget Expended 8o% Estimated Total Project Percent Complete 92% SCOPE, BUDGET AND SCHEDULE ISSUES/CHANGES None. Please contact us if you have any questions on this project. Sincerely, CAROLLO ENGINEERS, INC. Erik Waligorski, P.E. EJW:ejw Enclosures: Invoice No 157551 bc� . carollo.com W— JACOBS May 11, 2017 STANTEC CONSULTING SERVICES, INC 11130 N.E. 33rd PLACE, SUITE 200 BELLEVUE, WA 98004 FOR PROFESSIONAL SERVICES RENDERED BETWEEN 02/18/17 - 0412BJ17 LOANED EMPLOYEE AGREEMENT PROFESSIONAL SERVICES I'woce Number: W3X75900-03 JE Project Number. W3X75900 TALBOT DATE HOURS Rate Amount Due BRODAHL, ERIK BRODAHL, ERIK 24-Mar-17 0.25 198.51 49.63 31-Mar-17 3.75 198.51 744.41 4.00 794.04 TOTAL S 794.04 coder: rebecca saur This statement may not include disbursements and other charges incurred during the period shown but not yet reflected on our accounting records Terms: Net 30 days: Please reference invoice number with al payments. Remit to: Jacobs Englneering Group, c/o Bank of America, 80C Market Street, Lockbox 18713F, St Louis. MO 63150-8713 ACIi or Wire Payment: ABAlRo,;*.'ng 1t111C0DO12. Ac=--,n.t ft3750916030 -xpdetl.rpt 16127/2017 10:29AM Periods: 7 through 12 126 WASTEWATER CIP 165506 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 118 PW UTILITY SYSTEMS account Number ,94.35.63.000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 07/01/2016 invoice IN Pay Est #1 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor 071019 SCARSELLA BROTHERS INC 07/01/2016 encumber LI Pay Est #1 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor. 071019 SCARSELLA BROTHERS INC 07/01/2016 invoice IN Pay Est#1 Line Description: Sales Tax Vendor 071019 SCARSELLA BROTHERS INC 07/01/2016 encumber PO 18/0001991 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor 071019 SCARSELLA BROTHERS INC 07/06/2016 invoice IN 1069541 Line Description: CAG-15-120, Talbot Hill Sewer Vendor 077215 STANTEC CONSULTING SVCS INC 07/06/2016 encumber LI 1069541 Line Description: CAG-15-120, Talbot Hill Sewer Vendor 077215 STANTEC CONSULTING SVCS INC 07/31/2016 cashtrans GJ TR16-07-029 Line Description: 2016-07 SOFT CIP 07/31/2016 cashtrans GJ TR16-07-029 Line Description: 2016-07 SOFT CIP 08/02/2016 invoice IN PC/Finance Line Description: Michael Benoit - Parking for c Vendor 015940 CITY OF RENTON 08/08/2016 invoice IN 1082193 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor 077215 STANTEC CONSULTING SVCS INC 08/08/2016 encumber LI 1082193 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor 077215 STANTEC CONSULTING SVCS INC Expenditure Detail Report City of Renton 07/01/2016 through 12/31/2016 Adjusted Appropriation 4 600,000 00 Document Description Check # 348490 Expenditures Year-to-date Year-to-date Expenditures Encumbrances 0.00 136,513.87 12,814.60 CAG-16-036 TALBOT HILL SEW Document Description : CAG-16-036 TALBOT HILL SEW Check # 348490 1,217.39 Document Description: CAG-16-036 TALBOT HILL SEW Check # 348490 Document Description: CAG-16-036 TALBOT HILL SEW Check # 0 15,750 67 Document Description : CAG-15-120, TALBOT HILL SE" Check # 348491 Document Description : CAG-15-120, TALBOT HILL SE\A Check # 348491 2,194,06 Document Description: 2016-07 WASTEWATER SOFT C 4,875.05 Document. Description: 2016-07 WASTEWATER SOFT C 500 Document Description: MICHAEL BENOIT - PARKING Fi Check # 349330 15, 915.39 Document Description : CAG-15-120, ADD #1-16, TALBC Check # 349602 Document Description : CAG-15-120, ADD #1-16, TALBC Check # 349602 322,005.07 -12,814.60 3,183, 440.94 -15,75&67 -15,915.39 Page: 1 Prct Balance Used 4,141,481.06 9.97 Page mpdetl.rpt 16/27/2017 10:29AM Deriods: 7 through 12 126 WASTEWATER CIP 165506 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 118 PW UTILITY SYSTEMS account Number -94.35,63.000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 08/11/2016 invoice IN Pay Est #2 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor 071019 SCARSELLA BROTHERS INC 08/11/2016 encumber LI Pay Est #2 Line Description. CAG-16-036 Talbot Hill Sewer R Vendor 071019 SCARSELLA BROTHERS INC 08/11/2016 invoice IN Pay Est#2 Line Description: Sales Tax Vendor 071019 SCARSELLA BROTHERS INC 08/31/2016 cashtrans GJ TR16-08-025 Line Description: 2016-08 SOFT CIP 08/31/2016 cashtrans GJ TR16-08-025 Line Description: 2016-08 SOFT CIP 09/13/2016 invoice IN Pay Est #3 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor 071019 SCARSELLA BROTHERS INC 09/13/2016 encumber LI Pay Est #3 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor 071019 SCARSELLA BROTHERS INC 09/13/2016 invoice IN Pay Est #3 Line Description: Sales Tax Vendor 071019 SCARSELLA BROTHERS INC 09/19/2016 invoice IN 1097807 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor 077215 STANTEC CONSULTING SVCS INC 09/19/2016 encumber LI 1097807 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor 077215 STANTEC CONSULTING SVCS INC 09/30/2016 cashtrans GJ TR16-09-025 Line Description: 2016-09 SOFT CIP 09/30/2016 cashtrans GJ TR16-09-025 Line Description: 2016-09 SOFT CIP Expenditure Detail Report City of Renton 07/01/2016 through 12/31/2016 Adjusted Appropriation (Continued) Page: 2 Year-to-date Year-to-date Prct Expenditures Expenditures Encumbrances Balance Used 72,379.00 Document Description: CAG-16-036 TALBOT HILL SEW Check # 349577 -72,379,00 Document Description: CAG-16-036 TALBOT HILL SEW Check # 349577 6,876.00 Document Description: CAG-16-036 TALBOT HILL SEW Check # 349577 2,571.74 Document Description: 2016-08 WASTEWATER SOFT C 5,737.18 Document Description: 2016-08 WASTEWATER SOFT C 1, 699, 200.00 Document Description: CAG-16-036 TALBOT HILL SEW Check # 350463 -1,699,200.00 Document Description : CAG-16-036 TALBOT HILL SEW Check # 350463 161,424.00 Document Description: CAG-16-036 TALBOT HILL SEW Check # 350463 21, 527.81 Document Description : CAG-15-120, ADD #1-16, TALBC Check # 350880 -21, 527.81 Document Description : CAG-15-120, ADD #1-16, TALBC Check # 350880 4,594.47 Document Description: 2016-09 WASTEWATER SOFT C 5,12247 Document Description : 2016-09 WASTEWATER SOFT C Page: 2 xpdetl.rpt 6/27/2017 10:29AM 'eriods: 7 through 12 Expenditure Detail Report City of Renton 07/01/2016 through 12/31/2016 26 WASTEWATER CIP 65506 TALBOT HILL SEWER REPLACEMENT (SR167 ICI 18 PW UTILITY SYSTEMS Adjusted Year-to-date Year-to-date Iccount Number Appropriation Expenditures Expenditures Encumbrances 94.35.63.000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ (Continued) 10/18/2016 invoice IN 1111181 12,823.20 Line Description: CAG-15-120, ADD #1-16, Talbot Document Description CAG-15-120, ADD #1-16, TALBC Vendor: 077215 STANTEC CONSULTING SVCS INC Check # 351891 10/18/2016 encumber LI 1111181 -12,823.20 Line Description: CAG-15-120, ADD #1-16, Talbot Document Description : CAG-15-120, ADD #1-16, TALBC Vendor 077215 STANTEC CONSULTING SVCS INC Check # 351891 10/26/2016 invoice IN Pay Est #4 23,867.14 Line Description: Sales Tax Document Description : CAG-16-036 TALBOT HILL SEW Vendor 071019 SCARSELLA BROTHERS INC Check: # 351873 10/26/2016 invoice IN Pay Est #4 251,233,00 Line Description: CAG-16-036 Talbot Hill Sewer R Document Description : CAG-16-036 TALBOT HILL SEW Vendor 071019 SCARSELLA BROTHERS INC Check; # 351873 10/26/2016 encumber LI Pay Est #4 -251,233.00 Line Description: CAG-16-036 Talbot Hill Sewer R Document Description: CAG-16-036 TALBOT HILL SEW Vendor 071019 SCARSELLA BROTHERS INC Check. # 351873 10/31/2016 cashtrans GJ TR16-10-023 5,609 57 Line Description: 2016-10 SOFT CIP Document Description : 2016-10 WASTEWATER SOFT C 10/31/2016 cashtrans GJ TR16-10-023 5.166.21 Line Description: 2016-10 SOFT CIP Document Description: 2016-10 WASTEWATER SOFT C 11/07/2016 invoice IN 30015930 950.00 Line Description: Talbot Hill Relocation IW Lett Document Description: TALBOT HILL RELOCATION IW Vendor 041608 KING CNTY FINANCE Check # 352179 11/22/2016 invoice IN 1128282 56,244.05 Line Description: CAG-15-120, ADD #1-16, Talbot Document Description : CAG-15-120, ADD #1-16, TALBC Vendor: 077215 STANTEC CONSULTING SVCS INC Check # 352614 11/22/2016 encumber LI 1128282 -56,244.05 Line Description: CAG-15-120, ADD #1-16, Talbot Document Description : CAG-15-120, ADD #1-16, TALBC Vendor 077215 STANTEC CONSULTING SVCS INC Check # 352614 11/30/2016 cashtrans GJ TR16-11-043 6,249,04 Line Description: 2016-11 SOFT CIP Document Description : 2016-11 WASTEWATER SOFT C 11/30/2016 cashtrans GJ TR16-11-043 4,57215 Line Description: 2016-11 SOFT CIP Document Description : 2016-11 WASTEWATER SOFT C Page: 3 Prct Balance Used Page: 3 xpdetl.rpt 6/27/2017 10:29AM 3eriods: 7 through 12 26 WASTEWATER CIP 65506 TALBOT HILL SEWER REPLACEMENT (SR167 ICI 18 PW UTILITY SYSTEMS Iccount Number 94.35.63.000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 12/07/2016 invoice IN Pay Est #5 Line Description: Sales Tax Vendor 071019 SCARSELLA BROTHERS INC 12/07/2016 invoice IN Pay Est #5 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor 071019 SCARSELLA BROTHERS INC 12/07/2016 encumber LI Pay Est #5 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor 071019 SCARSELLA BROTHERS INC 12/08/2016 invoice IN 1134256 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor 077215 STANTEC CONSULTING SVCS INC 12/08/2016 encumber LI 1134256 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor 077215 STANTEC CONSULTING SVCS INC 12/29/2016 encumber CO 18/0001991 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor 071019 SCARSELLA BROTHERS INC 12/30/2016 encumber CO 18/0001991 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor 071019 SCARSELLA BROTHERS INC 12/30/2016 invoice IN 91668 Line Description: Talbot Hill Sewer Relocations Vendor 000034 AAR TESTING LABORATORY INC 12/30/2016 invoice IN 1147333 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor: 077215 STANTEC CONSULTING SVCS INC 12/30/2016 encumber LI 1147333 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor 077215 STANTEC CONSULTING SVCS INC Expenditure Detail Report City of Renton 07/0,112016 through 12131/2016 Page: 4 Adjusted Year-to-date Year-to-date Prct Appropriation Expenditures Expenditures Encumbrances Balance Used (Continued) 18,438.27 Documen' Description : CAG-16-036 TALBOT HILL SEW Check # 353011 194,087.00 Document. Description : CAG-16-036 TALBOT HILL SEW ChecK # 353011 Document Description : CAG-16-036 TALBOT HILL SEW Check # 353011 746.20 Document Description : CAG-15-120, ADD #1-16, TALBC Check # 353032 Document Description : CAG-15-120, ADD #1-16, TALBC Check # 353032 Document Description : CAG-16-036 TALBOT HILL SEW Check # 0 Document Description CAG-16-036 TALBOT HILL SEW Check; # 0 450.00 Document Description : TALBOT HILL SEWER RELOCA- Check. # 353523 30,868.61 Document Description : CAG-15-120, ADD #1-16, TALBC Check # 354061 Document Description : CAG-15-120, ADD #1-16, TALBC Check # 354061 -194,087.00 -746.20 -11,201.85 109, 348.80 -30, 868 61 Page: 4 xpdetl.rpt 6/27/2017 10:29AM "eriods: 7 through 12 26 WASTEWATER CIP 65506 TALBOT HILL SEWER REPLACEMENT (SR167 ICI 18 PW UTILITY SYSTEMS Iccount Number 94.35.63.000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 12/31/2016 invoice IN Pay Est#6 Line Description: Sales Tax Vendor 071019 SCARSELLA BROTHERS INC 12/31/2016 POCLOSE CL 18/0001991 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor 071019 SCARSELLA BROTHERS INC 12/31/2016 encumber LI Pay Est #6 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor 071019 SCARSELLA BROTHERS INC 12/31/2016 invoice IN Pay Est #6 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor 071019 SCARSELLA BROTHERS INC 12131/2016 POCLOSE CL 18/0001988 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor 077215 STANTEC CONSULTING SVCS INC 12/31/2016 cashtrans GJ TR16-12-036 Line Description: 2016-12 SOFT CIP 12/31/2016 cashtrans GJ TR16-12-036 Line Description: 2016-12 SOFT CIP 94.35,63.000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ Total WASTEWATER CIP Grand Total Expenditure Detail Report City of Renton 07/0'1/2016 through 12/31/2016 Adjusted Appropriation (Continued) Year-to-date Expenditures Expenditures 35,598.70 Document Description: CAG-16-036 TALBOT HILL SEW Check # 353723 Document: Description : CAG-16-036 TALBOT HILL SEW Check # 0 Document Description : CAG-16-036 TALBOT HILL SEW Chec!< # 353723 374,723.21 Document Description : CAG-16-036 TALBOT HILL SEW Check # 353723 Document Description: CAG-15-120, ADD #1-16, TALBC Check # 0 5,993.98 Document Description : 2016-12 WASTEWATER SOFT C 7,079.79 Document Description : 2016-12 WASTEWATER SOFT C 4,600,000.00 3,066,904.95 3,203,418.82 4,600,000.00 3,066,904.95 3,203,418.82 4,600,000.00 3,066.904 95 3,203,418.82 Page: 5 Year-to-date Prct Encumbrances Balance Used -677,151.08 -374, 723.21 -48.532.45 119,596.69 119.596.69 119, 596.69 1,276,984.49 72.24 1,276,984.49 72.24 1,276,984.49 72.24 Page: 5 xpdetl.rpt 6/27/2017 10:30AM 3eriods: 1 through 6 26 WASTEWATER CIP 65506 TALBOT HILL SEWER REPLACEMENT (SR167 ICI 18 PW UTILITY SYSTEMS Iccount Number 94.35 63.000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 0110112017 encumber OP 18/0001991 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor 071019 SCARSELLA BROTHERS INC 01 /01 /2017 encumber OP 18/0001988 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor 077215 STANTEC CONSULTING SVCS INC 01/31/2017 cashtrans GJ TR17-01-020 Line Description: 2017-01 SOFT CIP 01/31/2017 cashtrans GJ TR17-01-020 Line Description: 2017-01 SOFT CIP 02/15/2017 invoice IN 1159228 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor 077215 STANTEC CONSULTING SVCS INC 02/15/2017 encumber LI 1159228 Line Description. CAG-15-120, ADD #1-16, Talbot Vendor: 077215 STANTEC CONSULTING SVCS INC 0212112017 invoice IN 91776 Line Description: Talbot Hill Sewer Relocations Vendor 000034 AAR TESTING LABORATORY INC 02/22/2017 invoice IN Pay Est #7 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor 071019 SCARSELLA BROTHERS INC 02/22/2017 encumber LI Pay Est #7 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor 071019 SCARSELLA BROTHERS INC 02/22/2017 invoice IN Pay Est #7 Line Description: Sales Tax Vendor 071019 SCARSELLA BROTHERS INC 02/24/2017 encumber CO 18/0001991 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor 071019 SCARSELLA BROTHERS INC Expenditure Detail Report City of Renton 01/01/2017 through 06/30/2017 Adjusted Appropriation Expenditures 0 00 0.00 Page: 1 Year-to-date Year-to-date Expenditures Encumbrances Balance 0.00 0.00 0.00 677.151.08 Document Description : CAG-16-036 TALBOT HILL SEW Check # 0 Document Description: CAG-15-120, ADD #1-16, TALBC Check # 0 4,367.71 Document Description: 2017-01 WASTEWATER SOFT C 6,70939 Document Description : 2017-01 WASTEWATER SOFT C 9,657.27 Document Description : CAG-15-120, ADD #1-16, TALBC Check # 354714 Document Description : CAG-15-120, ADD #1-16, TALBC Check # 354714 466.00 Document Description : TALBOT HILL SEWER RELOCA-. Check # 354538 184, 209.17 Document Description : CAG-16-036 TALBOT HILL SEW Check # 354704 Document Description : CAG-16-036 TALBOT HILL SEW Check # 354704 17,499,87 Document Description : CAG-16-036 TALBOT HILL SEW Check # 354704 Document Description : CAG-16-036 TALBOT HILL SEW Check # 0 48.532.45 -9.657.27 -184, 209.17 10,145.18 Page: Prct Used 000 !xpdetl.rpt 16127/2017 10:30AM Periods: 1 through 6 t26 WASTEWATER CIP t65506 TALBOT HILL SEWER REPLACEMENT (SR167 ICI 118 PW UTILITY SYSTEMS Iccount Number 94.35.63.000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 02/24/2017 encumber CO 18/0001991 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor 071019 SCARSELLA BROTHERS INC 02/27/2017 encumber CO 18/0001988 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor 077215 STANTEC CONSULTING SVCS INC 02/28/2017 cashtrans GJ TR17-02-033 Line Description: 2017-02 SOFT CIP 02/28/2017 cashtrans GJ TR17-02-033 Line Description: 2017-02 SOFT CIP 03/21/2017 invoice IN 1173553 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor 077215 STANTEC CONSULTING SVCS INC 03/21/2017 encumber LI 1173553 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor 077215 STANTEC CONSULTING SVCS INC 03/31/2017 cashtrans GJ TR17-03-032 Line Description: 2017-03 SOFT CIP 03/31/2017 cashtrans GJ TR17-03-032 Line Description: 2017-03 SOFT CIP 04/19/2017 invoice IN 1185640 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor 077215 STANTEC CONSULTING SVCS INC 04/19/2017 encumber LI 1185640 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor 077215 STANTEC CONSULTING SVCS INC 04/24/2017 budadjust BA ORD 5835 Line Description: TALBOT ROAD SEWER RELOCATION 04/30/2017 cashtrans GJ TR17-04-034 Line Description: 2017-04 SOFT CIP Expenditure Detail Report City of Renton 01/01/2017 through 06/30/2017 Adjusted Appropriation (Continued) Page: 2 Year-to-date Year-to-date Prct Expenditures Expenditures Encumbrances Balance Used Document Description : CAG-16-036 TALBOT HILL SEW Check # 0 Document Description : CAG-15-120, ADD #1-16, TALBC Check # 0 4,963.21 Document Description: 2017-02 WASTEWATER SOFT C 6,981.64 Document Description : 2017-02 WASTEWATER SOFT C 35,019.22 Document Description : CAG-15-120, ADD #1-16, TALBC Check # 355518 Document Description : CAG-15-120, ADD #1-16, TALBC Check # 355518 4,469-86 Document Description : 2017-03 WASTEWATER SOFT C 46765 Document Description : 2017-03 WASTEWATER SOFT C 4,890.36 Document Description : CAG-15-120, ADD #1-16, TALBC Check # 356259 Document Description : CAG-15-120, ADD #1-16, TALBC Check # 356259 1,400,000.00 Document Description : ORD 5835 2017 CF/1 ST QTR BE 2,205 50 Document Description : 2017-04 WASTEWATER SOFT C 7,514.42 51,650.00 -35,019.22 -4.890.36 Page: 2 axpdetl.rpt Expenditure Detail Report Page: 3 )6/27/2017 10:30AM Periods: 1 through 6 City of Renton 01/01/2017 through 06/30/2017 126 WASTEWATER CIP 11,65506 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ )18 PW UTILITY SYSTEMS 4ccount Number i94.35.63.000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 05/08/2017 invoice IN Talbot Excise Fee Line Description: Talbot Hill Sewer Relocation E Vendor 042364 KING CNTY TREASURER 05/08/2017 invoice IN Talbot Recording Fee Line Description: Talbot Hill Sewer Relocation E Vendor 042364 KING CNTY TREASURER 05/12/2017 invoice IN Pay Est #8 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor 071019 SCARSELLA BROTHERS INC 05/12/2017 encumber LI Pay Est #8 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor 071019 SCARSELLA BROTHERS INC 05/12/2017 invoice IN Pay Est #8 Line Description: Sales Tax Vendor 071019 SCARSELLA BROTHERS INC 05/31/2017 cashtrans GJ TR17-05-034 Line Description: 2017-05 SOFT CIP 06/05/2017 encumber LI 1205587 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor 077215 STANTEC CONSULTING SVCS INC 06/05/2017 invoice IN 1205587 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor 077215 STANTEC CONSULTING SVCS INC 06/14/2017 encumber CO 18/0001991 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor 071019 SCARSELLA BROTHERS INC 06/14/2017 encumber CO 18/0001991 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor 071019 SCARSELLA BROTHERS INC 06/16/2017 invoice IN Pay Est #9/Final Line Description: CAG-16-036 Talbot Hill Sewer R Vendor 071019 SCARSELLA BROTHERS INC Adjusted Year-to-date Year-to-date Appropriation Expenditures Expenditures Encumbrances (Continued) 10.00 Document Description : TALBOT HILL SEWER RELOCAI Check # 356546 77.00 Document Description : TALBOT HILL SEWER RELOCK Check # 356545 54,863.40 Document Description: CAG-16-036 TALBOT HILL SEW Check # 356685 -54,863.40 Document Description : CAG-16-036 TALBOT HILL SEW Check # 356685 5,48634 Document Description : CAG-16-036 TALBOT HILL SEW Check # 356685 1,665.66 Document Description : 2017-05 WASTEWATER SOFT C -42,470.01 Document Description : CAG-15-120, ADD #1-16, TALBC Check # 357498 42,470.01 Document Description : CAG-15-120, ADD #1-16, TALBC Check # 357498 -19,525.00 Document Description : CAG-16-036 TALBOT HILL SEW Check # 0 7,913.60 Document Description : CAG-16-036 TALBOT HILL SEW Check # 0 39, 444.18 Document Description : CAG-16-036 TALBOT HILL SEW Check # 357619 Prct Balance Used Page: 3 !xpdetl.rpt Expenditure Detail Report Page: 4 16/27/2017 10:30AM 3eriods: 1 through 6 City of Renton 01/01/2017 through 06/30/2017 G26 WASTEWATER CIP G65506 TALBOT HILL SEWER REPLACEMENT (SR167 ICI 118 PW UTILITY SYSTEMS account Number ,94.35.63.000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 06/16/2017 encumber LI Pay Est #9/Final Line Description. CAG-16-036 Talbot Hill Sewer R Vendor 071019 SCARSELLA BROTHERS INC 06/16/2017 invoice IN Pay Est #9/Final Line Description: Sales Tax Vendor 071019 SCARSELLA BROTHERS INC .94.35.63.000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ Total WASTEWATER CIP Grand Total Adjusted Year-to-date Appropriation Expenditures Expenditures (Continued) Document Description : CAG-16-036 TALBOT HILL SEW Check # 357619 3,944,42 Document Description : CAG-16-036 TALBOT HILL SEW Check # 357619 1,400,000.00 429,867 86 429,867,86 1,400,000.00 429,867.86 429,867.86 1,400,000.00 429,867,86 429.867.86 Year-to-date Encumbrances -39,444.18 412.828.12 412,828.12 412,828.12 Prct Balance Used 557,304.02 60.119 557.304.02 60.' 9 557,304.02 60.19 Page: 4 INVOICE REQUEST City of Renton Finance Department Date From Department Authorization (Name n tur June 27, 2017 PW/Utility Systems Division/ Wastewater Utility Section Dave Christensen Customer Number Account Name Dept Contact/ Phone L256 Washington State DOT Dave Christensen, x7212 X Original Invoice ❑ Credit Me ffDebit Memo For Invoice: Invoice Title SR 167 Interchange Direct Connector —Talbot Sewer Relocation WSDOT Agreement UTB 1223 Description I Amount Reimbursement for the construction costs of the relocation of city- $236,703.67 owned sanitary sewer mains by Stantec Consulting Services on Talbot Hill incurred between July 1, 2016 and June 30, 2017, per WSDOT Agreement UTB 1223 Account Distribution Work Order/Function Amount 426.465506.018.334.03.60.000 $236, 703.67 Talbot Hill Sewer Replacement WSDOT INVOICE TOTAL $236,703.67 Comments: Please return the invoice to Melissa Crawford (0339), Utility Systems, by June 30th for mailing with supporting documentation. Address: WSDOT Attn: Lesly Chan 600 108th Ave NE, Suite 400 Bellevue, WA 98004 Phone: 425-456-8526 Send completed form and all backup to Accounts Receivable, Sandra Pedersen, ASD. ext. 6897 expdetl.rpt 06/30/2017 2:52PM Periods: 0 through 6 426 WASTEWATER CIP 465506 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 018 PW UTILITY SYSTEMS Account Number 594.35.63.000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 01/01/2017 encumber OP 18/0001991 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor: 071019 SCARSELLA BROTHERS INC 0110112017 encumber OP 18/0001988 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor: 077215 STANTEC CONSULTING SVCS INC 01/31/2017 cashtrans GJ TR17-01-020 Line Description: 2017-01 SOFT CIP 01/31/2017 cashtrans GJ TR17-01-020 Line Description: 2017-01 SOFT CIP 02/15/2017 invoice IN 1159228 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor: 077215 STANTEC CONSULTING SVCS INC 02/15/2017 encumber LI 1159228 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor: 077215 STANTEC CONSULTING SVCS INC 02/21/2017 invoice IN 91776 Line Description: Talbot Hill Sewer Relocations Vendor: 000034 AAR TESTING LABORATORY INC 02/22/2017 invoice IN Pay Est #7 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor: 071019 SCARSELLA BROTHERS INC 02/22/2017 encumber LI Pay Est #7 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor: 071019 SCARSELLA BROTHERS INC 02/22/2017 invoice IN Pay Est #7 Line Description: Sales Tax Vendor: 071019 SCARSELLA BROTHERS INC 02/24/2017 encumber CO 18/0001991 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor: 071019 SCARSELLA BROTHERS INC Expenditure Detail Report City of Renton 01/01/2017 through 06/30/2017 Adjusted Year-to-date Appropriation Expenditures Expenditures 0.00 0.00 0.00 Check # 0 Check # 0 Check # 354714 Check # 354714 Check # 354538 Check # 354704 Check # 354704 Check # 354704 Check # 0 4,367.71 6,709.39 9,657.27 466.00 184,209.17 17,499.87 Page: 1 Year-to-date Encumbrances Balance 0.00 677,151.08 48,532.45 -9,657.27 184,209.17 10,145.18 Prct Used 0.00 Page expdetl.rpt 06/30/2017 2:52PM Periods: 0 through 6 426 WASTEWATER CIP 465506 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 018 PW UTILITY SYSTEMS Expenditure Detail Report City of Renton 01/01/2017 through 06/30/2017 Adjusted Account Number Appropriation 594.35.63.000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ (Continued) 02/24/2017 encumber CO 18/0001991 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor: 071019 SCARSELLA BROTHERS INC Check # 0 02/27/2017 encumber CO 18/0001988 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor: 077215 STANTEC CONSULTING SVCS INC Check # 0 02/28/2017 cashtrans GJ TR17-02-033 Line Description: 2017-02 SOFT CIP 02/28/2017 cashtrans GJ TR17-02-033 Line Description: 2017-02 SOFT CIP 03/21/2017 invoice IN 1173553 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor: 077215 STANTEC CONSULTING SVCS INC Check # 355518 03/21/2017 encumber LI 1173553 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor: 077215 STANTEC CONSULTING SVCS INC Check # 355518 03/31/2017 cashtrans GJ TR17-03-032 Line Description: 2017-03 SOFT CIP 03/31/2017 cashtrans GJ TR17-03-032 Line Description: 2017-03 SOFT CIP 04/19/2017 invoice IN 1185640 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor: 077215 STANTEC CONSULTING SVCS INC Check # 356259 04/19/2017 encumber LI 1185640 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor: 077215 STANTEC CONSULTING SVCS INC Check # 356259 04/24/2017 budadjust BA ORD 5835 1,400,000.00 Line Description: TALBOT ROAD SEWER RELOCATION 04/30/2017 cashtrans GJ TR17-04-034 Line Description: 2017-04 SOFT CIP Page: 2 Year-to-date Year-to-date Prct Expenditures Expenditures Encumbrances Balance Used 4,963.21 6,981.64 35,019.22 4,469.86 467.65 4,890.36 2,205.50 7,514.42 51,650.00 -35,019.22 -4,890.36 Page: 2 expdetl.rpt 06/30/2017 2:52PM Periods: 0 through 6 Expenditure Detail Report City of Renton 01/01/2017 through 06/30/2017 426 WASTEWATER CIP 465506 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 018 PW UTILITY SYSTEMS Adjusted Year-to-date Year-to-date Account Number Appropriation Expenditures Expenditures Encumbrances 594.35.63.000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ iConcinued) 05/08/2017 invoice IN Talbot Excise Fee 10.00 Line Description: Talbot Hill Sewer Relocation E Vendor: 042364 KING CNTY TREASURER Check # 356546 05/08/2017 invoice IN Talbot Recording Fee 77.00 Line Description: Talbot Hill Sewer Relocation E Vendor: 042364 KING CNTY TREASURER Check # 356545 05/12/2017 invoice IN Pay Est #8 54,863.40 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor 071019 SCARSELLA BROTHERS INC Check # 356685 05/12/2017 encumber LI Pay Est #8 -54,863.40 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor: 071019 SCARSELLA BROTHERS INC Check # 356685 05/12/2017 invoice IN Pay Est #8 5,486.34 Line Description: Sales Tax Vendor: 071019 SCARSELLA BROTHERS INC Check # 356685 05/31/2017 cashtrans GJ TR17-05-034 1,665.66 Line Description: 2017-05 SOFT CIP 06/05/2017 encumber LI 1205587 -42,470.01 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor: 077215 STANTEC CONSULTING SVCS INC Check # 357498 06/05/2017 invoice IN 1205587 42,470.01 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor 077215 STANTEC CONSULTING SVCS INC Check # 357498 06/14/2017 encumber CO 18/0001991 -19,525.00 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor: 071019 SCARSELLA BROTHERS INC Check # 0 06/14/2017 encumber CO 18/0001991 7,913.60 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor 071019 SCARSELLA BROTHERS INC Check # 0 06/16/2017 invoice IN Pay Est #9/Final 39,444.18 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor: 071019 SCARSELLA BROTHERS INC Check # 357619 Page: 3 Prcf Balance Used Page: 3 4 expdetl.rpt Expenditure Detail Report Page: 4 06/30/2017 2:52PM Periods: 0 through 6 City of Renton 01/01/2017 through 06/30/2017 426 WASTEWATER CIP 465506 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 018 PW UTILITY SYSTEMS Adjusted Year-to-date Year-to-date Prct Account Number Appropriation Expenditures Expenditures Encumbrances Balance Used 594.35.63.000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ (Continued) 06/16/2017 encumber LI Pay Est #9/Final -39,444.18 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor: 071019 SCARSELLA BROTHERS INC Check # 357619 06/16/2017 invoice IN Pay Est #9/Final 3,944.42 Line Description: Sales Tax Vendor: 071019 SCARSELLA BROTHERS INC Check # 357619 06/23/2017 invoice IN 1216189 6,541.55 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor: 077215 STANTEC CONSULTING SVCS INC Check # 357905 06/23/2017 encumber LI 1216189 -6,541.55 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor: 077215 STANTEC CONSULTING SVCS INC Check # 357905 594.35.63.000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 1,400,000.00 436,409.41 436,409.41 406,286.57 557,304.02 60.19 Total WASTEWATER CIP 1,400,000.00 436,409.41 436,409.41 406,286.57 557,304.02 60.19 Grand Total 1,400,000.00 436,409.41 436,409.41 406,286.57 557,304.02 60.19 Page: 4 O Denis Law Mayor 1[;R Public Works Department - Gregg Zimmerman, P.E., Administrator June 27, 2017 Ms. Lesly Chan WSDOT 600 108"' Avenue NE, Suite 400 Bellevue, WA 98004 RE: 1405, SR 167 INTERCHANGE DIRECT CONNECTOR —TALBOT HILL SEWER RELOCATION WSDOT AGREEMENT NUMBER UTB 1223 Dear Ms. Chan: In accordance with WSDOT Agreement UTB 1223, the City of Renton is requesting reimbursement for the construction costs of the relocated sewer improvements by Scarsella Bros. Inc. incurred between January 1, 2017 and June 30, 2017, in the amount of $305,447.38. Attached are an invoice; a copy of Construction Pay Estimates No. 7, No. 8, and No. 9; and a summary sheet from the City's invoice system showing payment made for each Construction Pay Estimate. All work related to pay items 13 and 14, which the Renton Wastewater Utility is responsible for a share of the cost per WSDOT Agreement UTB 1223, was completed and appropriately invoiced previously. The total cost of Pay Estimates No. 7, No. 8, and No. 9 was $305,447.38. Pay Estimate 9 is the final payment. This will complete reimbursement for the construction costs (Scarsella). An invoice for reimbursement for construction services (Stantec) will be submitted under separate cover. For your reference, a copy of the pertinent portions of WSDOT Agreement UTB 1223 is also attached. If you have any questions regarding this request for reimbursement, please contact me by phone at 425-430-7206 or by email at mbenoit@rentonwa.Rov. Sincerely, Michael A. Benoit Wastewater Utility Project Manager Attachments cc: Vicki Grover, Transportation Planning Manager H:\File Sys\WWP - Waste Water\WWP-27-03812 Talbot Hill Sanitary Sewer Relocation\WSDOT\Talbot Hill WSDOT Reimbursement Letter 7 July 2017 Scarsella.doc\MABmc 1055 South Gradv Way. Renton. WA 98057 • rentonwa.aov ,. Accounts Receivable WWwCity of k Invoice ooso r , ...Mi D IWO ow 1055 South Grady Way / Renton, WA 98057 / (425) 430-6897 WA ST DOT ATTN: LESLY CHAN 600 108TH AVE NE - SUITE 400 BELLEVUE, WA 98004 CITY OF RENTON AR Account No. 1256 Invoice No. 44446 Date 06/26/2017 Amount Due 305,447.38 Due Date 7131/2017 Amount Enclosed Make Checks Payable to the CITY OF RENTON Please include your AR account number When paying by check, detach and return the above with payment. I DESCRIPTION I AMOUNT I SR 167 Interchanged Direct Connector - Talbot Sewer Relocation Reimbursement for the construction costs of the relocation of city owned sanitary sewer mains on Talbot Hill incurred between January 1. 2017 and June 30, 2017 per WSDOT Agreement UTB 1223 Grant Billing 305447.38 Total Amount Due: 305,447.38 305,447.38 TO AVOID INTEREST AND/OR PENALTY CHARGES AR ACCOUNT NO 1256 PLEASE REMIT PAYMENT BY DUE DATE 305,447.38 Please Remit to. CITY OF RENTON ATTN: FINANCE / AR 1055 S GRADY WAY RENTON, WA 98057 h TO FROM FINANCE DIRECTOR PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Scarsella Bros. Inc. CONTRACT NO. CAG-16-036 PO# 18/0001991 PROJECT: Talbot Hill Sewer Relocation - 1-405, SR 167 IC/DC Project CONTRACTOR EARNINGS THIS ESTIMATE SALES TAX (ONLY ON SCHED A ITEMS) @ 9.50% TOTAL CONTRACT AMOUNT THIS ESTIMATE ESTI $184,209.17 $17,499.87 EARNINGS PREVIOUSLY PAID CONTRACTOR $2,474,214.97 EARNINGS DUE CONTRACTOR THIS ESTIMATE $174,998.71 SUBTOTAL - CONTRACTOR PAYMENTS RETAINAGE ON PREVIOUS EARNINGS RETAINAGE ON EARNINGS THIS ESTIMATE SUBTOTAL - RETAINAGE 10. SALES TAX PREVIOUSLY PAID 11. SALES TAX DUE THIS ESTIMATE 12• SUB $130, 221.84 $9,210.46 $247,421.50 $17,499.67 $201,709.04 $2,649,213.68 $139,432.30 T OTAi. -SALES TAX ' (95% x LINE 1) $264,921.37 " (RETAINAGE: 5%) GRAND TOTALS $3,053,567.35 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 426.465506.018.594.35.63.000 RETAINED AMOUNT (Line 8): ACCOUNT # 426.465506.018.594.35.63.000 $192,498.58 # 7 $9,210.46 # 7 TOTAL THIS ESTIMATE CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION I, THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED, THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN, AND THAT THE CLAIM IS A JUST, DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON AND THAT I AM 1 AJTHORIZED TO AUTHENTICATE AND CERTIFY TO SA,D CLAIM - Signed: $192,498.58 $9,210.46 $201,709.04 Printpri nn' nD/99/9n17 Printed On: 02/22/2017 City of Renton Public Works Department Page 1 Pr>ect Ta'bot Hill Server Re!ocalmn-1-405, SR 1671C/D(c Project ar.!faC'or Sca-se'a Bros Inc. Contract Number. CAG-16-om Pay Estimate 7 Closing Date 02117/2017 Pen 0e5crip•ion Unit Est. Uni Previous Previous This Th's Tatai Ao Quantity Price Total Quanr AnOunl Quantity Amount Quamity Amn,M CC1 1+0bi11ZitondDemob.1zauon Lump Sum 1 S250.0000. 002. Trench Excavation Safety Systems Lump Sum 1 575.00•] CG 003. Construction Surveying, Staking. and As-Builts Lump Sum 1 525,000.CC 004 Traffic Control Lump Sum I 540,000.00 005 Temporary Etasion7Sedime11tahan Controls Lump Sam 1 $30.000.0C 006 5re Clearing and Grading Lump Sum I S23 500.00 00' Fur I sh and Instaa a -inch PUG Sewer Pipe Linear Foot 630 $50.50 OCa rw 1 sh aid install 12-inch PVC Sewer Pipe Linear Foot 690 $85.Do 009 rurmgt, and install 15•irch PVC Sewer Pipe Linear Foot t00 S115 00 Furnish and Install 18-inch Steel Casing Pipe wrih 12-inch D10 PVC Carer Pipe Linear Foot 70 S215.00 Finnish and Install 36-inch Seel Casing Pipe with 15-inch oil PVC Carrier Pipe (Open Cut Installation) Linear Foo! 3DO S300.00 )12 H!1D Trenchless Inst ll I' I 1 a a inn o 2-Incn HOPE Sewer Pipe Lump Sum 1 S820.000.00 )13. Trenchless Instalation of 364ch Steal Casing Linear Fool 240 S8000G Furnish and Install 15' PVC Cartier Pipe within Steel Casing 114 (Trenchless Installation) Linear Foot 240 $70.00 Its Televis!cn Inspection of Sanitary Sew3rs Linear Foot 3240 S4. 50 06. Launch and Pecephor. Shal!s Lump Sum 1 S790,000 00 Furnish and Install 48-inch Diam. Sanl!ary Sewer .Manhole 117. with Flat Top Each I S4,500.00 Furnish and Install 48-inch Diam.Saddle Manhole wish Flat 19 Top Each 4 5a,625.00 Furnish and Irsta,l 60-inch Diam. Sarmary Sewer Marhole 19 with Flat Top Each 3 311,550 DO Furnish and Install 60-inch Dram. Sadd'e Marhote w,il Flat 20 Top Each 1 510.3C4.00 Furnish and Irsta!l 60-inch Diam Drop Manhole with Flat 21, Top Each 2 510,600.00 22 Extend Existing I Insta!I New 12-Inch Cullen Linear Foot 180 S42 40 ?3 Connect 10 6xistirg Sewer Each 8 S600 00 !4 Abardon Existing Sanitary Sewer Manhole Eacn 12 SBCO CC Adardcn S Fill Exstng Sanitary Sewer Mara Over 10' 15 O,am. linear Fool 1530 510 CO Removal and Replacemerl of Unsuitable Foundation '6 Material Tor 50 565 00 7 Select Imparted Trench eackfi0 Tor 7000 $16.00 8. Imported Grave: Bcvow Far F•11 Ton 7500 319.25 9 Crushed Svrtac,ng Base Course for Gravel Road Ton 2500 $et SC 0.60 S200.000 00 0 GC $OLO 0.90 $200,DOD.00 ^9C $I3.500.00 010 S1,50000 1.00 S15,00000 050 $12.5.0000 0.CO SON 0.50 S12.500.00 0.36 534.40000 014 S5,600.00 1.00 S4O'DO0.00 0.95 SMIID0.00 014 $4.200,00 1.00 S30,00000 1.00 523.50000 0DO SO DO 100 $23,5D0.00 6C6 00 $30.603 00 18 DO SW9.00 62400 $31,512 00 5C6.00 $43.01000 000 MOO 506,GO $43.010.00 60, DO S6.90000 36.00 S4,140.00 96.00 S11,04000 70.D0 S15.05000 000 50.00 7000 S15.050.00 224.00 $67.200.00 0.0] s0.00 224.DO $67.200.00 1.00 S920.000.00 0.00 $0.DO 100 $820,000.00 33700 $245,600,00 0 DO S0.00 307 CO S245.600 DO 30700 $21,490.DO 0.00 SO.00 307.00 S21,490.00 0.00 $0.00 2160.DO $9.72000 2160.00 $9,72000 1 CD $790.000.00 0.00 SJ GO I OC 5790,000.00 1 CO S4,5000 0.00 $0 00 1.00 S4,50.00 350 $16.187.50 050 $2,312 50 4.00 $18,500 CO 2.00 $23,10IDA0 1-DO S11,550.00 300 S34,65000 0.00 SO.00 1.00 S10,300.00 1.00 S10.300.00 1.60 S 16.960 00 0.40 $4.240.00 200 $21.200.DO 21400 S9.0 73 60 8600 S3,646 40 3CO 00 S12.72000 0.00 S000 8.00 $4,800.CO 8 JO S4,900.00 0.00 SO.00 1200 S9,f.0000 12.00 S9,60D.00 0.00 $0.00 1530.00 $15,300.00 153000 S15,300.00 181 60 S11,a04 o0 0.00 $0 00 181 60 $11.804 00 0-00 SO OO 5950 S952.00 5950 S952.00 4234.01 381.504 69 1224 06 S23.563 16 545a o7 SIC5,067 85 000 so OC 165757 $41 795 33 185757 $41.795 33 01 Prin;^d Ow 02/22/2017 City of Renton Pjblic Works Department Page 2 Project Talbot HI! Sewer Re'acat,on - I.405 SR 167 ICIDC Protect Contractor Scarse7a Bqs Inc Pa Estimate y Contract NuTte! 7 Closoig Da;e CAG-16-035 02/17r2017 Item ho Oescrpl.=n Unit Est Ouanh Unt Price Prev ous Ouanr Previous Amount This OuaMl Trs Amount Tcta ouanl Total Amount 03C Controlled Density F0 (Backfill) (As Requredi Cub c Yard 50 573700 0 O7 SO00 000 5000 031 Asphalt Patch Inciudrg CSTC Square Yard 65053DO 2 t 5 it 55.453 30 e' i 5 i i $6, 453 30 032 Surface Reslcral on Lump Sum 1 S15,000 00 0 00 SO00 050 57,500 OG 050 $ 7 500 00 033 C042 C,adr! for Change of Tranchless Casng Materat Linear Fool 240 ($12 GO) 307,00 (53 684 OO) 000 SO OO 30700 (53 684 OO) 034 C042 Credit for Change of OFen Cut Casing Ma!e� a' Linear Foot 300 (512 00) 22400 (52.688 00) 000 50 ix1 22400 (s2,66a oo) 035 CO42 Credit fcr Change cf Impoded Grave' Borrow for F,1 Tcn 7500 (SO50) 3471.80 (St,73590) 000 SOOC 347180 ($173590) 036 COY3 Removal of Rcck fcr Auger Bare Lump Sum 1 593861 92 100 599,8E1 92 000 5000 1 00 599,8E1.92 037 C044 Trench Damn to Control Ground Water Lump Sum 1 S2 025 a<. C 00 SOW 100 $2,025 95 100 52,025 95 038 C044 Grout Upstream S de of HDD Pape Lump Sum 1 $4.836 53 000 50 00 1.00 $4.806 53 100 54.836 53 C39 CC*5 Furnish and I.nsta1 10-inch PVC Sa•w•er P.pe Linear Foal 1C9 585 017 0 CC $O Oil 109 Oil S9,265 00 10900 $9,265 CO Subtotal 9.514 Saes Tax Total S2,604,436 BI S184 209 17 $2.783,645 98 S247,42150 S17,43987 S264.92137 S2.851.85931 S201,7.904 S3,053,567,35 M z I TO: FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Scarsella Bros. Inc. C� CONTRACT NO. CAG-16-036 PO# 18/0001991 ESTIMATE NO PROJECT: Talbot Hill Sewer Relocation - 1-405, SR 167 IC/DC Project 1. CONTRACTOR EARNINGS THIS ESTIMATE 2. SALES TAX @ 10.00% 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $54,863.40 $5,486.34 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $2,649,213.68 5. ' EARNINGS DUE CONTRACTOR THIS ESTIMATE $52,120.23 6. SUBTOTAL - CONTRACTOR PAYMENTS 7. RETAINAGE ON PREVIOUS EARNINGS $139,432.30 8. " RETAINAGE ON EARNINGS THIS ESTIMATE $2,743.17 9. SUBTOTAL - RETAINAGE 10. SALES TAX PREVIOUSLY PAID $264,921.37 11. SALES TAX DUE THIS ESTIMATE $5,486.34 12. SUBTOTAL - SALES TAX F $60,349.74 $2,701,333.91 $142,175.47 $270,407.71 ' (95110 x LINE 1) (RETAINAGE: 5010) GRAND TOTAL: $3,113,917.09 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT 4 426,465506.018.594.35.63.000 $57,606.57 # 8 RETAINED AMOUNT (Line 8): ACCOUNT # 426.465506.018.594.35.63.000 CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION I, THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED, THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBE HEREIN, AND THAT THE CLAIM IS A JUST, DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON, AND THAT I AUTHORIZED TO AUTHENTICATE AND CERTIFY TO SAID AIM /' Signed: !/// '7`14 5-/4/i7 5-9-'? $2,743.17 # 8 $57,606.57 $2,743.17 TOTAL THIS ESTIMATE: $60,349.74 Printed On: 05/09/2017 City of Renton Public Works Department )sect Ta'bol Hil: Sewer Re'ccal.cn-1-405. SR 167 IC/DC Project Contract N.rmber CAG-16.036 raclor S:arsela Bros Inc. Pay Estimate 8 Closing Dale 0510912017 em Des:rplion Unit Es! Un't Previous Previous This 4o 0ualhty Price Ou-nPhy X aint Oranl y Page 1 This Tvaf Total Mobi ixation d Oemobdaawn Lump Sum 1 5250.00C.00 080 $200.000 00 0.00 $0 00 080 $200,000.00 Trench Excavation Safety Systems Lump Sum 1 515.00C.00 1.00 515.000.00 O.CO $0 00 1.00 515.000 00 Construction Surveying, Slak�ng and As-Buiks Lump Sum 1 $25,000.00 050 $12.500.00 053 $12.500 00 1.00 525.000 00 Traffic Conlrol Lump Sum 1 $40.000.00 too $40,000.CO 0.00 50.00 1.00 540.000.00 Temporary ErosionlSedimentation Controls Lump Sum 1 $30,000.00 1.00 530,000 00 000 50.00 1.00 530,000 00 Sea Clearing and Grad.n9 Lump Sum 1 523.50000 1.00 523.500 00 O.a) $0.00 1.00 $23,500 00 Furnish and Install 8-inch PVC Sewer Piper Linear Foot 630 550 50 624.00 531.512.00 000 $0.00 62400 531.512 00 Furnish and Install 12-inch PVC Sewer Pipe Linear Foot 690 S85 00 50600 $43,010,00 0.00 50.00 506.00 543,010 60 Fumsh and Install 15-inch PVC Sawor Pipe Linear Foot lco $115 00 96.00 $11,040.00 000 50.00 9500 511,04000 Furnish and Install 18-inch Steel Casing Pipe with 12-inch PVC Carrier Pope Linear Fact 70 5215.00 7000 515.050.00 000 $0,00 7000 $15,05000 Furnish and Install 36-inch Steel Casing Pipe with 15-inch PVC Carda, Pipe (Open Cut Installation) Linear Foot 3Co 5300.00 224.00 $57.200.00 0.00 $0.00 224,00 $67.200 00 HOD TrencNess Installation of 12-Inch HOPE Sewer P.pe Lump Sum 1 5620.00000 1.00 5820,000.00 0,00 $0.00 100 $820.00000 Trenchle3s Installation of 36-inch S'eal Casing Linear Foot 24C 580C.00 30700 $245,600 00 000 SO 00 30700 5245.600.00 Furnish and Install 15' PVC Carrier Pyre within Steel Casing (Trenchless Installation) Linear Foot 240 570.00 33700 $21,490.00 000 5000 30700 $21.49000 Television Inspection of Sanitary Sewers Linear Foot 3240 $4 50 2153,00 S%720.00 000 $0 00 216000 $9.720 00 Launch and Recepbcn Shafts Lump Sum 1 5790,000 CO 1 00 5790.000 00 000 $0 00 1 00 $790.0-00 00 Furnish and Install 48-inch Dtam. Sahtary Sewer Manhole with Fla! Top Each 1 54,50c 00 1,00 54,500 00 000 SO 00 1.00 $4.500 00 Furnish and Install 48-inch Oiam.Saddle Manhole with Flat Top Each 4 $4.625,00 400 S1a50000 0.00 so GO 4,00 $18,500.00 Furnish and Install 60-inch Diam Sanitary Sewer Manhole with Flal Top Each 3 511,550,00 300 534,650 00 0.00 $0.00 300 534,650.00 Furnish and Install 60-inch Cam. Saddle Manhole with Flat Top Each 1 $10.30000 1.00 510,30000 0.00 $0.00 1.00 $10,30000 Furnish and Install 60-inch Diam. D•op Manhole with Fiat Top Each 2 510,6co 00 2.00 $21100 00 0.00 $0 00 200 521.200.00 Extend Existing / Install New 12-rnch Culvert Linear Foot 18C $42.40 300.00 512,720.00 000 $0.00 300.00 512,720.00 Connect to Existing Sewer Each 8 $600.00 800 $4,800.00 0.00 $0 00 8 0C $4.800.00 Abandon Existing Sanitary Sewer Manhole Each 12 $800.00 1200 53.600 00 000 $0.00 12.00 $9,500 00 Adandon S Fill Existing Sanitary Sewer Main Over 106 Dram. Linear Foot 1530 S10 00 153000 515.300.00 0-00 $0 00 153000 515.300 00 Removal and Replacement of unsuitable Foundation M319rial Ton 50 $65,00 181.60 Sit 80400 536.36 534.863.40 717.96 546,667 40 Select ;mported Trench Backlia Ton 7000 $16 00 59.50 5952.00 0.00 $0.00 5950 5952 00 Imported Gravel Barrow For Fill Ton 750C S1925 545307 S105.06785 0.00 SO. Do 545807 S1C5, 067, 85 Crushed Surfacing Base Course for Grave' Road Tot 250C S99 sn 1557 47 Q4+ 704 11 in nn en - 1-1 - ....-- - Printed On: 05109/2017 City of Renton Public Works Department Page 2 Project: Talbot Hill Sewer Relocation - 1.405, SR 167 IC/DC Project Contract Number CAG-16.036 Contractor. Scarsalla Bros Inc. Pay Est mate 6 Clos:ng Dale 05'0912017 Item Description UM Est UnI Previous Prev ous Ths This Total Total No. Quantity Price Ouantity Amount Quantity Amount Ouantity Amount 030. Controlled Density FRI (Backldl) (As Requited) Cub c Yard 50 S130 00 000 $0.00 000 $0 00 000 S0.00 031. Asphalt Patch Including CSTC Square Yard 650 S30 00 215 11 S6.453.30 0 00 Sn_ 00 215 11 S5,453.30 032. Surface Restoration Lump Sum 1 $15,00000 050 S7,500.00 0.50 S7,50000 100 S15.000.00 033 COfr2: Credit for Change of Trenchless Casing Materiel Linear Foot 240 (S12 00) 307.00 ($3,684.00) 000 $0 00 307.00 (S3,684 00) 034. COe2: Credit for Change of Open Cut Casing Material Linear Foot 300 (S12 00) 22400 (S2,686.00) 000 $000 224.00 (S2,686 00) 035. COM2. Credit for Change of Imported Gravel Borrow for Ft I Ton 7500 (SO 50) 3471.80 (51,735 90) 0.00 $0 DO 3471.B0 ($1,735.90) 036 COe3. Removal of Rock for Auger Bore Lump Sum i S99.861 92 100 S99.861.92 0.00 s0 00 100 S99.861.92 037. COe4: Trench Damn to Control Ground Water Lump Sum 1 $2,025 95 100 S2,025 95 000 $0 00 100 S2,025 95 038 COff4: Grout Upstream Side of HDD Rpe Lump Sum 1 54.836 53 too $4.836 53 000 S0.00 1.00 S4,836 53 039 COe5: Furnish and Install 10-inch PVC Sewer P.pe Linear Foot I $85 00 10900 S9.265 00 000 S0 00 10900 S9,265 00 040. C046: Credit for Elimination of Coating Some Manholes Lump Sum 1 $3 00 000 S0.00 0 00 $0 00 000 S0 00 Subtotal $2,788.645 98 $54,863 40 S2.843.509 38 9 5 w Sales Tax S264.921 37 $0 00 S264,921 37 10 D% Sales Tax (Beg'n 01101=17) S0 00 $5,486 34 $5,486 34 Total $3,053.567.35 $60,349 74 S3.113,917 09 13+IT / / 7 TO FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Scarsella Bros. Inc. CONTRACT NO. CAG-16-036 PO# 18!0001991 ESTIMATE NO. 9 & Final PROJECT: Talbot Hill Sewer Relocation - 1-405, SR 167 IC/DC Project 1. CONTRACTOR EARNINGS THIS ESTIMATE $39,444.18 2. SALES TAX @ 10.000/0 $3,944.42 3. TOTAL CONTRACT AMOUNT THIS ESTIMA I E $43,388.60 EARNINGS PREVIOUSLY PAID CONTRACTOR $2,701,333.91 EARNINGS DUE CONTRACTOR THIS ESTIMATE $37,471.97 SUBTOTAL - CONTRACTOR PAYMENTS RETAINAGE ON PREVIOUS EARNINGS $142,175.47 " RETAINAGE ON EARNINGS THIS ESTIMATE $1,972.21 SUBTOTAL - RETAINAGE 10. SALES TAX PREVIOUSLY PAID 11. SALES TAX DUE THIS ESTIMATE 12. SUBTOTAL - SALES TAX ' (95% x LINE 1) " (RETAINAGE: 5010) FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 426.465506,018.594.35.63.000 RETAINED AMOUNT (Line 8): ACCOUNT # 426.465506.018.594,35,63.000 CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION $270,407.71 $3,944.42 GRAND TOTAL $2,738,805.88 $144,147.68 $274,352.13 $3,157,305.69 $41,416.39 # 9 & Final $1,972.21 # 9 & Final TOTAL THIS ESTIMATE: I. THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENA-TY OF PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED. THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBEC HEREIN, AND THAT THE CLAIM IS A JUST DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON AND THAT I AM AUTHORIZED TO AUTHENTICATE AND CERTIFY TO SA,D C Signed: 2a vmIJ 7 �! 5/301,7 $41,416.39 $1,972.21 $43,388.60 Printeri On- 05/22/2017 City of Rantnn Puhlir Wnrks I)enartment Pace 1 Printed On. 05/22/2017 City of Renton Public Works Department Page 1 );etc Talcot Hill Sewer Relocation - 1.405. SR 1671CGDC Project . f Contract Ni.,mbr r CAG-16.036 ,actor Searsel:a Bros Irc Pay Eslimata 9 6 Final Closing Date 05126/2017 en Descr:phon Unit Est Unit Previous Previous This This Tclal Total 'I'-1 Quantity Price Cuanlily Arnounl Quantity Amount Quantity Amour Mobilization a DemoW zalion Lump Sun 1 S250,000 00 090 S200,000 00 023 S50.000 DO 1 00 S250,009 Do Trench Excavation Salety Systems Lump Sum 1 S' 5 00' 0C 1 CO $15 000.00 0.DO $0,00 1.co S15.000 00 Conwructicn Suweying Sta'arg, and As-Buihs Lump Sum 1 $25.DG0 00 1.00 $25.000.00 0.00 So DO 1.00 S25.000.00 Traffic Centro: Lump Sum 1 S40,000.00 1.00 $40.000 00 coo $0.00 100 540.000 00 Temporary Eros,on/Sed.mentwion Controls Lump Sum 1 $30,00000 1.00 S30,00040 0.00 S0.DO 100 S30.000.00 Ste Clnanrg and Grad,ng Lump Sum 1 S23,500.00 100 S23,500.00 000 S000 1.00 523.500 00 Fu,nish and Install 8-inch PVC Serer Pipe Linear Foot 630 S50 50 62400 S31,512 00 coo $000 62400 $31,512 CO Fumish and Install 12-inch PVC Sewer P,pe Linear Foot 690 S85.00 506.00 S43.010 00 0 00 $0.00 50600 S43.010 00 Fu,n!;h and Install 15-inch PVC Sewer Pipe Linear Foot 100 $715.00 36.00 $11,040 00 0 00 S000 96.00 $11.040 00 Furnish and Install 18-inch Steel Casing Pipe with 12-inch PVC Carrier P,pe Linear Foot 70 $215 00 7C.00 S15,05000 000 $0.00 70.00 $15,050,00 Furnish and Install 36-inch Steel Casing Pipe with 15-inch PVC Carrier Pipe (Open Cut Installation) Linear Foot 300 5300. DO 22400 $67,200 CO 000 $0,00 22400 $67.200.00 HDD Trenchless Installation of 12-incn HDPE Sewer Pipe Lump Sum 1 S820 000 00 100 $920,000 CO 0 DO SO 00 1 00 5820.000.00 Trenchless tnslallat on of 36-inch Steel Casing Linear Fool 240 SK0.00 307 DO S245.600 00 000 $000 307.00 S245 600 CO Furnish and Install 15' PVC Carrier P,pe within Steel Casing )Trenchless lnslaration) Lirear Foot 240 S7000 30700 S21,49000 0cc S000 3C700 $21.490.00 Toiovision Irspector of Sar.lary Sewers Linear Foot 324C S4.50 216C.00 S9,720 00 cc,, SO OC 2160.00 S9,720 00 Launch and Recept cn Shafts Lump Sum 1 $790 000.00 100 S790 000 00 000 s0 Cc 1.00 $790.000.00 Furnish and Install 48-inch Dam Sanitary Sewer Manhole wlthFlat Top Each 1 $4,50000 100 $4,50000 0cc SO co 1,00 $4.500.00 Furnish and Install 49-inch Diam Saddle Manhole w.th Flat Top Each 4 $46250C 4^0 S18,50000 O.cc $000 4co S185co013 Furnish and Install 60-inch Dian. Sanitary Sewer Manhole with Flat Top Eaon 3 S 1 1 553 CG 3 11 S34,650 00 0 00 SO 00 3 00 $34.650 00 Furnish and instal 60•inch D am Saddle Manhole wqh Fix Top Each 1 S 10 300 0: 100 S10.300.00 O Cc $000 100 910,300 00 Furnish and Instal; 60-inch Dram Drop Manhole with Flat Top Each 2 SI0600.0C 2,00 S21.20000 0, CIO $000 200 S21,200.00 Extend Existing r Install New 12-Inch Culvert Urea, Foot 180 $42 4C 3C0.D0 $12.720.00 000 S000 30000 S12.720 00 Connect to Exist ng Sewer Each a S600 00 800 S4,800-00 0.00 S0.00 8 00 S4.800 00 Abareen Existing Sanitary Sawer Manhole Each 12 Se00.0c 1200 S9,500 00 0 co 5000 12,00 $9.600 00 Adandon a Fill Ex,shrg Sanitary Sewer Main Over 10' Clam Linear Fool 1530 S10.0C 193000 S15,300.00 000 $000 153000 S15.30000 Removal and Replacement of Unsuitable Foundation Material Tcn 50 $65 CC 717.36 S46.667 40 000 s0 c0 717.96 $46 667 40 Select Imparted Trench BacMhll Ton 70c0 S' 6 Cc 5350 S952.00 0 Do $000 59 5C $952.012 mponed Gravel Borrow For Fit Ton 75CO S19 25 1 5458.07 S105,067 85 000 S000 545807 S105 067 85 Crusned Surfacing Base Ccurse or Gravel Road Tor 25CO S22 50 185,757 S41.795.33 300 SO.00 185757 S41 795 33 Printed On: 05/22/2017 City of Renton Public Works Department Project Taibot Hill Sewer Relocal,on - 1-405 SR 167 ICrOC Pmiect Contractor Scarsella Bros Inc Pay Estimate Item Descnplion Unt No 030 Controlled Density Fill (Barkfia) (As Requ red) 031 Asphalt Patch Includ-ng CSTC 032. Surface Reslorat-on 033 COs2Cred I for Change of Tranchless Cas'ng Material 034 COs2. Cred t for Change o' Open Cut Cas rig Material 035 COx2: Credo for Change of Imponed Grave' Borrow for Fill 036 C043 Removal of Rack for Auger Bore 037 COM4. Trench Damn to Control Ground Water 038 C044: Grout Upstream Side of HDO P.pe 039 C045: Furnish and Install 10-inch PVC Sewer Pipe 040 C046: Credit for Elimination of Coating Some Manholes 041. C047. AddConat Survey Subtotal 9 5•. Sates Tax 10 01. Sales Tax (Begin 01,012017) Total Contract Number 9 8 Fina C'asmg Dale Est Unit Previous Previous Quantity Price Quantity Amount Cutrc Yard 50 S130 00 000 S0 00 Square Yard 650 S30 00 215 11 S6 453 30 Lump Sum 1 $15.00000 100 $15.COO 03 Linear Foct 240 (S12 00) 307 00 (S3 684 00) Linear Fool 300 (S 12 00) 22400 (52.688 00) Ton 7500 (S050) 347160 (S1,73590) Lump Sum 1 599,861 92 100 S99.861 92 Lump Sum 1 $2.025 95 100 $2,025 95 Lump Sum 1 S4.836 53 100 $4.836 53 Linear Foot 1C9 $85 00 10900 $9,265 00 Lump Sum 1 (S17,750 001 000 $0 00 Lump Sum 1 S7 194 18 000 S0 00 S2,843,509 38 S264.921 37 S5 486 34 S3,113.917.09 Page 2 CAG-16.036 05262017 This This Tota Total Ouant4y, Amount Ouantly Amount 0.00 S0 00 000 $0 00 000 c0.00 215 t 1 S6,453 30 000 S0.00 100 515.000.00 000 S0.00 30700 (S3,684.00; 0.00 S0.00 22400 (52,688 00) 0 00 50 00 347180 ($1,735 90) 000 50.00 100 S99.861.92 0 00 $0 00 100 S2,025.95 0.00 $0 00 too S4,836.53 000 S0.00 10900 S9,265.00 100 (517,75000) 100 (S17,750.00) 100 S7,19418 100 S7.194.18 539.444 18 S2,882,953 56 $0 00 $264.921.37 $3 944 42 S9.430 76 $43 388 60 S3,157,305 69 Aft S/3a/r7 q64- C/3o/1-7 2xpdetl.rpt )6/27/2017 10:14AM Periods: 1 through 6 Expenditure Detail Report City of Renton 01/01/2017 through 06/30/2017 126 WASTEWATER CIP 165506 TALBOT HILL SEWER REPLACEMENT (SR167 ICI )18 PW UTILITY SYSTEMS Adjusted Year-to-date Year-to-date 4ccount Number Appropriation Expenditures Expenditures Encumbrances 594.35.63.000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 0.00 0.00 0.00 0.00 01/01/2017 encumber OP 18/0001991 677,151.08 Line Description: CAG-16-036 Talbot Hill Sewer R Document Description : CAG-16-036 TALBOT HILL SEW Vendor 071019 SCARSELLA BROTHERS INC Check # 0 01/01/2017 encumber OP 18/0001988 48,532.45 Line Description: CAG-15-120, ADD #1-16, Talbot Document Description : CAG-15-120, ADD #1-16, TALBC Vendor 077215 STANTEC CONSULTING SVCS INC Check # 0 01/31/2017 cashtrans GJ TR17-01-020 4,367.71 Line Description: 2017-01 SOFT CIP Document Description : 2017-01 WASTEWATER SOFT C 01/31/2017 cashtrans GJ TR17-01-020 6,709.39 Line Description: 2017-01 SOFT CIP Document Description: 2017-01 WASTEWATER SOFT C 02/15/2017 invoice IN 1159228 9,657.27 Line Description: CAG-15-120, ADD #1-16, Talbot Document Description : CAG-15-120, ADD #1-16, TALBC Vendor 077215 STANTEC CONSULTING SVCS INC Check # 354714 02/15/2017 encumber LI 1159228 -9,657.27 Line Description: CAG-15-120, ADD #1-16, Talbot Document Description : CAG-15-120, ADD #1-16, TALBC Vendor 077215 STANTEC CONSULTING SVCS INC Check # 354714 0212112017 invoice IN 91776 466.00 Line Description: Talbot Hill Sewer Relocations Document Description : TALBOT HILL SEWER RELOCA- Vendor 000034 AAR TESTING LABORATORY INC Check # 354538 02/22/2017 invoice IN Pay Est #7 184,209.17 Line Description: CAG-16-036 Talbot Hill Sewer R Document Description : CAG-16-036 TALBOT HILL SEW Vendor 071019 SCARSELLA BROTHERS INC Check # 354704 0212212017 encumber LI Pay Est #7 -184,209.17 Line Description: CAG-16-036 Talbot Hill Sewer R Document Description : CAG-16-036 TALBOT HILL SEW Vendor 071019 SCARSELLA BROTHERS INC Check # 354704 02/22/2017 invoice IN Pay Est #7 17.499.87 Line Description: Sales Tax Document Description: CAG-16-036 TALBOT HILL SEW Vendor 071019 SCARSELLA BROTHERS INC Check # 354704 02/24/2017 encumber CO 18/0001991 10,145.18 Line Description: CAG-16-036 Talbot Hill Sewer R Document Description : CAG-16-036 TALBOT HILL SEW Vendor 071019 SCARSELLA BROTHERS INC Check # 0 Page: 1 Prct Balance Used 0.00 0.00 Page: 1 expdetl.rpt D6/27/2017 10:14AM Periods: 1 through 6 426 WASTEWATER CIP 465506 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ D18 PW UTILITY SYSTEMS Account Number 394.35.63.000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 02/24/2017 encumber CO 18/0001991 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor 071019 SCARSELLA BROTHERS INC 02/27/2017 encumber CO 18/0001988 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor 077215 STANTEC CONSULTING SVCS INC 02/28/2017 cashtrans GJ TR17-02-033 Line Description: 2017-02 SOFT CIP 02/28/2017 cashtrans GJ TR17-02-033 Line Description: 2017-02 SOFT CIP 03/21/2017 invoice IN 1173553 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor 077215 STANTEC CONSULTING SVCS INC 03/21/2017 encumber LI 1173553 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor: 077215 STANTEC CONSULTING SVCS INC 03/31/2017 cashtrans GJ TR17-03-032 Line Description: 2017-03 SOFT CIP 03/31/2017 cashtrans GJ TR17-03-032 Line Description: 2017-03 SOFT CIP 04/19/2017 invoice IN 1185640 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor 077215 STANTEC CONSULTING SVCS INC 04/19/2017 encumber LI 1185640 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor 077215 STANTEC CONSULTING SVCS INC 04/24/2017 budadjust BA ORD 5835 Line Description: TALBOT ROAD SEWER RELOCATION 04/30/2017 cashtrans GJ TR17-04-034 Line Description: 2017-04 SOFT CIP Expenditure Detail Report City of Renton 01/01/2017 through 06/30/2017 Adjusted Year-to-date Appropriation Expenditures Expenditures (Continued) Document Description: CAG-16-036 TALBOT HILL SEW Check # 0 Document Description : CAG-15-120, ADD #1-16, TALBC Check # 0 4,963.21 Document Description: 2017-02 WASTEWATER SOFT C 6,981.64 Document Description: 2017-02 WASTEWATER SOFT C 35,019.22 Document Description : CAG-15-120, ADD #1-16, TALBC Check # 355518 Document Description : CAG-15-120, ADD #1-16, TALBC Check # 355518 4,469.86 Document Description : 2017-03 WASTEWATER SOFT C 46765 Document Description : 2017-03 WASTEWATER SOFT C 4,890.36 Document Description : CAG-15-120, ADD #1-16, TALBC Check # 356259 Document Description : CAG-15-120, ADD #1-16, TALBC Check # 356259 1,400,000.00 Document Description : ORD 5835 2017 CF/1 ST QTR BE 2,205.50 Document Description: 2017-04 WASTEWATER SOFT C Page: 2 Year-to-date Prct Encumbrances Balance Used 7,514.42 51,650.00 -35,019.22 -4,890.36 Page: 2 expdetl.rpt 06/27/2017 10:14AM Periods: 1 through 6 426 WASTEWATER CIP 465506 TALBOT HILL SEWER REPLACEMENT (SR167 ICI 018 PW UTILITY SYSTEMS Account Number 394.35.63.000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 05/08/2017 invoice IN Talbot Excise Fee Line Description: Talbot Hill Sewer Relocation E Vendor 042364 KING CNTY TREASURER 05/08/2017 invoice IN Talbot Recordinq Fee Line Description: Talbot Hill Sewer Relocation E Vendor 042364 KING CNTY TREASURER 05/12/2017 invoice IN Pay Est #8 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor. 071019 SCARSELLA BROTHERS INC 05/12/2017 encumber LI Pay Est #8 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor 071019 SCARSELLA BROTHERS INC 05/12/2017 invoice IN Pay Est #8 Line Description: Sales Tax Vendor 071019 SCARSELLA BROTHERS INC 05/31/2017 cashtrans GJ TR17-05-034 Line Description: 2017-05 SOFT CIP 06/05/2017 encumber LI 1205587 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor 077215 STANTEC CONSULTING SVCS INC 06/05/2017 invoice IN 1205587 Line Description: CAG-15-120, ADD #1-16, Talbot Vendor 077215 STANTEC CONSULTING SVCS INC 06/14/2017 encumber CO 18/0001991 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor 071019 SCARSELLA BROTHERS INC 06/14/2017 encumber CO 18/0001991 Line Description: CAG-16-036 Talbot Hill Sewer R Vendor 071019 SCARSELLA BROTHERS INC 06/16/2017 invoice IN Pay Est #9/Final Line Description: CAG-16-036 Talbot Hill Sewer R Vendor 071019 SCARSELLA BROTHERS INC Expenditure Detail Report City of Renton 01/01/2017 through 06/30/2017 Adjusted Year-to-date Year-to-date Appropriation Expenditures Expenditures Encumbrances (Continued) 10.00 Document Description : TALBOT HILL SEWER RELOCAI Check # 356546 77.00 Document Description : TALBOT HILL SEWER RELOCAI Check # 356545 54, 863.40 Document Description : CAG-16-036 TALBOT HILL SEW Check # 356685 -54,863.40 Document Description : CAG-16-036 TALBOT HILL SEW Check # 356685 5,486.34 Document Description : CAG-16-036 TALBOT HILL SEW Check # 356685 1,665.66 Document Description : 2017-05 WASTEWATER SOFT C -42,470.01 Document Description : CAG-15-120, ADD #1-16, TALBC Check # 357498 42,470 01 Document Description : CAG-15-120, ADD #1-16, TALBC Check # 357498 -19,525.00 Document Description : CAG-16-036 TALBOT HILL SEW Check # 0 7,913.60 Document Description : CAG-16-036 TALBOT HILL SEW Check # 0 39,444 18 Document Description: CAG-16-036 TALBOT HILL SEW Check # 357619 Page: 3 Prct Balance Used Page: 3 expdetl.rpt Expenditure Detail Report Page: 4 06/27/2017 10:14AM Periods: 1 through 6 City of Renton 01/01/2017 through 06/30/2017 426 WASTEWATER CIP 465506 TALBOT HILL SEWER REPLACEMENT (SR167 ICI 018 PW UTILITY SYSTEMS Account Number 594,35.63.000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 06/16/2017 encumber LI Pay Est #9/Final Line Description: CAG-16-036 Talbot Hill Sewer R Vendor 071019 SCARSELLA BROTHERS INC 06/16/2017 invoice IN Pay Est #9/Final Line Description: Sales Tax Vendor 071019 SCARSELLA BROTHERS INC 594.35.63.000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ Total WASTEWATER CIP Grand Total Adjusted Year-to-date Year-to-date Appropriation Expenditures Expenditures Encumbrances (Continued) Document Description : CAG-16-036 TALBOT HILL SEW Check # 357619 3,944.42 Document Description : CAG-16-036 TALBOT HILL SEW Check # 357619 1,400,000.00 429,867.86 429,867.86 1,400,000.00 429,867.86 429,867.86 1,400,000.00 429,867.86 429.867.86 -39,444.18 412.828.12 412,828.12 412,828.12 Prct Balance Used 557,304.02 60.19 557,304.02 60.19 557.304.02 60.19 Page: 4 r V701M p.r ull sa. Utility Construction Agreement Work by Utility - Shared Cost Agreement Number Region UTB 1223 Northwest Control Section State Route Mileposts 174303 1 405 From 02.25 To 03.74 Estimated Agreement Amount $ 3,974,945 CAG-16-068 Organization and Address City of Renton Renton City Hall 1055 South Grady Way Renton, WA 98057 Project Title / Location 1-405, SR 167 Interchange Direct Connector South 14tn Street — Sanitary Sewer Main Relocation This Utility Construction Agreement is made and entered into between the Washington State Department of Transportation (STATE) and the above named UTILITY. WHEREAS, the STATE is planning the construction or improvement of the State Route as shown above for the identified STATE Project, and in connection therewith, it is necessary to remove and/or relocate and/or construct certain UTILITY facilities (Work), and WHEREAS, the Work includes relocation of facilities with property rights and facilities without property rights, and WHEREAS, the UTILITY is responsible for (1) the cost of the Work for UTILITY facilities located without a documented ownership of and/or interest in real property, such as being located pursuant to a franchise, a permit, or undocumented permission, (2) all betterments, and (3) new facilities, and WHEREAS, the STATE is responsible for the cost of the Work affecting the UTILITY's facilities located pursuant to a documented ownership of and/or interest in real property, such as an easement, fee title, or court finding of prescriptive right, which is impacted by the STATE project, and WHEREAS, the Work shall be defined as all materials, equipment, labor, contract administration and any other effort required to perform the relocation, construction, and/or removal of the UTILITY's facilities, and WHEREAS, it is deemed to be in the best public interest for the UTILITY to perform the relocation, removal, or construction of its facilities, NOW, THEREFORE, pursuant to RCW 47.01.210 and chapter 47.44 RCW, the above recitals that are incorporated herein as if fully set forth below, and in consideration of the terms, conditions, covenants, and performances contained herein, as well as the attached Exhibits A, B and C, which are incorporated and made a part hereof, IT IS MUTUALLY AGREED AS FOLLOWS: 1. CONSTRUCTION, INSPECTION, AND ACCEPTANCE 1.1 Program Guide: Utility Relocation and Accommodation on Federal Aid Highway Projects shall determine and establish the definitions and applicable standards and payments under this Agreement. By this reference this document is adopted and made a part of this Agreement as if fully contained herein. 1.2 Betterment: A betterment is any improvement to the UTILITY's facilities not required by code, regulation, standard industry practice, or any other applicable regulation. If any of the Work constitutes a betterment as defined in the Program Guide: Utility Relocation and Accommodation on Federal Aid Highway Projects, the UTILITY is solely responsible for the costs of such improvement. 1.3 Accrued Depreciation: Accrued depreciation may be applied to any of the UTILITY's major facilities, such as a building, pump station, power plant, etc. Accrued depreciation shall not apply to the UTILITY's primary facilities, such as pipelines, conductors, poles, cable, conduit, etc. If any UTILITY facility does qualify for an adjustment due to accrued depreciation as defined in Program Guide: Utility Relocation and Accommodation on Federal Aid Highway Projects , the costs are calculated according to the formula in the Program Guide and the result is shown as a UTILITY cost in Exhibit B Cost Estimate. 1.4 The UTILITY shall furnish the labor, materials, equipment, and tools required for and perform the Work in constructing, removing and/or relocating the UTILITY facilities, in accordance with Exhibit A, Special Provisions, and Exhibit C, Plans. 1.5 If the UTILITY is not adequately staffed or equipped to perform all the Work required herein, the UTILITY may have all or part of this Work done by a contract let by the UTILITY, as follows: 1.5.1 Before contracting out any Work, the UTILITY shall obtain written authorization from the STATE, and the STATE may require the UTILITY to advertise and solicit bids for the contract Work. 1.5.2 STATE requires the Work to be advertised and bid, the UTILITY shall provide a copy of all bid documents to the STATE seven (7) calendar days prior to the advertisement date for STATE comment. 1.5.3 The UTILITY shall notify the STATE at least three (3) working days in advance of the location and time of the bid opening so that a STATE representative may attend the bid opening. 1.5.4 The UTILITY shall supply a copy of the three lowest bids with itemized bid amounts to the STATE within seven (7) calendar days of bid opening 1.5.5 If the UTILITY elects to use other than the lowest bid contractor, the UTILITY shall provide written justification to the STATE for the use of that contractor and bid price. The STATE shall review the UTILITY's written justification, and if the STATE does not agree therewith and the UTILITY awards the bid to other than the lowest bid contractor, the UTILITY shall be responsible for the cost difference between the amount of the lowest bid and the amount of the awarded contract. 1.6 If the UTILITY desires to have the Work performed under an existing contract, the STATE may require the UTILITY to provide the STATE with a copy of the contract for the STATE's written approval of the contractor and contract charges. 1.7 The Parties agree that nothing in the STATE's approval of a UTILITY contractor or bid shall be for the benefit of the UTILITY; all such approvals, whether written or verbal, shall be solely for the benefit of the STATE and shall not establish a contractual relationship among the STATE, the UTILITY, and the UTILITY's contractor. 1.8 All of the UTILITY's Work, construction procedures, materials, and/or utility installation, as provided under this Agreement, shall be subject to STATE inspection for solely the benefit of the STATE's payment, state highway and/or STATE project. The UTILITY shall promptly notify the STATE in writing when the Work is completed. The STATE shall inspect the Work for compliance with the Exhibits attached to this Agreement. The STATE will notify the UTILITY in writing of any non- compliance that would impact the STATE's payment, state highway and/or STATE project. The UTILITY agrees to make the necessary changes to satisfy the STATE requirements or adjust the invoice. The STATE's inspection shall not reduce or modify the UTILITY's responsibility for the Work. 1.9 Upon completion of the Work, the UTILITY agrees that it shall be solely responsible for all future ownership, operation and maintenance costs of its facilities, without STATE liability or expense. 2. AUTHORITY TO BEGIN WORK AND WORK SCHEDULE 2.1 The UTILITY agrees not to begin Work until the STATE has provided written notice, authorizing the UTILITY to begin Work. The STATE shall not be obligated to reimburse the UTILITY for any Work performed before the date of notification. 2.2 The UTILITY agrees to schedule and perform the Work in such manner as not to delay or interfere with the STATE's contractor in the performance of the STATE's project. The UTILITY shall be responsible for any costs resulting from delay of, or interference with, the STATE's project contractor, to the extent the delay or interference is attributable to the UTILITY or the UTILITY's contractor. The Parties' mutually agreed conditions or requirements for avoidance of delay of, or interference with, the STATE's project contractor is included in Exhibit A. 3. COMPLIANCE 3.1 The UTILITY agrees to comply with all applicable requirements of the STATE in accordance with the Utilities Accommodation Policy, Chapter 468-34 WAC, and amendments thereto, and said policy and amendments are hereby incorporated in and made a part of this Agreement for all intents and purposes as if fully set forth herein. 3.2 The UTILITY agrees to comply with all applicable laws and environmental requirements of any jurisdictional agency and is responsible for obtaining any necessary environmental permits required in order to perform the Work. 3.3 The UTILITY agrees to obtain and comply with any other permits from any jurisdictional agency that are required in order for the UTILITY to perform the Work. 4. PAYMENT 4.1 The UTILITY agrees that it shall be responsible for the actual direct and related indirect costs, including mobilization, construction engineering, contract administration and overhead costs, associated with the Work where the UTILITY does not have a documented ownership of and/or interest in real property, such as an easement, fee title, or a court finding of prescriptive right for its facilities. The UTILITY -responsible cost of this Work is estimated to be Three Hundred Eighty Thousand Three Hundred Forty -Five Dollars ($380,345.00). An itemized estimate of UTILITY - responsible costs for Work to be performed is included in Exhibit B, Cost Estimate. 4.2 The STATE is responsible for the cost of the Work, excluding all betterment or new facility work, for the UTILITY's facilities that are located pursuant to a documented ownership interest in real property, such as an easement, fee title, or court finding of prescriptive right, which are impacted by the STATE project, as shown in Exhibits A and B. Exhibit B, Cost Estimate, contains an itemized cost estimate of STATE -responsible costs for the Work to be performed by the UTILITY. 4.3 The STATE, in consideration of the faithful performance of the Work to be done by the UTILITY, agrees to reimburse the UTILITY for the actual direct and related indirect cost of the Work, excluding all betterment or new facility work, for which the STATE is responsible as defined in Exhibit B. The UTILITY agrees to invoice the STATE and provide supporting documentation for all charges, and the STATE agrees to pay the UTILITY within thirty (30) days of receipt of an invoice. Payments shall not be more frequent than one per month. A partial payment will not constitute agreement as to the appropriateness of any item and that, at the time of final invoice, the Parties will resolve any discrepancies. 4.4 The UTILITY shall submit a final invoice to the STATE within ninety (90) calendar days following completion of the Work. In the event that the final invoice reveals an overpayment to the UTILITY, the UTILITY agrees to refund such overpayment to the STATE within thirty (30) days. 4.5 State Fiscal Year End Closure Requirements (chapter 43.88 RCW): Any invoices for Work performed between July 1 and June 30 of any given year must be submitted to the STATE no later than July 6th (or the first business day after the July 4th holiday) of the same calendar year. If the UTILITY is unable to provide an invoice for such Work by this date, an estimate of all remaining payable costs owed by the STATE for Work performed by the UTILITY prior to July 1 must be submitted to the STATE no later than July 19th of the same year in order for the STATE to accrue the amount necessary for payment. The UTILITY will thereafter submit any remaining invoices to the STATE for such Work as soon as possible. Failure to comply with these requirements may result in the need for the STATE to file for approval of belated claims pursuant to chapter 43.88 RCW, which may significantly delay payment. The STATE shall not be required to pay to the UTILITY late payment fees, interest, or incidental costs incurred by the UTILITY or any other costs related to a delayed payment if the UTILITY fails to comply with the invoice requirements of this Section. 5. CHANGE IN WORK OR COST INCREASE 5.1 The Parties agree that should unforeseen conditions or circumstances require additional or changes in Work from what Exhibits A and C provide, and/or increases in costs above the Exhibit B Cost Estimate by more than five (5) percent, an Amendment is required. If the additional or change in Work must be immediately performed in order to avoid project schedule delays and/or to avoid additional project costs, the STATE may authorize such additional or change in Work and/or increased costs in advance of formal Amendment execution; provided that, (a) the UTILITY submits to the STATE a written description of the additional or change in Work and a cost estimate, (b) the STATE Capital Program Development and Management Office (CPDM) verifies that funds are available within the project budget to cover the additional costs, and (c) if verified by CPDM, the STATE shall provide the UTILITY with a written authorization. The STATE's written authorization shall be subject to all the terms and conditions of the Agreement. The UTILITY may not be reimbursed for any costs above the Exhibit B Cost Estimate until an Amendment has been executed. 5.2 Should it be necessary to modify Exhibit A, Special Provisions, the UTILITY agrees to immediately notify the STATE of all proposed changes, and the STATE agrees to provide written notice of its acceptance or rejection of the change(s), in writing, within ten ( 10 ) working days. PERMIT 6.1 The UTILITY shall apply for a permit for those new or modified UTILITY facilities that will be located within the STATE's limited access right of way. After receiving the application, the STATE will issue the UTILITY a permit. RIGHT OF ENTRY 7.1 Subject to the UTILITY obtaining all required permits and meeting any other requirements for Work conducted within state- owned right of way, the STATE hereby grants the UTILITY a right of entry upon all land in which the STATE has interest for the purpose of performing the Work. Upon completion of the Work, this right of entry shall terminate. 7.2 A STATE grant of access and right of entry onto an interstate limited access right of way may require additional conditions, for example, a traffic control plan will be required if the UTILITY's Work will impact highway traffic. The Parties agree that all UTILITY access and right of entry provisions affecting an interstate limited access right of way will be identified in Exhibit A, Special Provisions. Upon completion of the Work, this right of entry shall terminate except as otherwise provided in Section 6. 7.3 The UTILITY shall not enter state-owned right of way without first having a STATE -issued written right of entry. GENERAL PROVISIONS 8.1 Indemnification: To the extent authorized by law, the UTILITY and STATE shall indemnify and hold harmless one another and their employees and/or officers from and shall process and defend at its own expense any and all claims, demands, suits at law or equity, actions, penalties, losses, damages (both to persons and/or property), or costs, of whatsoever kind or nature, brought against the one Party arising out of, in connection with, or incident to the other Party's performance or failure to perform any aspect of this Agreement, provided, however, that if such claims are caused by or result from the concurrent negligence of (a) the UTILITY and (b) the STATE, their respective employees and/or officers, or involves those actions covered by RCW 4.24.115, this indemnity provision shall be valid and enforceable only to the extent of the negligence of the UTILITY or STATE, and provided further, that nothing herein shall require the UTILITY or STATE to hold harmless or defend the other or its employees and/or officers from any claims arising from that Party's sole negligence or that of its employees and/or officers. The terms of this section shall survive the termination of this Agreement. 8.2 Disputes: If a dispute occurs between the UTILITY and the STATE at any time during the prosecution of the Work, the Parties agree to negotiate at the management level to resolve any issues. Should such negotiations fail to produce a satisfactory resolution, the Parties agree to enter into arbitration and/or mediation before proceeding to any other legal remedy. Each Party shall be responsible for its own fees and costs. The Parties agree to equally share the cost of a mediator or arbiter. 8.3 Venue: In the event that either Party deems it necessary to institute legal action or proceedings to enforce any right or obligation under this Agreement, the Parties hereto agree that any such action or proceedings shall be brought in the superior court situated in Thurston County, Washington. Each Party shall be responsible for its own attorney's fees and costs. 8.4 Termination: 8.4.1 The UTITLTY understands that the STATE retains the right to terminate this Agreement for convenience upon thirty (30) calendar days written notice to the UTILITY. In the event that the STATE exercises this termination right, the STATE will reimburse the UTILITY for all allowable costs under this Agreement incurred prior to the date of termination. 8.4.2 In the event funding for the Work is withdrawn, reduced, or limited in any way after the execution date of this Agreement and prior to normal completion, the STATE may terminate the Agreement upon less than the thirty (30) calendar day notice requirement in section 8.4.1, subject to renegotiation at STATE's sole option pursuant to the revised funding limitations and conditions. 8.5 Amendments: This Agreement may be amended by the mutual agreement of the Parties. Such amendments or modifications shall not be binding unless put in writing and signed by persons authorized to bind each of the Parties. 8.6 Independent Contractor: Both Parties shall be deemed independent contractors for all purposes, and the employees of each Party and any of its contractors, subcontractors, consultants, Panes F of R 1 ITR 1991 and the employees thereof, shall not in any manner be deemed to be the employees of the other Party. 8.7 Audit and Records: During the progress of the Work and for a period of not less than three (3) years from the date of final payment. The UTILITY shall maintain the records and accounts pertaining to the Work and shall make them available during normal business hours and as often as necessary, for inspection and audit by the STATE, State of Washington, and/or Federal Government and copies of all records, accounts, documents or other data pertaining to the Work will be furnished upon request. The requesting Party shall pay the cost of copies produced. If any litigation, claim or audit is commenced, the records and accounts along with supporting documentation shall be retained until any litigation, claim or audit finding has been resolved even though such litigation, claim or audit continues past the three-year retention period. 8.8 Working Days: Working days for this Agreement are defined as Monday through Friday, excluding Washington State holidays per RCW 1.16.050. IN WITNESS WHEREOF, the Parties hereto have executed this Agreement as of the day and year last written below. UTILIT WASHING N STATE DEPARTMENT OF TRANS P TAT By By Name Denis Law Name Title Ma Date 4 "2&1, Title I MOM Date APPROVED AS FORM APPR Ep AS TO FORM By awrence/_Warren, City Attorney Ann E./Salay, Senior Assistant Attorney Date y�tp // (" Date Attest: — r, , 11f1k Jaso Seth, y Clerk WREN roti..<;, 11 . I,. , 0 Panes R of R I ITR 1271 Stantec Consulting Services Inc. 11130 NE 33rd PI, Suite 200 Bellevue, WA 98004 TITLE: Opinion of Probable Construction Cost OWNER: City of Renton PROJECT: Talbot Hill Sewer Relocation-1.405, SR167 IC/DC Project JOB NO: 2002003609 Prepared by: SMA Date: 2/29/2016 Checked by ELB Date: 3/9/2016 95% DESIGN = do not change here (see workshts) Approx. Bid Item Description Quantity Unit Unit Cost Total Cost 1 Mobilization & Demobilization 1 IS $ 314,100.00 $ 314,100.00 2 Trench Excavation Safety Systems 1 LS $ 35.000 00 $ 35.000.00 3 Construction Surveying, Staking, and As-Builts 1 LS $ 15.000.00 S 15,000.00 4 Traffic Control 1 LS $ 30,000.00 S 30,000.00 5 Temporary Erosion/Sedimentation Controls 1 LS $ 35.000.00 S 35,000.00 6 Site Clearing and Grading 1 LS $ 23.000.00 S 23,000.00 7 Furnish and Install 8-inch PVC Sewer Pipe 630 LF $ 150.00 5 94,500 00 8 Furnish and Install 12-inch PVC Sewer Pipe 710 LF $ 200.00 $ 142,000.00 9 Furnish and Install 15-inch PVC Sewer Pipe 90 LF $ 240.00 $ 21.600 00 10 Furnish and Install 18-inch Steel Casing Pipe with 12-inch PVC Carrier Pipe 70 LF $ 380.00 $ 26,600.00 11 Furnish and Install 36-inch Steel Casing Pipe with 15-inch PVC Carrier Pipe (Open Cut Installation) 300 LF $ 500.00 S 150,000.00 12 HOD Trenchless Installation of 12-inch HDPE Sewer Pipe 1 LS $ 1,100,000.00 S 1,100,000.00 13 Trenchless Installation of 36-inch Steel Casing 280 LF $ 1,325.00 S 371,000.00 14 Furnish and Install 15-inch PVC Carrier Pipe within Steel Casing (Trenchless Installation) 280 LF $ 135.00 $ 37,800.00 15 Television Inspection of Sanitary Sewers 3260 LF $ 1.50 $ 4,890.00 16 Launch and Reception Shafts 1 LS S 440,000.00 $ 440,000.00 17 Furnish and Install 48-inch Diam. Sanitary Sewer Manhole with Flat Top 1 EA $ 7,000.00 S 7,000.00 18 Furnish and Install 48-inch Diam. Saddle Manhole with Flat Top 4 EA $ 8,00000 $ 32,000.00 19 Furnish and Install 60-inch Diann. Sanitary Sewer Manhole with Flat Top 3 EA $ 12.500 00 $ 37,500.00 20 Furnish and Install 60-inch Diam. Saddle Manhole with Flat Top 1 EA $ 10.000.00 $ 10.000.00 21 Furnish and Install 60-inch Diam. Drop Manhole with Flat Top 2 EA $ 15,000.00 $ 30,000.00 22 Extension of Existing 12-inch Culvert 40 LF $ 7500 $ 3,000.00 23 Connection to Existing Sewer System 7 EA $ 5,50000 $ 38,500.00 24 Abandon Existing Sanitary Sewer Manhole 12 EA $ 800.00 $ 9,600.00 25 Abandon & Fill Existing Sanitary Sewer Main over 10-inch Diam. 1,530 LF $ 15.00 $ 22,950.00 26 Removal and Replacement of Unsuitable Foundation Material 50 TON $ 25.00 $ 1,250.00 27 Select Imported Trench Backfill 7,000 TON $ 20.00 $ 140.000.00 26 Imported Gravel Borrow 5,150 TON $ 18.00 $ 92,700.00 29 Quarry Spalls 2,250 TON $ 25.00 $ 56.250.00 30 Controlled Density Fill (Backfill) (As Required) 50 CY $ 125.00 $ 6.250.00 31 Asphalt Patch including CSTC 650 SY $ 150.00 S 97,500 00 32 Surface Restoration 1 LS $ 30,000.00 $ 30,000.00 subtotal $ 3.454,990 Washington States Sales Tax @ 9.5% of subtotal $ 328,200 Subtotal Sched. A $ 3,793,190 Contingency @ 10% of subtotal $ 378,300 Total Probable Construction Cost $ 4,261,490 Consukant Construction Services $ 193,800 TOTAL PROJECT COST $ 4,355,290 UTB 1223 Exhibit B Cost Estimate Page 1 of 2 UTB 1223 Exhibit B Cost Estimate Cost Sharing Bid Item 13- Trenchless Installation of 36-inch Steel Casing Bid Item 14- Furnish & Install 15-inch PVC Carrier Pipe within Steel Casing unit LF Bid Item 13 280 Bid Item 14 280 UTILITY share Bid Item 13 Bid Item 14 unit cost total cost $1,325 $371,000 $135 $37,800 218 $1,325 $288,850 218 $135 $29,430 subtotal $318,280 9.5% tax $30,237 10% contingency $31,828 UTILITY SHARE TOTAL $380,345 Total Project Cost Less UTILITY share STATE TOTAL $4,355,290 $380,345 $3,974,945 UTB 1223 Exhibit B Cost Estimate Page 2 of 2 INVOICE REQUEST City of Renton Finance Department Date From Department UChristense ome & gn ture) June 21, 2017 PW/Utility Systems Division/ Wastewater Utility Section Customer Number Account Name Dept Contact/Phone 256 Washington State DOT Dave Christensen, x7212 X Original Invoice ❑ Credit Memo's [Ej=DebitMemo For Invoice: Invoice Title SR 167 Interchanged Direct Connector —Talbot Sewer Relocation WSDOT Agreement UTB 1223 Description Amount Reimbursement for the construction costs of the relocation of city- $305,447.38 owned sanitary sewer mains on Talbot Hill incurred between January 1, 2017 and June 30, 2017, per WSDOT Agreement UTB 1223 Account Distribution Work Order/Function Amount 426.465506.018.334.03.60.000 $305,447.38 Talbot Hill Sewer Replacement WSDOT INVOICE TOTAL $305,447.38 Comments: Please return the invoice to Melissa Crawford, Utility Systems, for mailing with supporting documentation. Address: WSDOT Attn: Lesly Chan 600 108`h Ave NE, Suite 400 Bellevue, WA 98004 Phone: 425-456-8526 Send completed form and all backup to Accounts Receivable, Sandra Pedersen, ASD. ext. 6897 Denis Law Mayor Public Works Department - Gregg Zimmerman, P.E., Administrator June 21, 2017 Ms. Lesly Chan WSDOT 600 108`h Avenue NE, Suite 400 Bellevue, WA 98004 RE: 1405, SR 167 INTERCHANGE DIRECT CONNECTOR — TALBOT HILL SEWER RELOCATION WSDOT AGREEMENT NUMBER UTB 1223 Dear Ms. Chan: In accordance with WSDOT Agreement UTB 1223, the City of Renton is requesting reimbursement for the construction costs of the relocated sewer improvements by Scarsella Bros. Inc. incurred between January 1, 2017 and June 30, 2017, in the amount of $305,447.38. Attached are an invoice; a copy of Construction Pay Estimates No. 7, No. 8, and No. 9; and a summary sheet from the City's invoice system showing payment made for each Construction Pay Estimate. All work related to pay items 13 and 14, which the Renton Wastewater Utility is responsible for a share of the cost per WSDOT Agreement UTB 1223, was completed and appropriately invoiced previously. The total cost of Pay Estimates No. 7, No. 8, and No. 9 was $305,447.38. Pay Estimate 9 is the final payment. This will complete reimbursement for the construction costs (Scarsella). An invoice for reimbursement for construction services (Stantec) will be submitted under separate cover. For your reference, a copy of the pertinent portions of WSDOT Agreement UTB 1223 is also attached. If you have any questions regarding this request for reimbursement, please contact me by phone at 425-430-7206 or by email at mbenoit@rentonwa.gov. Sincerely, Michael A. Benoit Wastewater Utility Project Manager Attachments cc: Vicki Grover, Transportation Planning Manager H:\File Sys\WWP - WasteWater\WWP-27-03812 Talbot Hill Sanitary Sewer Relocation\WSDOT\Talbot Hill WSDOT Reimbursement Letter 7 July 2017 Scarsella.doc\MABmc I ncc C—.,.L, /- A., 1A/.... D....... .. MA nonr-7 . .,,.,.,..,..— ,.,,,, Public Works Departme June 21, 2017 Ms. Lesly Chan WSDOT 600 108" Avenue NE, Suite 400 Bellevue, WA 98004 Denis Law Mayor RE: 1405, SR 167 INTERCHANGE DIRECT CONNECTOR — TALBOT HILL SEWER RELOCATION WSDOT AGREEMENT NUMBER UTB 1223 Dear Ms. Chan: In accordance with WSDOT Agreement UTB 1223, the City of Renton is requesting reimbursement for the construction costs of the relocated sewer improvements by Scarsella Bros. Inc. incurred between January 1, 2017 and June 30, 2017, in the amount of $305,447.38. Attached are an invoice; a copy of Construction Pay Estimates No. 7, No. 8, and No. 9; and a summary sheet from the City's invoice system showing payment made for each Construction Pay Estimate. All work related to pay items 13 and 14, which the Renton Wastewater Utility is responsible for a share of the cost per WSDOT Agreement UTB 1223, was completed and appropriately invoiced previously. The total cost of Pay Estimates No. 7, No. 8, and No. 9 was $305,447.38. Pay Estimate 9 is the final payment. This will complete reimbursement for the construction costs (Scarsella). An invoice for reimbursement for construction services (Stantec) will be submitted under separate cover. For your reference, a copy of the pertinent portions of WSDOT Agreement UTB 1223 is also attached. If you have any questions regarding this request for reimbursement, please contact me by phone at 425-430-7206 or by email at mbenoit@rentonwa.gov. Sincerely, Michael A. Benoit Wastewater Utility Project Manager Attachments cc: Vicki Grover, Transportation Planning Manager H:\File Sys\WWP - WasteWater\WWP-27-03812 Talbot Hill Sanitary Sewer Relocation\WSDOT\Talbot Hill WSDOT Reimbursement Letter 7 July 2017 Scarsella.doc\MABmc 1055 South Grady Way, Renton, WA 98057 • rentonwa.gov Unit Price Total Quant Total Utility Share Utility Share State Share State Share Linear Foot Cost Linear Foot Cost Linear Foot Cost Bid Item 13 $800.00 307 $245,600.00 218 $174,400.00 89 $71,200.00 Bid Item 14 $70.00 307 $21,490.00 218 $15,260.00 89 $6,230.00 Sales Tax $25,373.55 $18,017.70 $7,355.85 Total $292,463.55 $207,677.70 $84,785.85 Paid through 2nd Invoice Including Tax (Pay Est 3) $56,064.00 Request 3rd Invoice (Pay Est 4, 5, 6) $236,399.55 Request 4th Invoice (Pay Est 7, 8, 9) $305,447.38 $0.00 $207,677.70 $0.00 $56,064.00 $28,721.85 $305,447.38 Total Cost Construction Contract $3,157,305.69 $207,677.70 $2,949,627.99 1 [:I:NV:OIC7EREQUEST City ofRenton Finance Department ---------- Date From Department Authorization (Name & Si `fir , 31 January 27, 2017 PW/Utility Systems Division/ Wastewater Utility Section Teresa Phelan Customer Number Account Name Dept Contact/Phone 256 Washington State DOT Dave Christensen, x7212 X Original Invoice ffCredi:tMem]o Debit Memo For Invoice: Invoice Title SR 167 Interchanged Direct Connector — Talbot Sewer Relocation WSDOT Agreement UTB 1223 Description Amount Reimbursement for the construction costs of the relocation of city- $690,269.62 owned sanitary sewer mains on Talbot Hill incurred between September 10, 2016 and December 31, 2016, per WSDOT Agreement UTB 1223 Account Distribution Work Order/Function Amount 426.465506-018.334.03.60.000 $690,269.62 Talbot Hill Sewer Replacement WSDOT INVOICE TOTAL $690,269.62 Comments: Please return the invoice to Teresa Phelan, Utility Systems, for mailing with supporting documentation. Address: WSDOT Attn: Lesly Chan 600 108`h Ave NE, Suite 400 Bellevue, WA 98004 Phone: 425-456-8526 Send completed form and all backup to Accounts Receivable, Sandra Pedersen, ASD. ext. 6897 Accounts Receivable00 - Invoice �^ (:'ty °r t , AR Account No. r �j. rij, 1256 1055 South Grady Way / Renton, WA 98057 / (425) 430-6897 WA ST DOT ATTN: LESLY CHAN 600 108TH AVE NE - SUITE 400 BELLEVUE, WA 98004 Invoice No. 43671 Date 02/03/2017 Amount Due 690,269.62 Due Date 3/10/2017 Amount Enclosed Make Checks Payable to the CITY OF RENTON Please include your AR account number --------------------------------------------- When paying by check, detach and return the above with payment. --------------------------------------------- CITY OF RENTON DESCRIPTION AMOUNT SR 167 Interchanged Direct Connector - Talbot Sewer Relocation 690,269.62 Reimbursement for the construction costs of the relocation of city owned sanitary sewer mains on Talbot Hill incurred between Sept 10, 2016 and Dec 31, 2016 per WSDOT Agreement UTB 1223 Grant Billing 690,269.62 Total Amount Due: 690,269.62 AR ACCOUNT NO. 1256 TO AVOID INTEREST AND OR PENALTY CHARGES l PLEASE REMIT PAYMENT BY DUE DATE 690,269.62 Please Remit to: CITY OF RENTON ATTN: FINANCE / AR 1055 S. GRADY WAY RENTON, WA 98057 �L'LL°1�Lr,)Z 'L6 Once CA L 2 52S �Z \Z 1 , 1 `5 LZ. Denis Law Mayor 11;R Public Works Department - Gregg Zimmerman, P.E., Administrator January 27, 2017 Ms. Lesly Chan WSDOT 600 1081h Avenue NE, Suite 400 Bellevue, WA 98004 RE: 1405, SR 167 INTERCHANGE DIRECT CONNECTOR —TALBOT HILL SEWER RELOCATION WSDOT AGREEMENT NUMBER UTB 1223 Dear Ms. Chan: In accordance with WSDOT Agreement UTB 1223, the City of Renton is requesting reimbursement for the construction costs of the relocated sewer improvements by Scarsella Bros Inc. incurred between September 10, 2016 and December 31, 2016, in the amount of $690,269.62. Attached are an invoice; a copy of Construction Pay Estimates No. 4, No. 5, and No. 6; and a summary sheet from the City's invoice system showing payment made for each Construction Pay Estimate. We have also included a chart showing the progress of the work associated with Pay Estimates No. 4, No. 5, and No. 6 as related to pay items 13 and 14, which the Renton Wastewater Utility is responsible for a share of the cost per WSDOT Agreement UTB 1223. The total cost of Pay Estimates No. 4, No. 5, and No. 6 was $897,947.32. The Wastewater Utility, under the agreement, is responsible for 218 linear feet of pay items 13 and 14. With contract bid prices, that would mean we are responsible for a total of $207,677.70 (including sales tax) for our share of these two bid items. Therefore, this invoice is in the amount of $690,269.62 ($897,947.32 - $207,677.70), which is WSDOT's share. For your reference, a copy of the pertinent portions of WSDOT Agreement UTB 1223 is also attached. If you have any questions regarding this request for reimbursement, please contact me by phone at 425-430-7206 or by email at mbenoit@rentonwa.gov. Sincerely, Michael A. Benoit Wastewater Utility Project Manager Attachments cc: Vicki Grover, Transportation Planning Manager H:\File Sys\WWP - WasteWater\WWP-27-03812 Talbot Hill Sanitary Sewer Relocation\WSDOT\Talbot Hill WSDOT Reimbursement Letter 6 Jan 2017.doc\MABtp 1055 South Grady Way, Renton, WA 98057 • rentonwa.gov TO: FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Scarsella Bros. Inc. CONTRACT NO. CAG-16-036 PO# 1810001991 ESTIMATE NO. 4 PROJECT: Talbot Hill Sewer Relocation - 1-405, SR 167 IC/DC Project 1. CONTRACTOR EARNINGS THIS ESTIMATE $251,233.00 2. SALES TAX (ONLY ON SCHED A ITEMS) @ 9.50% $23,867.14 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $275,100.14 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $1,695,173.92 5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $238,671.35 6. SUBTOTAL - CONTRACTOR PAYMENTS 7. RETAINAGE ON PREVIOUS EARNINGS 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE 9. SUBTOTAL - RETAINAGE 10. SALES TAX PREVIOUSLY PAID 11. SALES TAX DUE THIS ESTIMATE 12. SUBTOTAL - SALES TAX " (95010 x LINE 1) '* (RETAINAGE: 5110) FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 426.465506.018.594.35.63.000 RETAINED AMOUNT (Line 8): ACCOUNT # 426.465506.016,594.35.63.000 CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION I, THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENA:TY OF PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED, THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESC" HEREIN AND THAT THE CLAIM IS A JUST, DUE AND AS OBLIGATION AGA'NST THE CITY OF RENTON. AND THAT 1 AUTHORIZED TO AUTHENTICATE AND CERTIFY TO SAID Signed: 111,40 /6(t,r L ¢D14 to/ac/110 $89,219.68 $12,561.65 $169,517.39 $23,867.14 GRAND TOTAL $262,538.49 # 4 $12,561.65 # 4 TOTAL THIS ESTIMATE: $1,933,845.27 $101,781.33 $193,384.53 $2,229,011.13 $262,538.49 $12,561.65 $275,100.14 Printed On: 10/25/2016 City of Renton Public Works Department Page 1 Printed On: 10/25/2016 City of Renton Public Works Department Page 1 Protect Talbot Hot Sawa( Relocation - 1.405. SR 1671CIDC Project Contract Ntrnber CAG-16-036 Contractor Scarse'la Bros Inc. Pay Estimate 4 Clos;ng Date- 102tl2016 Item Cesccpedn Un.t Est, Unit Prarous Previous This This Total Total No Quantity Price Quantity Amount Quanlity Amount Quantity Amour 001 Mobilization&Demotilization Lump Sum 1 5250.000.00 080 S200,00000 $0.00 0,03 5200,000.00 002 Trench Excavation Safety Systems Lump Sum 1 515,0OC1 OO 0.10 S1,500-00 005 S750 CO 0 15 52,25G 00 003 Construction Surveying. Staking and As-Bui'ls Lump Sum 1 S25.000.00 0.50 512.500.00 S0.CO 0.50 512,500.00 004 Traffic Control Lump Sum 1 S43.000.00• 0.63 S25,200.00 00, $2.000,00 068 $27.200.00 005 TernDordry Eros on/Sedinentafion Controls Lump Sum I S33.000.00 0.75 S22,500.00 SO 00 075 S22,500.00 006 Sate Clearing and Grading Lump Sum t S23.500 CO 0,40 S9.400 00 S3OO 0.40 $9.400.00 007 Furnish and Install 6-inch PVC Sewer pipe Linea• Foot 630 S50.50 0.00 $0.00 $3 CO 0 CO 50.00 008 Furnish and Insta-I 12-inch PVC Sewer Pipe Linear Foot 690 $55 00 0 CO SO OO 1200. $1.020.00 1200 51.020.00 009 Furnish and Install 15-Inch PVC Sewer Pipe linear Foot 100 S115 00 000 S0.00 S3 00 0 CO SO.CO Furnish and Install 18-inch Steel Casing Pipe w1h 12-inch 010 PVC Carrier Pipe Linear Foot 70 S215.00 0 CO SO 03 SO. DO 000 SO.00 Furnish and Install 36-Inch Steal Casing Pipe with 15-inch Oil PVC Carrier Pipe (Open Cut InstallaFon) Linear Fool 300 S3s3.00 000 S0.00 SO.00 000 $0.00 012 H30 Tranchless Installation or 12-inch HOPE Sewer Pipe Lump Sum 1 SE20,OCO 00 0.90 $733,000.00 0.10 S92,000.CO 1.00 S920,000 00 013 Tranchless Installation of 36-inch Steel Casing Linear Foot 240 S900.00 64.00 S51,200.00 182.00 S145,600.00 243.00 S196,800.00 Furnis` and Install 15' PVC Carrier Pape within Steel Casing 014 (Trench'ass installal:on) Linear Foot 240 $70 CO 000 SO.00 182.00 S12.740.00 182.00 S12,74000 O15 Te•evisii Inspecticri of Sanitary Sewers Linear Foot 3243 S4.50 COO SO 00 $000 0.00 SO.00 016 Launch and Reception Snafis Lump Sum 1 5790.CC0.60 0.85 S571,500.00 $0.03 0.85 S671.500.00 Furnish and Ir,Sla'1 48-inch Diam Sanitary Sawer Manhole 017 with Flat Top Each 1 S4.SCC 00 0.00 $000 $0.00 0,00 SO.00 Furnish and Install 48•Inch Diam Saddle Mantnole w.th Flat 018 Top Each A S4,625 00 0.00 SO.00 $0.00 0.00 S0.00 Furnish and Ins'all 60-inch Dam Sarilary Sewer Marncle 1019 with Flat Top Each 3 511.550 CO 0.00 SO.00 0.50 $5.775.00 0.50 S5,775.00 Furnish and Install 60-inch Dfam. Saddle Manhole with Flat C20 Top Each 1 510.300.00 0.00 $0 CO SO.00 000 S0.00 Furnish and Irsaa 60-inch Dem. Drop Manhole with Flat 021. Top Each 2 510,600.00 C.00 S] CC 050 $5.300 00 050 $5.300.00 022. Extend Existing 1lnstall new 12-Inch Culvert Linear Foot 16O $42 40 54-00 S2.259 EC SO 00 54.00 S2,269.60 023 Connect to Eaistxng Sewer Manhole Each 8 S600.CG 000 $0.00 $000 000 SO.00 024 Abandon Existing Sanitary Sewer Manhole Each 12 S80C CO 000 SO CO SO C-0 0.00 S0.00 Adardon S Fin Existing Sanitary Sewer Main Over 10' 025. Dram. Linear Foot 1530 S10.00 000 SO CO $000 000 $000 Removal and Replacement of Unsu4able Foundation 026 Materal Ton 50 $6500 181.60 SII.eO4.00 $000 181.6C $11,80400 C27. Select lmponed Trench Backfilt Ton 7000 S1600 000 SO.00 S0.00 0.0C sow 029 Imported Gravel Borrow For Fill Ton 7500 $19.25 I 2000 0-0 S38.500 00 SO 00 2000.00 S38 500 CC 029 Crushed Sur'acing Base Course for Gravel Roan Tom 2500 S22 50 0 ^C c^ - Sn nn 0 nn S^ nn Printed On: 10`2512016 City of Renton Public Works Department Page 2 Protect Talbot Hit Sewer Ra'ocatwn -1-405 SA 167 IC/DC Project Contract Number CAG-16-036 Contractor Scarsella Bros Inc Pay Est male 4 Casing Dale 1021.2016 Item Description Unit Est Un4 Prev Otis Previous This This Tcta Total No Quant ty Pr.ce ouant,. Amount OuanOty Amount Quantity Amount 030 Controlled Density FA (BacMill) (As Requ red, Cub c Yard 53 S130 DO 0 CC SO 00 SO 00 000 SO 00 031 A;phali Patch Including CSTC Square Yard 650 530 Gl 0 Cr) SO 00 5000 D OD 50 OO 032 Sirface Restoration Lump Sum 1 S15 DOO V 000 SO 6O SO OO 000 SO DO 033 00N2 Credit for Change of Trenchtess Casing Material Linea, Foot 243 (S12 00; 0 c0 SO 00 24600 (S2,952 00: 24600 (S2.952 DOi 034 CON2. Credit for Change of Open Cut Casing Material Linear Foot 300 (512 DO) 000 SO 00 SO 00 000 SO 00 035 CON2 Credal for Change of Imported Gravel Borrow for Fill Ton 7500 (SO 50; 0 "�J SO.DO 200000 (S1,070 00) 200000 (S1,000 00, Subtotal 9 5'. Sa es Taa Total S 1.784 393 60 $169.51 T39 51.953.910 99 S251 233 p0 S23 667 14 S275 100 14 S2 035 626 60 $193 364 53 S2 229.011 13 9 IolLs�IU TO: FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Scarselia Bros. Inc. CONTRACT NO, CAG-16-036 PO# 18/0001991 ESTIMATE NO. 5 PROJECT: Talbot Hill Sewer Relocation - 1-405, SR 167 IC/DC Project 1. CONTRACTOR EARNINGS THIS ESTIMATE $194,087.00 2. SALES TAX (ONLY ON SCHED A ITEMS) Q 9.50% $18,438.27 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $212,525.27 4- EARNINGS PREVIOUSLY PAID CONTRACTOR $1,933,845.27 5. EARNINGS DUE CONTRACTOR THIS ESTIMATE $184,382.65 6• SUBTOTAL - CONTRACTOR PAYMENTS 7. RETAINAGE ON PREVIOUS EARNINGS $101,781.33 8. "' RETAINAGE ON EARNINGS THIS ESTIMATE $9,704.35 9- SUBTOTAL - RETAINAGE 10. SALES TAX PREVIOUSLY PAID $193,384.53 11. SALES TAX DUE THIS ESTIMATE $18,438.27 12. SUBTOTAL - SALES TAX $2,118,227.92 $111,485.68 $211,822.80 ' (95io x LINE 1) " (RETAINAGE: 540 GRAND TOTAL: $2,441,536.40 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 426.465506.018.594.35.63.000 RETAINED AMOUNT (Line 8): ACCOUNT # 426.465506.018.594.35.63,000 CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION $202,820.92 # 5 $9,704.35 # 5 TOTAL THIS ESTIMATE: I THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED, THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED s •/ HEREIN. AND THAT THE CLAM IS A JUST. DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON. AND THAT I AUTHORIZED TO AUTHENTICATE AND CERTIFY TO SAID C IM r Signed: Jq4- It?1to $202,820.92 $9,704.35 $212,525.27 Printed On: 11/29/2016 City of Kenton Public Works Department Page 1 Printed On: 11/30/2016 City of Renton Public Works Department Project Talbot Hill Sevier Reecahcn - 1.405 SR 167 IC/DC Project Contractor. Scarsel'a Bros Inc Pay Estimate Ilem Description umt Est. Unit No. Quantity Price Contract Numeer CAG-16-036 5 Closing Date 11(2s=l6 Previous Frevious This Duanhty Amount Ouantev Page 1 This Tota'. TGa! 001 fdotdization 8 Demobilizatitn Lump Sum 1 S250,000 00 060 S200,CCO 00 0.00 $0.00 0.80 S200,000.00 002 Tranch Excavation Safety Systems Lump Sum 1 $15.000.00 015 S2,250.00 0.03 S450.00 0.18 S2,700.00 003 Construction Surveying. Sta!r.ng. and As-Bullts Lump Sum 1 525.G00.00 050 512,500.DO 0 W SO.00 0.50 S12,500.00 004. Traffic Control Lump Sum 1 $40.000 Do 068 S27,200.00 0.08 S3.200 00 076 S30 400.00 C05 Temporary Erosior/Sedimenta;ion Cortrois Lump Sum 1 S30,000.00 o 75 522,500.00 001 S300.00 076 $22,600.00 OG6 Site Clear,ng and Grading Lump Sum 1 S23,500.00 040 S9.400.00 0.40 s9,400.00 0.60 518.80.0 CA 001. Furnish and Install 8-Inch PVC Sev.er Pipe Linear Feel E30 S50.50 000 SO 00 0.00 $0,00 coo SO.00 COE Furnish and Insta'I 12-inch PVC Sewer Pipe Linear Foot 690 555.00 12 00 S 1,020.00 0.00 SO.00 1200. $1,020.00 OC9 Furnish and Install 15-inch PVC Sewer Pire Linear Foot 100 51 Is 00 0.00 S0.00 27.00 $3,1G5.00 27.00 S3,105.00 Furnish and Install 18-Inch Steel Casing Pipe with 12-htch 010 PVC Career Pipe Linea., Foot 70 S215.C-7 0.00 15000 000 50.Co 0.00 $0.00 Furnish and Install 36-Inch Steel Casing Pipe vilb 15-inch O{-1. PVC Carrier Pipe (Open Cut Installation) Linear Foot 300 S300.00 0.00 $0,00 298.00 S66,400.00 288.00 $86,400.00 012 HOD Trenchless Installation, 0' 12-Inch HDPE Sewer Pipe Lump Sum 1 S820.00O.00 1.00 $320.000.00 0.00 $0 00 1.00 S920,000 00 013 Trenchless Installation or 36-inch Steel Casing Linea., Fool 240 S80G a0 j 24600 5196,800.00 61.00 548,600.00 307.00 S245,600 C0 Furnish and Instal: 15' PVC Carrier P.pe within Steel Casing 014. (TrernchlessInstallation) Linear Foot 240 S7000 1d2.00 $12,740.00 307.03 S21,490.03 489.00 S34,23000 015 Televis'cn Inspection of Sanitary Sewers Linear Foot 3243 54,53 000 S0,00 000 SO.00 0.00 SO.00 016, launch and Reception Shafts Lump Sum I S790.000-00 0.85 $571,50000 0.DO $0.00 0.05 S671,50000 Furnish and Install 49-inch D,am. Sanitary Sewer Manhole 017 with Flat Top Each / S4,500.00 coo S0.00 0.00 S0.00 0 DO SD 00 Furnish and Install 48-inch Diam.Sadd'a Manhole with Flat 018 Top Each 4 S4,625.00 C 0 $000 1.00 S4,625.00 1.00 $4,625.00 Furnish and Install 60-inch Dam Sanitary Sewer Manhole 019 with Fiat Top Each 3 S11,550.00 50 S5,775.00 1.50 $17,325.00 2.00 $23,100.00 Furnish and Install 60-inch Dram Saddle Manhole with Fla! 020 Top Each 1 S10,3C0.00 C.CA $0,00 0.00 $0,00 0.00 $3,00 Furnish and Install 60-Inch Diam. Crop Manhole w'lh Flat 021 Top Each 2 $10.eC0.D.2 0.50 S5,30000 0.30 S3J80.00 C.80 $8,433.00 022 Extend Existing / Install New 12-Inch Culvert Linear Foo! 180 S42 40 54.00 S2,289 60 0.00 $0.00 54 GO S2,289.60 023. Correct to Existing Sewer Manhole Each 8 S600.O3 0.00 $0 00 coo S0 GO 0.00 $100 024. Abandon Existing Sanitary Sewer Manhole Each 12 5800 0C 0.00 $0.00 0.03 $0.00 0.00 Adardan 8 Fiji Existing Sanitary Sewer Main Over 10' $0.00 025. Diann. LlrearFoot 153C st000 0.00 $0.00 0cc SO.00 C00 SO.00 Removal and Rap'acemer4 of Unsu4ab;e Foundation 026 Material Ton 50 S65 CC 181.60 $11,804.00 0.00 S0.00 181,60 S11,804.00 027. Se'ect Imported Trench Backfitl Ten 7000 0.00 $0,00 0.00 $0.00 coo SO DO 029. Imperted Gravel Barrow For Fill Tcn 75CC 2CCO 00 S38,500.00 OAC SO 00 2000.Do 539.500.00 029 Crushed Surfacing Base Course for Gravel Road Tr.+ Printed On: 11/3012016 City of Renton Public Works Department Project Ta bet H .1 Sewer Relocation -1-405 SR 167 ICDC PrCgect Contractor Scarse' a Bros Inc Pay Estimate Contract Number 5 Closing Date hem No Descrpl'or U,t Est Unit Prevaus P;av:ous Ouant4 Price Quarility Amount 030 Controlled Dens ty I'd (Backf 11) (As Required, Cub c Yard 5D S130 00 coo 50 DO 031 Asphalt Patch Inc ud rig CSTC Square Ya•d 650 $30 00 0 W $ 00 032 SurfaceRestorabon Lump Sim 1 515'00000 000 S000 033 CON2. Credit (or Change of TreriWess Casing Maier a' Linear Foot 240 (S12 00) 246 CO (S2,952 00 034 CON2 Cred t for Change cf Open Cul Cas rg Material L-near Foal 300 ($12 00) 0 CO S0 00 035 C042 Credit to, Cha^ge of Imp-,rled Gravel Borrow for Rn Ton 7590 (50 50) I 2000 CO (S1,00000; Subl ata! 9 5's Sales Tax Total S2,035,626 60 S193.38453 S2.229,011 13 Page 2 CAG-16-D36 11,752016 Th,s This Total Total 000 S000 000 SD Co 0 00 SO 00 0 DO SO.00 coo SO 00 000 SO Co 6100 (S732.00) 301.00 (53,664.00} 28600 (S3,456.00) 23300 (S3 456 00; 000 SO.00 200000 (S1,000 Co) 5194.087 00 S2,229 713 63 $18,43827 $211.82280 521252527 S2,441.5364J TO: - FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Scarsella Bros. Inc. CONTRACT NO. CAG-16-036 PO# 18/0001991 ESTIMATE NO. 6 PROJECT: Talbot Hill Sewer Relocation - 1-405, SR 167 IC/DC Project 1. CONTRACTOR EARNINGS THIS ESTIMATE $374,723.21 2. SALES TAX (ONLY ON SCHED A ITEMS) ® 9.509/0- $35,598.70 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $410,321.91 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $2,118,227.92 5. ' EARNINGS DUE CONTRACTOR THIS ESTIMATE $355,987.05 6• SUBTOTAL - CONTRACTOR PAYMENTS 7. RETAINAGE ON PREVIOUS EARNINGS $111,485.68 8. " RETAINAGE ON EARNINGS THIS ESTIMATE $18,736.16 9• SUBTOTAL - RETAINAGE 10. SALES TAX PREVIOUSLY PAID $211,822.80 11. SALES TAX DUE THIS ESTIMATE $35,598.70 12. SUBTOTAL - SALES TAX $2,474,214.97 $130,221.84 $247,421.50 ' (95% x LINE 1) (RETAINAGE:5%) GRAND TOTAL: $2,851,858.31 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 426.465506.018.594.35.63.000 $391,585.75 # 6 "! �t $391,585.75 RETAINED AMOUNT (Line 8): f! ACCOUNT # 426.465506.018.594.35.63.ODO vjy $18,736.16 # 6 $16,736.16 TOTAL THIS ESTIMATE: $410,321.91 CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION 1, THE UNDERS;GNED DO HEREBY CERTIFY UNDER PENALTY OF _ PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED, THE -� SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRiB HEREIN, AND THAT THE CLAIM IS A JUST, DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON, AND THAT I A AUTHORIZED TO AUTHENTICATE AND CERTIFY TO SAID C AIM Signed: 44 1-M -1-7 Printed On: 01/10/2017 City of Renton Public Works Department Page i Printed On: 01/10/2017 City of Renton Public Works Department Page 1 Project Tabot Hill Sewer Relocation • 1-405. SR 167 ICIDC Pro,Bct Contract Number: CAG-16-D36 Contractor: Scarsella Bros Inc. Pay Estimate 6 Closing Date: 12131r2016 Item Description Unit Esl. Unit Previous Previous This This Total Total No. Quantity Price Da,trj Amount Quantity Amount Ouanhty Amour 001 Mobilization d Demobilzaticn Lump Sum 1 $250,000.00 0 60 S200,000.00 0.00 SO.00 0.80 S200,000 00 002. Trench Excavaticn Safety Systems Lump Sum 1 $15,000,00 0 18 S2,70000 0.72 $10.800.00 090 $13,500 00 CO3 Construction Surveying. Staking. and As-Buitts Lump Sum 1 $25,000.G0 050 $12,500.00 0.00 SO.00 0.50 $12.500 00 004. Traffic Control Lump Sum 1 S40,000.00 0.76 $3D,400,00 0.10 $4.000,00 0.813 S34,400.00 005. Temporary ErosioNSedimentation Controls Lump Sum 1 $30,000.00 0.76 $22,800.00 0.10 $3,000.DO 086 S25.800 CO 006 Stle Clearing and Grading Lump Sum 1 S23,500.00 0.80 $18,800.00 0.20 S4,700.00 1.00 S23,500 00 007. Furnish and install 8-!nch PVC Sewer P,pe Linear Fool 630 S50.50 0.00 $0 00 606.00 S30,603.00 606.00 $30,603 00 we. Furnish and Ins!atl 12-inch PVC Sewer Pipe Linear Fool 690 585.00 12.00 $1.020.00 494.00 S41,990.00 50600 S43,010.00 009. Furnish and Install 15-inch PVC Sower Pipe Linear Foot 1GO 5115.00 27.00 $3.105.00 33.0D S3,795.00 E3.00 $6.900.00 Furnish and Ins!a!l 18-inch Steel Casing Pipe with 12-inch 010 PVC Carrier P pe Linear Foot 70 S215.0J - 0.00 $0.00 70.00 S15,050.0D 7000 S15,050.00 Fumisl and Install 36-inch Steel Casing Pipe with 15-inch oil. PVC Carrier Pipe (Open Cut Installation) Linear Foot 300 S300.00 288.DO $86.400.00 -64.00 (S19,200 00) 224.00 $67.200.00 012 HDD Tranchloss Installation of 12-inch HOPE Sewer Pipe Lump Sum 1 S920.Gr, r,1 1 00 $820.000.00 0.DO $0.00 1.00 S820,000.00 013 Trenchless Installation of 36•Inch Steel Casing Linear Foot 240 SBOO.O'D 307.00 $245,600.00 0.00 $0.00 307.00 $245,600.00 Furnish and Install 15' PVC Carrier Pipe within Steel Casing 014. (rrenchlesslnsiafation) Linear Foot 240 S70.00 439,00 $34,230.00 •182.DO (S12,740DO) 307.00 $21,49000 015 Television Inspection of Sanitary Sewers Linear Foot 3240 $4.50 0.00 $0.00 0.00 Saw 0.00 $0,00 016 Launch and Reception Shafts Lump Sum 1 S790,C0000 0.85 $671.500.00 0.15 $118,5D0.00 1.00 $790,000.00 Furnish and Install 48-inch Diam. Sanitary Sower Manhole 017. with Flat Tap Each 1 $4,500.00 coo SO.00 1.00 $4,500.00 1.00 S4,500.00 Furnish and Install 48•inch Diam Saddle Manhole w-.m Fiat Cie Top Each 4 S4,625.00 1 CO S4,625.00 2.50 S11,562.50 350 516.187.50 Furnish and Install 60-inch Diam. Sanitary Sewer Manhole 019. with Flat Top Each 3 S11,550.00 2C_ S23,100.00 O.00 $0.00 200 $23, 100 C0 Furnish and Install 60-inch Diam Sadd:e Maihote with Fla! 020. Top Each 1 S10,300.00 C c0 SO.00 0.00 $0.00 O.CO $000 Furnish and Install 60-inch Diam. Drop Manhole with Fla! 021. Top Each 2 $10,600.00 0.80 $8,48000 0.80 $8,450.00 1.60 $16,960.00 022. Extend Existing I Invall New 12-!nch Culvert Linear Foot 180 $42.40 54.00 S2,289.60 16000 $6.784.00 214.00 $9.073.60 023 Connect to Existing Sather Manhole Each B SEOOAD 0.00 $0 C0 D.DO S0.00 000 $0.00 C24. Abandon Existing Sanitary Sewer Manhole Each 12 SBOO.00 000 SO.00 0.00 $0 0C 0.00 $0.00 Adandcn d Fill Existing Sanitary Sewer Main Over 10' 025 Diam Linear Foot 1530 $10.00 0.00 SO 00 0.00 s0.0C C 00 SO GO Removal and Replacement of Unsuitable Foundation 026. Material Ton so $6503 1B1.60 S11,804.00 0.00 $0.00 181.60 S11,804.00 027. Select Imported Trench Bacldill Ton 7000 $16.00 0.00 $0.00 000 $0.00 C 00 $0.co 028. Imported Gravel Bcrrow For Fill Tan 7500 $19 25 210C.00 S39,500 00 2234.01 S43,004.69 4234.01 S91,504.69 029 Crushed Surfaufng Base Ccurse for Gravel Road Ton 2500 $22.50 0,00 $0.CIO 0.00 S0.00 0.00 $0.00 Printed On: 01/10/2017 City of Renton Public Works Department Page 2 Project Talbot Ni!I Sewer Relc ation - 1405. SR 157 IGDC Prol9ct Conlract Number CAG-16-035 Contractor. Scarsella Bros. Inc Pay Eslimate 6 Closing Date 12I31,'2016 Item Description Un't Est Unit Previous Previous This This Tote- Tcla! No OUantIV Price Ouanlly Amount 030 Control'ed Density Fil! (Backf li) (As Flaqulrad; Cubic Yard 50 S130 00 000 50.00 0 00 S0 00 0 00 $0.00 031 Asphalt Patch Including CSTC Square Yard 650 S30 00 0 GO SO 00 0 00 S0.00 000 S0 00 032 SurfaceRestorafen Lump Sum 1 515,00000 000 S000 00o $0,00 000 SO Co 033 CO#'2 Credo for Change of Trenchless Cas:ng Material Linear Foot 24C ($12 00) 307.00 (S3 684 00; 000 S0.00 307.00 (S3,684.001 024 CO#2 Credit for Change of Open Cu! Cas:ng Material Linear Fcot 200 (S12.00) 28900 (S3.456 031 -64.00 S768.00 224.00 (S2,688.00) 035 C002: Credo for Change of Imported Gravel Borrow for Fill Ton 7500 ($0 50; 200300 (51,000.091 1471,80 ($735.90) 3471 80 (S1,735 90) 036 C003. Remova' of Rcck fcr Auger Bcre Lump Sum 1 $99 861 92 000 S0 00 1 03 S99,861.92 100 $99,861 92 Subtotal 9 5°e Sales Tax Total S2,229.713. 60 $374.723 21 $2.604.436 61 S211,822 80 $35.598 70 S247,421 50 $2.441.536 40 5410,321 91 $2,051.858 31 17113 1" LCi t7 � 1� 1-l0 -l7 Unit Price Total Quant Total Linear Foot Cost Bid Item 13 $800.00 307 $245,600.00 Bid Item 14 $70.00 307 $21,490.00 Sales Tax $25,373.55 Total $292,463.55 Paid through 2nd Invoice Including Tax (Pay Est 3) $56,064.00 Request 3rd Invoice (Pay Est 4, 5, 6) $236,399.55 City Quant City WSDOT Quant Linear Foot Cost Linear Foot 218 $174,400.00 89 218 $15,260.00 89 $18,017.70 $207, 677.70 $0.00 $207,677.70 W SDOT Cost $71,200.00 $245,600.00 $6,230.00 $21,490.00 $7,355.85 $25,373.55 $84,785.85 $56,064.00 $28,721.85 North PAY EST 3 ITEM 13 64' South REVISED LENGTH OF TRENCHLESS 307' PROPOSED LENGTH OF TRENCHLESS UTB 1223 280' BID LENGTH OF TRENCHLESS 240' _UTILITY SHARE TRENCHLESS UTB 1223� 218' PAY EST 4 PAY EST 5 - ITEM 13 ITEM 13 182' 61' PAY EST 4, 5, & 6 ITEM 14 307' LENGTH OF THE TRENCHLESS WAS REVISED AFTER THE BID FROM 240' TO 307'. THIS WAS TO MOVE THE BORE PIT NORTH BECAUSE THE OVERHEAD UTILITIES ALONG THE NORTH SIDE OF 1-405 WOULD INTERFERE WITH CONSTRUCTION. WORK IS PROCEEDING FROM NORTH TO SOUTH CAG-lb-06S Adlkhk State-l/5j�iUlTf Orgar:zat on and Address Utility Construction City of Renton Agreement Renton City Hall 1055 South Grady Way Work by Utility - Shared Cost Renton, WA 98057 Aa�ee-ect Number Reg on Project Title ! Location UTB 1223 Northwest 1-405, SR 167 Interchange Direct Connector co-trcl Section State Route PAJeoosts 174303 405 Frcm 02.25 To 03.74 South 14�" Street -Sanitary Sewer Ma`n Estimated Agreement Amount i Relocation $ 3,974,945 This Utility Construction Agreement is made and entered into between the Washington State Department of Transportation (STATE) and the above named UTILITY. WHEREAS, the STATE is planning the construction or improvement of the State Route as shown above for the identified STATE Project, and in connection therewith, it is necessary to remove and!or relocate and/or construct certain UTILITY facilities (Work), and WHEREAS, the Work includes relocation of facilities with property rights and facilities without, property rights. and WHEREAS, the UTILITY is responsible fo, (1) the cost of the Work for UTILITY facilities located without a documented ownership of and/or interest in real property, such as being located pursuant to a franchise, a permit or undocumented permission, (2) all betterments, and (3) new facilities, and WHEREAS, the STATE is responsible for the cost of the Work affecting the UTILITY s facilities located pursuant to a documented ownership of and/or interest in real property, such as an easement, fee title, or court finding of prescriptive right, which is impacted by the STATE project, and WHEREAS, the Work shall be defined as all materials, equipment, labor, contract administration and any other effort required to perform the relocation, construction, and/or removal of the UTILITY's facilities, and WHEREAS, it is deemed to be in the best public interest for the UTILITY to perform the relocation, removal, or construction of its facilities, NOW, THEREFORE, pursuant to RCW 47.01.210 and chapter 47.44 RCW, the above recitals that are incorporated herein as if fully set forth below, and in consideration of the terms, conditions, covenants, and performances contained here n, as well as the attached Exhibits A, B and C, which are incorporated and made a part hereof, IT IS MUTUALLY AGREED AS FOLLOWS: CONSTRUCTION, INSPECTION, AND ACCEPTANCE 1 1 Program Guide: Utility Relocation and Accommodation on Federal Aid Highway Projects shall determine and establish the definit'ons and applicable standards and payments under this Agreement By this reference this document is adopted and made a part of this Agreement as if fully contained herein 1.2 Betterment. A betterment is any improvement to the UTILITY's facilities not required by code, regulation, standard industry practice, or any other applicable regulation. If any of the Work constitutes a betterment as defined in the Program Guide: Utility Relocation and Accommodation on Federal Aid Highway Projects, the UTILITY is solely responsible for the costs of such improvement. 1.3 Accrued Depreciation. Accrued depreciation may be applied to any of the UTILITY's major facilities, such as a building, pump station, power plant, etc. Accrued depreciation shall not apply to the UTILITY s primary facilities, such as pipelines, conductors, poles, cable, conduit, etc. If any UTILITY facility does qualify for an adjustment due to accrued depreciation as defined in Program Guide: Utility Relocation and Accommodation on Federal Aid Highway Projects , the costs are calculated according to the formula in the Program Guide and the result is shown as a UTILITY cost in Exhibit B Cost Estimate. 1.4 The UTILITY shall furnish the labor, materials, equipment, and tools required for and perform the Work in constructing, removing and/or relocating the UTILITY facilities, in accordance with Exhibit A, Special Provisions, and Exhibit C, Plans. 1.5 If the UTILITY is not adequately staffed or equipped to perform all the Work required herein, the UTILITY may have all or part of this Work done by a contract let by the UTILITY, as follows: 1.5.1 Before contracting out any Work, the UTILITY shall obtain written authorization from the STATE, and the STATE may require the UTILITY to advertise and solicit bids for the contract Work 1.5.2 STATE requires the Work to be advertised and bid, the UTILITY shall provide a copy of all bid documents to the STATE seven (7) calendar days prior to the advertisement date for STATE comment. 1.5.3 The UTILITY shall notify the STATE at least three (3) working days in advance of the location and time of the bid opening so that a STATE representative may attend the bid opening. 1.5.4 The UTILITY shall supply a copy of the three lowest bids with itemized bid amounts to the STATE within seven (7) calendar days of bid opening 1.5.5 If the UTILITY elects to use other than the lowest bid contractor, the UTILITY shall provide written justification to the STATE for the use of that contractor and bid price. The STATE shall review the UTILITY's written justification, and if the STATE does not agree therewith and the UTILITY awards the bid to other than the lowest bid contractor, the UTILITY shall be responsible for the cost difference between the amount of the lowest bid and the amount of the awarded contract. 1.6 If the UTILITY desires to have the Work performed under an existing contract, the STATE may require the UTILITY to provide the STATE with a copy of the contract for the STATE's written approval of the contractor and contract charges. 1.7 The Parties agree that nothing in the STATE's approval of a UTILITY contractor or bid shall be for the benefit of the UTILITY, all such approvals, whether written or verbal, shall be solely for the benefit of the STATE and shall not establish a contractual relationship among the STATE, the UTILITY, and the UTILITY's contractor. 1.8 All of the UTILITY's Work, construction procedures, materials, and/or utility installation, as ��no 7 of I ITP 1011 provided under t^is Agreement, shall be subject to STATE inspect on for solely the benefit of the STATE's payment, state highway and%or STATE project. The UTILITY shall promptly notify the STATE in writing when the Work is completed. The STATE shall inspect the Work for compliance vr;th the Exhibits attached to this Agreement. The STATE will notify the UTILITY in writing of any non- compliance that would impact the STATE's payment, state highway and/or STATE project. The UTILITY agrees to make the necessary changes to satisfy the STATE requirements or adjust the invoice The STATE s inspection shall not reduce or modify the UTILITY's responsibility for the Work 1.9 Upon completion of the Work, the UTILITY agrees that it shall be solely responsible for a'I future ownership, operation and maintenance costs of its facilities without STATE liability or expense. AUTHORITY TO BEGIN WORK AND WORK SCHEDULE 2.1 The UTILITY agrees not to begin Work until the STATE has provided written notice, authorizing the UTILITY to begin Work. The STATE shall not be obligated to reimburse the UTILITY for any Work performed before the date of notification. 2.2 The UTILITY agrees to schedule and perform the Work in such manner as not to delay or interfere with the STATE's contractor in the performance of the STATE's project. The UTILITY shall be responsible for any costs resulting from delay of, or interference with, the STATE's project contractor, to the extent the delay or interference is attributable to the UTILITY or the UTILITY's contractor. The Parties' mutually agreed conditions or requirements for avoidance of delay of, or interference with, the STATE's project contractor is included in Exhibit A. COMPLIANCE 3 1 The UTILITY agrees to comply with all applicable requirements of the STATE in accordance with the Utilities Accommodation Policy, Chapter 468-34 WAC, and amendments thereto, and said policy and amendments are hereby incorporated in and made a part of this Agreement for ali intents and purposes as if fully set forth herein. 3 2 The UTILITY agrees to comply with all applicable laws and environmental requirements of any jurisdictional agency and is responsible for obtaining any necessary environmental permits required in order to perform the Work. 3 3 The UTILITY agrees to obtain and comply with any other permits from any jurisdictional agency that are required in order for the UTILITY to perform the Work 4. PAYMENT 4.1 The UTILITY agrees that it shall be responsible for the actual direct and related indirect costs, incuding mobilization, construction engineering, contract administration and overhead costs. associated with the Work where the UTILITY does not have a documented ownership of and/or interest in real property, such as an easement, fee title, or a court finding of prescriptive right for its facilities. The UTILITY-responsib!e cost of this Work is estimated to be Three Hundred Eighty Thousand Three Hundred Forty -Five Dollars (5380,345.00) An itemized estimate of UTILITY - responsible costs for Work to be performed is included in Exhibit B, Cost Estimate. 4.2 The STATE is responsible for the cost of the Work. excluding all betterment or new facility work, for the UTILITY's facilities that are located pursuant to a documented ownership interest in real property. such as an easement. fee title, or court finding of prescriptive right, which are impacted by the STATE project, as shown in Exhibits A and B. Exhibit B, Cost Estimate, contains an itemized cost estimate of STATE -responsible costs for the Work to be performed by the UTILITY. 4 3 The STATE, in consideration of the faithful performance of the Work to be done by the UTILITY. Fage 3 of 6 -Z3 agrees to reimburse the UTILITY for the actual direct and related indirect cost of the Work, excluding all betterment or new facility work, for which the STATE is responsible as defined in Exhibit B. The UTILITY agrees to invoice the STATE and provide supporting documentation for all charges, and the STATE agrees to pay the UTILITY within thirty (30) days of receipt of an invoice. Payments shall not be more frequent than one per month. A partial payment will not constitute agreement as to the appropriateness of any item and that, at the time of final invoice, the Parties will resolve any discrepancies. 4.4 The UTILITY shall submit a final invoice to the STATE within ninety (90) calendar days following completion of the Work. In the event that the final invoice reveals an overpayment to the UTILITY, the UTILITY agrees to refund such overpayment to the STATE within thirty (30) days. 4.5 State Fiscal Year End Closure Requirements (chapter 43.88 RCW): Any invoices for Work performed between July 1 and June 30 of any given year must be submitted to the STATE no later than July 6th (or the first business day after the July 4th holiday) of the same calendar year. If the UTILITY is unable to provide an invoice for such Work by this date, an estimate of all remaining payable costs owed by the STATE for Work performed by the UTILITY prior to July 1 must be submitted to the STATE no later than July 19th of the same year in order for the STATE to accrue the amount necessary for payment. The UTILITY will thereafter submit any remaining invoices to the STATE for such Work as soon as possible. Failure to comply with these requirements may result in the need for the STATE to file for approval of belated claims pursuant to chapter 43.88 RCW, which may significantly delay payment. The STATE shall not be required to pay to the UTILITY late payment fees, interest, or incidental costs incurred by the UTILITY or any other costs related to a delayed payment if the UTILITY fails to comply with the invoice requirements of this Section. CHANGE IN WORK OR COST INCREASE 5.1 The Parties agree that should unforeseen conditions or circumstances require additional or changes in Work from what Exhibits A and C provide, and/or increases in costs above the Exhibit B Cost Estimate by more than five (5) percent, an Amendment is required. If the additional or change in Work must be immediately performed in order to avoid project schedule delays and/or to avoid additional project costs, the STATE may authorize such additional or change in Work and/or increased costs in advance of formal Amendment execution; provided that, (a) the UTILITY submits to the STATE a written description of the additional or change in Work and a cost estimate, (b) the STATE Capital Program Development and Management Office (CPDM) verifies that funds are available within the project budget to cover the additional costs, and (c) if verified by CPDM, the STATE shall provide the UTILITY with a written authorization. The STATE's written authorization shall be subject to all the terms and conditions of the Agreement. The UTILITY may not be reimbursed for any costs above the Exhibit B Cost Estimate until an Amendment has been executed. 5.2 Should it be necessary to modify Exhibit A, Special Provisions, the UTILITY agrees to immediately notify the STATE of all proposed changes, and the STATE agrees to provide written notice of its acceptance or rejection of the change(s), in writing, within ten ( 10 ) working days. PERMIT 6.1 The UTILITY shall apply for a permit for those new or modified UTILITY facilities that will be located within the STATE's limited access right of way. After receiving the application, the STATE will issue the UTILITY a permit. RIGHT OF ENTRY Ti Subject to the UTILITY obtaining all required permits and meeting any other requirements for Work conducted within state- owned right of way, the STATE hereby grants the UTILITY a right of entry upon all land in which the STATE has interest for the purpose of performing the Work. Upon completion of the Work, this right of entry shall terminate. 0 A ,.a c I iTR 119-A 7.2 A STATE g,ant of access and right of entry onto an interstate limited access right of way may require add tional conditions, for example, a traffic control plan will be required if the UTILITY s Work will impact highway traffic. The Parties agree that all UTILITY access and right of entry provisions affecting an interstate limited access right of way will be identified in Exhibit A, Special Provisions. Upon completion of the Work, this right of entry shall terminate except as othen&rse provided in Section 6 7 3 The UTILITY shall not enter state-owned right of way without first having a STATE -issued written right of entry. GENERAL PROVISIONS 8.1 Indemnification To the extent authorized by la,,,.,, the UTILITY and STATE shall indemnify and hold harmless one another and their employees and/or officers from and shall process and defend at its own expense any and all claims, demands, suits at law or equity, actions, penalties, losses, damages (both to persons andror property). or costs, of whatsoever kind or nature, brought against the one Party arising out of, in connection with, or incident to the other Party's performance or failure to perform any aspect of this Agreement. provided, however. that if such claims are caused by or result from the concurrent negligence of (a) the UTILITY and (b) the STATE, their respective employees and/or officers, or involves those actions covered by RCW 4.24.115, this indemnity provision shall be valid and enforceable on'y to the extent of the negligence of the UTILITY or STATE, and provided further, that nothing herein shall require the UTILITY or STATE to hold harmless or defend the other or its employees and/or officers from any clams arising from that Party's sole negligence or that of its employees and/or officers The terms of this section shall survive the termination of this Agreement. 8.2 Disputes If a dispute occurs between the UTILITY and the STATE at any time during the prosecution of the Work, the Parties agree to negotiate at the management level to resolve any issues. Should such negotiations fall to produce a satisfactory resolution, the Parties agree to enter into arb traticn and,'or mediation before proceeding to any other legal remedy Each Party shall be responsible for its own fees and costs. The Parties agree to equally share the cost of a mediator or arbiter. 8.3 Venue. In the event that either Party deems it necessary to institute legal action or proceedings to enforce any right or obligation under this Agreement, the Parties hereto agree that any such action or proceedings sha!I be brought in the superior court situated in Thurston County, Washington. Each Party shall be responsible for its own attorney's fees and costs. 8.4 Termination: 8 4.1 The UTITLTY understands that the STATE retains the right to terminate this Agreement for convenience upon thirty (30) calendar days written notice to the UTILITY. In the event that the STATE exe,cises this termination right: the STATE will reimburse the UTILITY for a!I allowable costs under this Agreement incurred prior to the date of termination- 8 4.2 In the event funding for the Work is withdrawn, reduced, or Fmited in any way after the execution date of this Agreement and prior to norma' completion, the STATE may terminate the Agreement upon less than the thirty (30) calendar day notice requirement in section 8.4.1, subject to renegotiation a`. STATE's sole option pursuant to the revised funding limitations and conditions 8.5 Amendments. This Agreement may be amended by the mutual agreement of the Parties. Such amendments or modifications shall not be binding unless put in writing and signed by persons authorized to bind each of the Parties 8.6 IndeDendent Contractor. Both Parties shall be deemed independent contractors for all purposes and the employees of each Party and any of its contractors subcontractors, consultants, Page 5 Of c ��� and the employees thereof, shall not in any manner be deemed to be the employees of the other Party. 8.7 Audit and Records: During the progress of the Work and for a period of not less than three (3) years from the date of final payment. The UTILITY shall maintain the records and accounts pertaining to the Work and shall make them available during normal business hours and as often as necessary, for inspection and audit by the STATE, State of Washington, and/or Federal Government and copies of all records, accounts, documents or other data pertaining to the Work will be furnished upon request. The requesting Party shall pay the cost of copies produced. If any litigation, claim or audit is commenced, the records and accounts along with supporting documentation shall be retained until any litigation, claim or audit finding has been resolved even though such litigation, claim or audit continues past the three-year retention period. 8.8 Workinq Days: Working days for this Agreement are defined as Monday through Friday, excluding Washington State holidays per RCW 1.16.050. IN WITNESS WHEREOF, the Parties hereto have executed this Agreement as of the day and year last written below. UTILIT WASHING - N STATE DEPARTMENT OF TRANSP Tk4T By — Name Denis Law Name Title Mayor Title 7-4!�-Y� 147 Date /� /� Date 5—Z APPROVED AS FORM APPR 1JED AS TO FORM a By y �`L�—L� i awrence Warren, City Attorney Ann E./Sallay,Senior Assistant Attorney G ral Date �z(C'4/ i'P Date f Attest: Jaso Seth, y Clerk "aEN Tp. O�..n C -sr- I ITR 't771 Stantec Consulting Services Inc. Prepared by SMA 11130 NE 33rd PI, Suite 200 Date 2/29/2016 Bellevue, WA 98004 Checked by: ELB Date: 3/9/2016 TITLE: Opinion of Probable Construction Cost 95% DESIGN OWNER: City of Renton = do rct cta-ge te,e (sae PROJECT: Talbot Hill Sewer Relocation-1-405, SR167 ICIDC Project JOB NO: 2002003609 Approx. Bid Item Description Quantity Unit Unit Cost Total Cost 1 Mobilization & Demobilization 1 LS $ 314,100.00 $ 314,100.00 2 Trench Excavation Safety Systems 1 LS S 35,000.00 $ 35,000.00 3 Construction Surveying, Staking, and As-Builts 1 LS $ 15,000.00 5 15,000.00 4 Traffic Control 1 LS $ 30,000.00 $ 30,000.00 5 Temporary Erosion/Sedimentation Controls 1 LS 5 35,000.00 S 35.000.00 6 Site Clearing and Grading 1 LS 5 23,000.00 S 23.000.00 7 Furnish and Install 8-inch PVC Sewer Pipe 630 LF 5 150.00 S 94,500.00 8 Furnish and Install 12-inch PVC Sewer Pipe 710 LF S 200.00 5 142,000.00 9 Furnish and Install 15-inch PVC Sewer Pipe 90 LF S 240.00 S 21,600.00 10 Furnish and Install 18-inch Steel Casing Pipe with 12-inch PVC Carrier Pipe 70 LF $ 380.00 S 26,600.00 11 Furnish and Install 36-inch Steel Casing Pipe with 15-inch PVC Carrier Pipe (Open Cut Installation) 300 LF $ 500.00 S 150.000.00 12 HDD Trenchless Installation of 12-inch HDPE Sewer Pipe 1 LS 5 1,100,000.00 5 1,100,000.00 13 Trenchless Installation of 36-inch Steel Casing 280 LF S 1,325.00 S 371,000.00 14 Furnish and Install 15-inch PVC Carrier Pipe within Steel Casing (Trenchless Installation) 280 LF S 135.00 S 37,800.00 15 Television Inspection of Sanitary Sewers 3260 LF 5 1.50 $ 4,890.00 16 Launch and Reception Shafts 1 LS $ 440,000.00 $ 440,000.00 17 Furnish and Install 48-inch Diam. Sanitary Sewer Manhole with Flat Top 1 EA S 7,000.00 S 7,000.00 18 Furnish and Install 48-inch Diam. Saddle Manhole with Flat Top 4 EA $ 8.000.00 S 32.000.00 19 Furnish and Install 60-inch Diam. Sanitary Sewer Manhole with Flat Top 3 EA 5 12.500.00 S 37,500 00 20 Furnish and Install 60-inch Diam. Saddle Manhole with Flat Top 1 EA S 10,000.00 $ 10,000.00 21 Furnish and Install 60-inch Diam. Drop Manhole with Flat Top 2 EA S 15.000.00 $ 30,000.00 22 Extension of Existing 12-inch Culvert 40 LF $ 75.00 S 3,000.00 23 Connection to Existing Sewer System 7 EA S 5.500.00 S 38,500.00 24 Abandon Existing Sanitary Sewer Manhole 12 EA $ 800.00 $ 9,600.00 25 Abandon & Fill Existing Sanitary Sewer Main over 10-inch Diam. 1,530 LF $ 15.00 S 22,950.00 26 Removal and Replacement of Unsuitable Foundation Material 50 TON S 25.00 S 1,250.00 27 Select Imported Trench Backfill 7,000 TON S 20.00 5 140,000.00 28 Imported Gravel Borrow 5,150 TON S 18.00 S 92,700.00 29 Quarry Spalls 2,250 TON S 25.00 S 56,250.00 30 Controlled Density Fill (Backfill) (As Required) 50 CY $ 125.00 $ 6,250.00 31 Asphalt Patch including CSTC 650 SY $ 150.00 $ 97,500.00 32 Surface Restoration 1 LS S 30,000.00 S 30,000.00 subtotal S 3.454,990 Washington States Sales Tax @ 9.5% of subtotal S 328,200 Subtotal Sched. A $ 3,783,190 Contingency @ 10% of subtotal $ 378,300 Total Probable Construction Cost $ 4,161,490 Consultant Construction Services $ 193,800 TOTAL PROJECT COST $ 4,355,290 UTB 1223 Exhibit B Cost Estimate Page 1 of 2 UTB 1223 Exhibit B Cost Estimate Cost Sharing Bid Item 13- Trenchless Installation of 36-inch Steel Casing Bid Item 14- Furnish & Install 15-inch PVC Carrier Pipe within Steel Casing unit LF unit cost total cost Bid Item 13 280 $1,325 $371,000 Bid Item 14 280 $135 $37,800 UTILITY share Bid Item 13 218 $1,325 $288,850 Bid Item 14 218 $135 $29,430 subtotal $318,280 9.5% tax $30,237 10% contingency $31,828 UTILITY SHARE TOTAL $380,345 Total Project Cost $4,355,290 Less UTILITY share $380,345 STATE TOTAL $3,974,945 UTB 1223 Exhibit B Cost Estimate Page 2 of 2 Denis Law Mayor October 12, 2016 ® City Of �Y p " a Public Works Department - Gregg Zimmerman, P. E., Administrator Ms. Lesly Chan WSDOT 600 108th Avenue NE, Suite 400 Bellevue, WA 98004 RE: 1405, SR 167 INTERCHANGE DIRECT CONNECTOR — TALBOT HILL SEWER RELOCATION WSDOT AGREEMENT NUMBER UTB 1223 Dear Ms. Chan: In accordance with WSDOT Agreement UTB 1223, the City of Renton is requesting reimbursement for the construction costs of the relocated sewer improvements by Scarsella Bros Inc. incurred between July 1, 2016 and September 9, 2016, in the amount of $1,939,879. Attached are an invoice, a copy of Construction Pay Estimates No. 2 and No. 3, and a summary sheet from the City's invoice system showing payment made for each Construction Pay Estimate. We have also included a chart showing the progress of the work associated with Pay Estimate No. 3 pay item 13, which the Wastewater Utility is responsible for a share of the cost. For your reference a copy of the pertinent portions of WSDOT Agreement UTB 1223 is also attached. If you have any questions regarding this request for reimbursement, please contact me by phone at 425-430-7206 or by email at mbenoit@rentonwa.gov. Sincerely, Michael A. Benoit Wastewater Utility Project Manager Attachments \\RVFPS-02\Dents\PW\File Svs\WWP - WasteWater\WWP-27-03812 Talbot Hill Sanitary Sewer Relocation\WSDOT\Talbot Hill WSDOT Reimbursement Letter 5 Sept 2016.doc\MABad Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov Accounts Receivable Invoice (.fty °r ' �t AR Account No. t' 1256 1055 South Grady Way / Renton, WA 98057 / (425) 430-6897 WA ST DOT ATTN: LESLY CHAN 600 108TH AVE NE - SUITE 400 BELLEVUE, WA 98004 Invoice No. 42797 Date 10/04/2016 Amount Due 1,939,879.00 Due Date 11 /8/2016 Amount Enclosed Make Checks Payable to the CITY OF RENTON Please include your AR account number ------------------------------------- When paying by check, detach and return the above with payment. CITY OF RENTON I DESCRIPTION I AMOUNT I SR 167 Interchanged Direct Connector - Talbot Sewer Relocation 1,939,879,00 Reimbursement for the construction costs of the relocation of city owned sanitary sewer mains on Talbot Hill incurred between July 1, 2016 and September 9, 2016 per WSDOT Agreement UTB 1223 Grant Grant Billing 1939879.00 Total Amount Due: 1 1,939,879.00 AR ACCOUNT NO. 1256 TO AVOID INTEREST AND/OR PENALTY CHARGES 1,939,879.00 PLEASE REMIT PAYMENT BY DUE DATE Please Remit to: CITY OF RENTON ATTN: FINANCE / AR 1055 S. GRADY WAY RENTON, WA 98057 INVOICE REQUEST City of Renton Finance Department Date From Department Authorization (Name & Signature) September 27, 2016 PW/Utility Systems Division/eLL Wastewater Utility Section Teresa Phelan Customer Number Account Name Dept Contact/Phone 256 Washington State DOT Dave Christensen, x7212 X Original Invoice ❑ Credit Memo F[jDebit Memo For Invoice: � Invoice Title - -- - — - — - — ----- _ - SR 167 Interchanged Direct Connector -Talbot Sewer Relocation WSDOT Agreement UTB 1223 Description Amount Reimbursement for the construction costs of the relocation of city- $1,939,879.00 owned sanitary sewer mains on Talbot Hill incurred between July 1, 2016 and September 9, 2016, per WSDOT Agreement UTB 1223 Account Distribution Work Order/Function Amount 426.465506.018.334.03.60.000 $1,939,879.00 Talbot Hill Sewer Replacement WSDOT INVOICE TOTAL $1,939,879.00 Comments: Please return the invoice to Amber Druce, Utility Systems, for mailing with supporting documentation. Address: WSDOT Attn: Lesly Chan 600 108th Ave NE, Suite 400 Bellevue, WA 98004 Phone: 425-456-8526 Send completed form and all backup to Accounts Receivable, Sandra Pedersen, ASD. ext. 6897 CONCURRENCE DATE 1;5 ? 1 I L� � o. INITIALIDATE September 27, 2016 Ms. Lesly Chan WSDOT 600 108th Avenue NE, Suite 400 Bellevue, WA 98004 RE: 1405, SR 167 INTERCHANGE DIRECT CONNECTOR — TALBOT HILL SEWER RELOCATION WSDOT AGREEMENT NUMBER UTB 1223 Dear Ms. Chan: In accordance with WSDOT Agreement UTB 1223, the City of Renton is requesting reimbursement for the construction costs of the relocated sewer improvements by Scarsella Bros Inc. incurred between July 1, 2016 and September 9, 2016, in the amount of $1,939,879. Attached are an invoice, a copy of Construction Pay Estimates No. 2 and No. 3, and a summary sheet from the City's invoice system showing payment made for each Construction Pay Estimate. We have also included a chart showing the progress of the work associated with Pay Estimate No. 3 pay item 13, which the Wastewater Utility is responsible for a share of the cost. For your reference a copy of the pertinent portions of WSDOT Agreement UTB 1223 is also attached. If you have any questions regarding this request for reimbursement, please contact me by phone at 425-430-7206 or by email at mbenoit@rentonwa.gov. Sincerely, Michael A. Benoit Wastewater Utility Project Manager Attachments \\RVFPS-02\Dents\PW\File Svs\WWP - Waste Water\WWP-27-03812 Talbot Hill Sanitary Sewer Relocation\WSDOT\Talbot Hill WSDOT Reimbursement Letter 5 Sept 2016.doc\MABad -O: 1FINANCE DIRECTOR -ROM: PUBLIC WORKS ADMINISTRATOR 'ONTRACTOR: Scarsella Bros. Inc. 'ONTRACT NO. CAG-16-036 PO# 18/0001991 ESTIMATE NO. 2 'ROJECT: Talbot Hill Sewer Relocation - 1-405, SR 167 IC/DC Project CONTRACTOR EARNINGS THIS ESTIMATE $72,379.00 ?. SALES TAX (ONLY ON SCHED A ITEMS) C 9.509. S6,876.00 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $79,255.00 EARNINGS PREVIOUSLY PAID CONTRACTOR $12,173.87 * EARNINGS DUE CONTRACTOR THIS ESTIMATE $68,760.05 SUBTOTAL - CONTRACTOR PAYMENTS '. RETAINAGE ON PREVIOUS EARNINGS 3. ** RETAINAGE ON EARNINGS THIS ESTIMATE 1. SUBTOTAL - RETAINAGE SALES TAX PREVIOUSLY PAID SALES TAX DUE THIS ESTIMATE SUBTOTAL - SALES TAX " (95% x LINE 1) ** (RETAINAGE: 5%) FINANCE DEPARTMENT ACTION: DAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 426.465506.018.594.35.63.000 3ETAINED AMOUNT (Line 8): ACCOUNT # 426.465506.018.594.35.63.000 CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION I. THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY. THAT THE MATERIALS HAVE BEEN FURNISHED THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRiBEC HERE:N AND THAT THE CLAM IS A JUST DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON AND THAT I AM AUTHORIZED TO AUTHENTICATE AND CERTIFY TO SAID C i Signed: $640.73 $3,618.95 $80,933.92 $4,259.68 $1,217.39 $6,876.00 $8,093.39 GRAND TOTAL: $93,286.99 $75,636.05 # 2 $3,618.95 # 2 TOTAL THIS ESTIMATE: $75,636.05 $3,618.95 $79,255.00 Printed On: 08/09/2016 City of Renton Public Works Department Page 1 Printed On: 08'09'2016 City of Renton Public Works Department Protect Talbot Hill Sewer Re'ocaocr - 1.405 SR 167 ICDC Protect Ccnbact hamce, CAG-16-036 Cn'ranor Sca,sl Bros Irc Pay Estimate 2 closing Date 06 08 2016 Item Descr.ppor, Un;t Est U-t i7revcus Previous Ths No Ouantty Pr ce Amount Quantity This To!& Page 1 Total Amount 001 Mob,hzat"on E Demobilization Lump Sum 1 S250.000 CC 000 50 00 003 $7.500 CO 003 $7.500 00 002 Trench Excava! or Sa!efy Systems Lump S.m. 1 S15 000 G 0 0C S0 00 S0 OC 000 SO 00 003 Construction Surveyng Sak;ng and As-Bu,l!s Lump Sam 1 S25.000 C: 010 S2 500 00 030 S7.500 CC 0 40 S10.000 CC 004 Traff,c Control Lump Sum 1 S40.000 C' 0 OC $0 00 003 S1.20C CO 003 S1,200 OC 005 Temporary Eres.or'Sed,mentabon Cortrols Lump Sum 1 S30 000 � _ 015 S4 500 00 so 00 015 S4.5OO 00 006 Site Clearing ar.d Grading Lump Sum 1 $23.50C C: 0 15 $3.525 00 025 S5.875 00 040 S9 400 00 007 Furnish and Install 8-inch PVC Sewer P.pe Linear Foot 630 S50 '_ : 000 $0 00 SO 00 0 OG $o 0C COB Furnish and Install 12-inch PVC Sewer P.pe Linear Foot 690 S85 C - 000 SO 00 SO 00 0 00 S0.00 009 Furnish and Instal 15-inch PVC Sewer Pipe Linear Foot 130 S115 C 00 $0 00 $0 OC 0 Co SC 00 Furnish and Install 18-inch Steel Casing Pipe with 12-inch 010 PVC Carney Pepe Linear Foot 70 S215 - 000 SO 00 SO 00 0 CC $0.00 Furnsh and Install 36-inch Steel Casing Pipe with 15-inch Oil PVC Carrier Pipe (Open, Cut Installaton) Linear Foot 300 S30C C 0 00 $0 00 SO 00 0 OC so 00 012 HOD Trenchless Installs! on of 12-inch HOPE Sewer P.pe Lump Sam 1 S820.000 000 S0.00 S0 00 0 CC $0 00 013 Trenchless Insta4aCon of 36-inch S!ee' Cas:ng Linear Foot 240 S900 _ ". 000 SO 00 $0 00 000 S0 00 Furnish and Install 15' PVC Carrier Pipe w!h n Steel Casng 014 (Trenchless Irsta!la7cn) Linear Foot 240 = = 0 CC $o CC so -.0 C OC SC CC 015 Television Inspection of Sanitary Sewers Linear Foot 3240 S4 50 000 S0 00 SO OO 000 $0 00 016 Launch and Reception Shafts Lump Sum 1 S790.000 CC 0 CO SO 00 SO 00 000 SO 00 Furnish and Install 48-inch Diam. Sanitary Sewer Manhole 017 with Flat Tap Each 1 $4.500 1: 000 SO 00 so Do C 00 SO 00 Furnish and Install48-inch Diam Saddle Manhole with Flat 018 Top Each 4 $4.625 =-. 000 S0 00 SO 00 0 CC $0 00 Furnish and Install 60-inch Oiam. Sanitary Sewer Manhole 019 with Flat Top Each 3 S11.550 000 $0 O0 SO 00 0.00 S0.00 Furnish and Install 50-inch Diam Saddle Manhole w!th Flat 020 Top Each 1 S10 3CO C' 000 SO 00 $0 00 0 00 $0 00 Furnish and Install 60-inch Diam Drop Manhole with Flat 021 Top Each 2 $10.60C =_ 000 $0.00 SO 00 O.CC SO 00 022 Extend Existing f Install New 12-Inch Culvert Linear Foot 180 $42 4- 54.00 $2.289.60 so OC 5400 S2.28960 023 Connect to Existing Sewer Manhole Each 8 S6CC = 0 00 SO 00 SO 0G 0 00 S0 00 024 Abandon Existing Sanitary Sewer Manhole Each 12 $800 :: 000 S0 00 Sc OC 0 00 $0 00 Adandon i9 Fill Existing Sanitary Sewer Main Over 10' 025 Diam. Linear Foot 1530 SIC - - 0 00 50 00 $0 00 0 00 $0 OC Removal and Replacement of Unsuitable Foundation 026 Material Ton 50 S65 C _ 0 00 S0 00 181.60 S11.804 00 181 6C S11.804.00 027. Select Imported Trench Backtill Ton 7000 Ste :C 0 00 $0.00 $0.00 000 $0.00 028 Imported Gravel Borrow For Fill Ton 750C S19 25 0 00 50 00 2000.00 S38 500 00 200000 $38.500.00 ucy !;rusned Surfacing Base Course for Gravel Road Ton 2500 S22 5- u 0 00 S0.00 SO 00 000 S0.00 Printed On: 08 09'2016 City of Renton Public Works Department Page 2 Prolec! Ta'tct � Sar.e• Pa'ccalc .-= S= 1-7 :; CC Py= _ ! a-! ti_Tt= CA3 1c-CH ;cn!-actJr S;a'sa• a S'os Irc Rai Fs — 1- -, ;_ y^ ca!a C' :; 231-- Item Ces_rp!cr L^.: _, _ _ - _ _ _ _ _ G, A-, C a-! ti Amcun O,.ar A7 030 Ccr!ro','e9 uers ty Fill (Baca it ;As Reau•rad Cub c Ya-j 50 S- ?"�' ; ' -0C S000 C- - 031 Aspla'1 r-a , ,;A ^g CSTC S*jare Ya•j E5 S- _ _ _ -- -- -- .- _ C0 0 CC - S_- - ., C32 Sor'ace=as:za!or Lump Sr^ 1 S'5 :.-_ C 30 SO CC S3 00 C CC SC CC C33 C0;2 Cnej! f7 Caa^ge cf Tre^ch;ess Cas ng klwara' Lrear Foot 240 (S12 :.:. 0 SG $C 00 S3 00 C 00 SO.00 C3-1 C01;2 Credit fcr Crarge of Oper, Cut Casing Ma!ena' Linear Foot 330 iS t. _: G 00 SC CO So Cr0 000 SC CC 035 COd2 Creel! fvr Crange c' Imported Grace' Borrow for Fill Tor 750C (S3 53 0.00 $0 00 S3 00 000 S) CC Sutto'.a' S12.814 63 $72.379 00 S85 19360 9 5'_ Saes Tax S1 21739 S6.676 00 S8.093 39 Total S14.031 99 S79 255 00 v3 93 !�I)cyt FINANCE DIRECTOR ROM: PUBLIC WORKS ADMINISTRATOR -ONTRACTOR: Scarsella Bros. Inc. -ONTRACT NO. CAG-16-036 POD 18/0001991 'ROJECT: Talbot Hill Sewer Relocation - 1-405, SR 167 IC/DC Project CONTRACTOR EARNINGS THIS ESTIMATE SALES TAX (ONLY ON SCHED A ITEMS) C 9.50% TOTAL CONTRACT AMOUNT THIS ESTIMATE ESTIMATE N,_ S1,699,200.00 S161.424.00 EARNINGS PREVIOUSLY PAID CONTRACTOR $80,933.92 * EARNINGS DUE CONTRACTOR THIS ESTIMATE $1,614,240.00 SUBTOTAL - CONTRACTOR PAYMENTS RETAINAGE ON PREVIOUS EARNINGS *' RETAINAGE ON EARNINGS THIS ESTIMATE �. SUBTOTAL - RETAINAGE SALES TAX PREVIOUSLY PAID SALES TAX DUE THIS ESTIMATE SUBTOTAL - SALES TAX * (95110 x LINE 1) ** (RETAINAGE:5%) =INANCE DEPARTMENT ACTION: 'AYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 426.465506.018.594.35.63.000 3ETAINED AMOUNT (Line 8): ACCOUNT # 426.465506.018.594.35.63.000 CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION $4,259.68 $84,960.00 S1,860,624.00 $1,695,173.92 $89,219.68 $8,093.39 $161,424.00 $169,517.39 GRAND TOTAL: $1,953,910.99 $1,775,664.00 # 3 $84,960.00 # 3 TOTAL THIS ESTIMATE: I, THE UNDERSISNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT THE MATER,ALS HAVE BEEN FURNISHED THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN AND THAT THE CLAIM IS A JUST, DUE AND UNPAO OBLIGATION AiAINST THE CITY OF RENTON AND THAT I AM AUTHORIZED TO AUTHENTICAT AND CERTIFY TO S 'D CLAIM Signed: AND - dv u� Sir, q i ?x,1t $1,775,664.00 $84,960.00 $1,860,624.00 Printed On: 09/09/2016 City of Renton Public Works Department Page 1 Printed On: 09109/12016 City of Renton Public Works Department Page 1 Project Talbot Hdl Sewer Reloca!,cr - 1.405 SR 167 IC DC Project CA3-16.036 ontractcr Scarsella Bros Inc Pay Est male ? C Cs -; z a C9 _9 201 6 Item Descrp!cr U^it Es. Uri P., Tr s Tr s T_+a Tota No. Cuantty Pcce Cuarl+y Arrcurt Cianttty Amount 001. 61ob.hzatcr $ D=_mCbilrzat or Lump Sum 1 =- =- - -' - - 003 S7.500.00 077 S192.530 OC C 60 S200.000 00 002 Trarch Excavatron Sa`aty Sysems Lump Sum 1 515.00C CC C CO SO OO 010 S 1.500 CC C 1: $1 500 OC 003 Cons!rucr.,cn Surweymg Stak,ng and AS -Su -its Lump Sum 1 S25 000 C` 0 40 S10 000 0C 010 S2,500 00 0 50 S12 500 00 OC4 Traffic Control Lump Sum 1 S411AG� _ - 003 51.200 00 060 S24.00C 00 063 S25.200 00 005 Temporary Eros,on-Sedimertat+an Cor!rols Lump Sum 1 530.000 C- 0 15 S4.530 00 060 S18.000 00 075 $22.500.00 006 Site Clearing and Grading Lump Sum 1 S23.500 G-- 040 S9,400 00 0.00 SO 00 040 S9,400.00 007 Fumish and Install 8-inch PVC Sewer Pipe Linear Foot 630 S50 5 - 000 SO CO 0.00 SO 00 0 CO $0.00 008 Furnish and Install 12-inch PVC Sewer Pipe Linear Foot 690 S85 C= 000 $0 00 000 SO 00 0 CO SO 00 009 Furnish and Install 15-inch PVC Sewer Pipe Linear Foot 100 S 115 00 000 S0.00 000 $0 00 000 S0.00 Furnish and Install 18-inch Steel Casing Pipe with 12-inch 010. PVC Carrier Pipe Linear Foot 70 S215 OC 000 SO 00 000 SO CO 000 $D.00 Furnish and Ins!all 36-inch Steel Casing Pipe w•th 15-inch 011. PVC Carrer Pipe (Open Cut Installaticny Linear Foot 300 S300 OC C 00 SO 00 000 $0 OC 0 CO SO.00 012 HDD Trenchless Installation of 12-inch HDPE Sewer P,pe Lump Sum 1 S820.000 Or 000 SO OO 090 S738.000 00 090 $738.000 00 013 Trenchless Installa!,or, of 36-inch Steel Casing Linear Foot 240 S800 - _ ". SO OC 6400 S51,200 DO 6400 S51 20000 Furnish and Install 15' PVC Carrier Pipe wain r ; -`-" _ J:_ cg 014 fTrenchiess Irs!a'lahorj Lirear Foot 240 $7C - _ �O $0 00 000 SO CC 0 CO S0 OC 015 Television Inspection of Sanitary Sewers Linear Foot 3240 S4 5 C CO $0 00 000 $0.00 000 $0.00 016 Launch and Reception Shafts Lump Sum 1 S79000C 000 $0 OC 085 S671.500 00 0.85 S671.500 00 Furnish and Install 48-inch Diam Sanitary Sewer Manhole 017. with Flat Top Each 1 $4.50C C - 0 CC SO 00 0 CO $0 00 000 $0 00 Furnish and Install 48-inch Dram Saddle Manhole with Flat 018 Tap Each 4 S4.625 C. 000 $0 00 000 SO 00 000 SO.00 Furnish and Install 60-inch D-am Sanitary Sewer Manhole 019. with Flat Top Each 3 $11,550 C " 000 SO 00 000 SO 00 000 SO.00 Fumish and Install60-inch Diam. Saddle Manhole with Flat 020 Top Each 1 S10.30C - 000 $o OC 0.00 S0 CO 000 $0 00 Furnish and Install 60-inch Diam Drop Manhole with Flat 021. Top Each 2 S10.600 C: 000 $0-00 0.00 $0 00 000 SO 00 022 Extend Existing i Install New 12-Inch Culvert Linear Foot 180 $42 - 5400 $2,289 60 0.00 SC 00 5400 S2.289 60 023. Connect to Existing Sewer Manhole Each 8 S60C '..- 000 SOOD COO SO 00 COO SO OO 024 Abandon Existing Sanitary Sewer Manhole Each 12 S800 : ; 000 $0 00 000 SO 00 000 SO OO Adandon & Fill Existing Sanitary Sewer Main Over 10' 025 Diam Linear Foot 1530 $1C-.-. 000 S000 000 $000 COO S0.00 Removal and Replacement of Unsuitable Foundation 026 Material Ton 50 S65 18160 $11,80400 COO S0.00 18160 $11.804.00 027. Select Imported Trench Backfill Ton 7000 S16 ." 0.00 $0 00 0.00 $O OO 000 $0 00 028 Imported Gravel Borrow For Fill Ton 7500 S19 _ - 2000.00 $38 500,00 0.00 $O.00 200000 $38.500 00 029 Crushed Surfacing Base Ceurse for Gravel Road Ton 2500 $22 5- d 0.00 SO 00 0.00 50 00 0110 S0.00 Printed On: 09.'09'2016 City of Renton Public Works Department Page 2 Project Ta'tct Kd Sewer Relocation - I-405. Sq 167 C.DC Prc;ect Ccr,tract ti.mter CA3-16-036 ortractor Scarse!fa Bros Irc Pay Est,rrate 3 Gos,rg Da'e 09 09 2015 Item Desor ct or UnP Est Unit Previous Previous No, Ca-tt Pn;e 0 a-1 t'r Arturt 030 Control led Density F:II (Backful) As Required. Cut,- Yard 50 5130 0- _ _ _ SO 00 0 0C 031 Aspra : Pa'ch Ircldmg CSTC Square Yard 650 SK C-- _ __ __ CC coo 032 S„rface Resbrat or, Lump Sam 1 S15 OCO C: C 00 SO OC 000 033 COs2 Credo for Change of Trerchless Casrg Ma:erla! Linear Foot 240 (S12 0? C 00 SO 00 000 034 COa2 Credit for Charge of Open Cut Cas rg Material Linea, Foot 300 (S12 CC 0 CO SO 00 000 035 C042 Credit for Cha^ge of Imported Grave' Borrow for Fill, Tor. 7500 (SO P coo S0 00 000 Subtotal 9 51. Sales Tax Total $85 19360 58.093 39 S93.286.99 This Total S0 00 soco SO 00 $0 00 S0 00 S0 00 S 1.699.200.00 S161.42400 51 860 624 00 000 0 CO 000 0 GO 000 0 00 Tcta SO 00 SO CO $0 00 SO CO $0 00 SO 00 S 1.784 393 60 S169 517 39 S 1.953.910-99 ihr D q/9 �'� expdetl.rpt 09/26/2016 3:13PM Periods: 7 through 11 Expenditure Detail Report City of Renton 0710112016 through 11/30/2016 426 WASTEWATER CIP 465506 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 018 PW UTILITY SYSTEMS Adjusted Year-to-date Account Number Appropriation Expenditures Expenditures 594 35 i3.000 TALBOT HILL SEWER REPLACEMENT (SR167 ICI 4,600,000,00 000 136,513.87 07/01 /2016 encumber PO 18/0001991 Vendor 071019 SCARSELLA BROTHERS INC Check # 0 07/01/2016 invoice IN Pay Est #1 12,814 60 Vendor 071019 SCARSELLA BROTHERS INC Check # 348490 07/01/2016 encumber LI Pay Est #1 Vendor 071019 SCARSELLA BROTHERS INC Check # 348490 07/01/2016 invoice IN Pay Est #1 1,217.39 Vendor 071019 SCARSELLA BROTHERS INC Check # 348490 07/06/2016 invoice IN 1069541 15,750.67 Vendor 077215 STANTEC CONSULTING SVCS INC Check # 348491 07/06/2016 encumber LI 1069541 Vendor 077215 STANTEC CONSULTING SVCS INC Check # 348491 07/31,2016 cashtrans GJ TR16-07-029 2,194.06 07/31/2016 cashtrans GJ TR16-07-029 4,875.05 08/02/2016 invoice IN PC/Finance 5.00 Vendor 015940 CITY OF RENTON Check # 349330 08/08/2016 invoice IN 1082193 15,915.39 Vendor 077215 STANTEC CONSULTING SVCS INC Check # 349602 08/0812016 encumber LI 1082193 Vendor 077215 STANTEC CONSULTING SVCS INC Check # 349602 08/11'2016 invoice IN Pay Est #2 72,379.00 Vendor: 071019 SCARSELLA BROTHERS INC Check # 349577 08/11'2016 encumber LI Pay Est #2 Vendor 071019 SCARSELLA BROTHERS INC Check # 349577 08/11 '2016 invoice IN Pay Est #2 6,876.00 I Vendor. 071019 SCARSELLA BROTHERS INC Check # 349577 08/3''2016 cashtrans GJ TR16-08-025 2,571.74 08/31/2016 cashtrans GJ TR16-08-025 5,737,18 09/1 /2016 invoice IN Pay Est #3 1.699,200,00 Vendor: 071019 SCARSELLA BROTHERS INC __ Checs# 35Q Year-to-date Encumbrances 322,005.07 3,183,440 94 -12.814.60 15.750.67 -15, 915.39 -72,379.00 Page: 1 Prct Balance Used 4,141,481.06 9.97 Page: 1 expdetl.rpt Expenditure Detail Report Page: 2 09/26/2016 3:13PM Periods: 7 through 11 City of Renton 07/01/2016 through 11/3012016 426 WASTEWATER CIP 465506 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 018 PW UTILITY SYSTEMS Account Number 594.35 33.000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 09/1: 2016 encumber LI Pay Est #3 Vendor 071019 SCARSELLA BROTHERS INC 09/13/2016 invoice IN Pay Est #3 Vendor. 071019 SCARSELLA BROTHERS INC 09/14'2016 invoice IN 1097807 Vendor 077215 STANTEC CONSULTING SVCS INC 09/V 12016 encumber LI 1097807 Vendor 077215 STANTEC CONSULTING SVCS INC 594.35 33.000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ Total WASTEWATER CIP Grand Total Adjusted Year-to-date Year-to-date Prct A nn-rintinn Fvnnnriitnrnc FynPn&hirP.c Fnr_umbrances Balance Used (Continued) Check # Check # 0 Check # 0 4,600,000.00 4,600,000.00 4, 600.000.00 21,527.81 2,022,487.89 2,159,001.76 2,022,487.89 2,159,001.76 2,022,487.89 2,159,001.76 -1,699,200.00 -21,527.81 1.667.858.54 1,667,858.54 773,139.70 83.19 773.139.70 83.19 1,667,858.54 773.139.70 83.19 Page: 2 North REVISED LENGTH OF TRENCHLESS 307' PROPOSED LENGTH OF TRENCHLESS UTB 1223 280' BID LENGTH OF TRENCHLESS 240' South UTILITY SHARE TRENCHLESS UTB 1223 _ 218' PAY EST 3 ITEM 13 64' LENGTH OF THE TRENCHLESS WAS REVISED AFTER THE BID FROM 240' TO 307'. THIS WAS TO MOVE THE BORE PIT NORTH BECAUSE THE OVERHEAD UTILITIES ALONG THE NORTH SIDE OF 1-405 WOULD INTERFERE WITH CONSTRUCTION. WORK IS PROCEEDING FROM NORTH TO SOUTH �AdV& Igtm�If I Sbite of Transpo to fm Utility Construction Agreement �Nork by Utility - Shared Cost Agee-er.' NuT' er Reg on UTB 1223 Northwest co^trcl SeCtion S!a'=_ Rc.,_ 174303 405 Es';-na'.ed Agreement Arnount $ 3, 974, 945 V e^os's Fr--- 02.25 To 03.74 Orgac zat on and Address City of Renton Renton City Hall 1055 South Grady Way Renton, WA 98057 Pro;e:t T.tle / Loca!icn 1-405, SR 167 Interchange Direct Connector South 14�. Street — Sanitary Sewer Ma'n ! Relocation Th:s Uti;ity Construction Agreement is made and entered into between the Washington State Department of Transportation (STATE) and the above named UTILITY. WHEREAS, the STATE is planning the construction or improvement of the State Route as shown above for the identified STATE Project, and in connection therewith, it is necessary to remove and!or relocate and/or construct certain UTILITY facilities (Work). and WHEREAS, the Work includes re'ocation of facilities With property rights and facilities without property rights and WHEREAS, the UTILITY is responsible fo• (1) tie cost of the Work for UTILITY facilities located without a documented ownership of and/or interest in real property, such as being located pursuant to a franchise, a permit or undocumented permission, (2) all betterments, and (3) new facilities, and WHEREAS, the STATE is responsible for the cost of the Work affecting the UTILITY s facilities located pursuant to a documented ownership of and/or interest in real property, such as an easement. fee titre, or court find;ng of prescriptive right, which is impacted by the STATE project, and WHEREAS, the Work sha'I be defined as a1 materials, equipment; labor, contract administration and any other effort required to perform the relocation, construction, and/or removal of the UTILITY s facilities. and WHEREAS, it is deemed to be in the best public interest for the UTILITY to perform the relocation, removal, or construction of its facilities, NOW, THEREFORE, pursuant to RCW 47.01.210 and chapter 47.44 RCW, the above recitals that are incorporated herein as if fully set forth below, and in consideration of the terms, conditions, covenants. and performances contained here n, as we!! as the attached Exhibits A, B and C, which are incorporated and made a part hereof, IT IS MUTUALLY AGREED AS FOLLOWS: CONSTRUCTION, INSPECTION, AND ACCEPTANCE 1.1 Program Guide: Utility Relocation and Accommodation on Federal Aid Highway Projects shall Pa;e . c` determine and establish the definitions and applicable standards and payments under this Agreement By th,s reference this document is adopted and made a part of this Agreement as if fully contained herein 1 2 Betterment. A betterment is any improvement to the UTILITY's facilities not required by code, regulation, standard industry practice, or any other applicable regulation. If any of the Work constitutes a betterment as defined in the Program Guide: Utility Relocation and Accommodation on Federal Aid Highway Projects, the UTILITY is solely responsible for the costs of such improvement 1.3 Accrued Depreciation. Accrued depreciation may be applied to any of the UTILITY's major facilities, such as a building, pump station, power plant, etc. Accrued depreciation shall not apply to the UTILITY s primary facilities, such as pipelines, conductors, poles, cable, conduit, etc. If any UTILITY facility does qualify for an adjustment due to accrued depreciation as defined in Program Guide Utility Relocation and Accommodation on Federal Aid Highway Projects , the costs are calculated according to the formula in the Program Guide and the result is shown as a UTILITY cost in Exhibit B Cost Estimate. 1 A The UTILITY shall furnish the labor, materials, equipment, and tools required for and perform the Work in constructing, removing and/or relocating the UTILITY facilities, in accordance with Exhibit A, Special Provisions, and Exhibit C. Plans. 1.5 If the UTILITY is not adequately staffed or equipped to perform all the Work required herein, the UTILITY may have all or part of this Work done by a contract let by the UTILITY, as follows: 1.5.1 Before contracting out any Work, the UTILITY shall obtain written authorization from the STATE, and the STATE may require the UTILITY to advertise and solicit bids for the contract Work 1.52 STATE requires the Work to be advertised and bid, the UTILITY shall provide a copy of all bid documents to the STATE seven (7) calendar days prior to the advertisement date for STATE comment. 1.5.3 The UTILITY shall notify the STATE at least three (3) working days in advance of the location and time of the bid opening so that a STATE representative may attend the bid opening. 1.5.4 The UTILITY shall supply a copy of the three lowest bids with itemized bid amounts to the STATE within seven (7) calendar days of bid opening 1.5.5 If the UTILITY elects to use other than the lowest bid contractor, the UTILITY shall provide written justification to the STATE for the use of that contractor and bid price. The STATE shall review the UTILITY's written justification, and if the STATE does not agree therewith and the UTILITY awards the bid to other than the lowest bid contractor, the UTILITY shall be responsible for the cost difference between the amount of the lowest bid and the amount of the awarded contract. 1.6 If the UTILITY desires to have the Work performed under an existing contract, the STATE may require the UTILITY to provide the STATE with a copy of the contract for the STATE's written approval of the contractor and contract charges. 1.7 The Parties agree that nothing in the STATE's approval of a UTILITY contractor or bid shall be for the benefit of the UTILITY, all such approvals, whether written or verbal, shall be solely for the benefit of the STATE and shall not establish a contractual relationship among the STATE, the UTILITY, and the UTILITY's contractor. 1.8 All of the UTILITY's Work, construction procedures, materials, and/or utility installation, as Dn- 7 -4F P 1 170 11711 Provided under this Agreement, sha'I be subject to STATE inspect on for solely the benefit of the STATE s payment. state highavay and'or STATE project. The UTILITY shall promptly notify the STATE in writing when the Work is completed. The STATE shall inspect the Work for comp'iance wish the Exhibits attached to this Agreement. The STATE will notify the UTILITY in writing of any non- compliance that would impact the STATE's payment, state highway and/or STATE project. The UTILITY agrees to make the necessary changes to satisfy the STATE requirements or adjust the invoice The STATE s inspection shall n.ot reduce or modify the UTILITY s responsibility for the Work 1.9 Upon cornpletlon of the Work, the UTILITY agrees that it shal! be solely responsib!e for a'I future ownership. operation and maintenance costs of its facilities without STATE liability or expense. AUTHORITY TO BEGIN WORK AND WORK SCHEDULE 2.1 The UTILITY agrees not to begin Work until the STATE has provided written notice, authorizing the UTILITY to begin Work. The STATE sha'I not be obligated to reimburse the UTILITY for any Work performed before the date of notification. 2.2 The UTILITY agrees to schedule and perform the Work in such manner as riot to delay or interfere with the STATE's contractor in the performance of the STATE's project The UTILITY shall be responsible for any costs resulting from delay of, or interference with, the STATE's project contractor, to the extent the delay or interference is attributable to the UTILITY or the UTILITY's contractor. The Parties' mutually agreed conditions or requirements for avoidance of delay of, or interference with, the STATE's project contactor is included in Exhibit A. COMPLIANCE 3.1 The UTILITY agrees to comply with a1 applicable requirements of the STATE in accordance vi;th the Utilities Accommodation Policy. Chapter 468-34 WAC, and amendments thereto, and said po!,cy and amendments are hereby incorporated i-i and made a part of this Agreement for a! intents and purposes as if fully set forth herein. 3 2 The UTILITY agrees to comply with all applicable laws and environmental requirements of any jurisdictional agency and is responsible for obtaining any necessary environmental permits required in order to perform the Work. 3.3 The UTILITY agrees to obtain and comply with any other permits from any jurisdictional agency that are requ red in order for the UTILITY to perform the Work. 4. PAYMENT 4.1 The UTILITY agrees that it shall be responsible for the actual direct and related indirect costs. inc'ud,ng mobilization, construction engineering, contract administration and overhead costs associated with the Work where the UTILITY does not have a documented ownership of and!or interest in real property, such as an easement, fee title, or a court finding of prescriptive right for its facilities. The UTILITY -responsible cost of this Work is estimated to be Three Hundred Eighty Thousand Three Hundred Forty -Five Dollars ($380,345.00) An itemized estimate of UTILITY - responsible costs for Work to be performed is included in Exhibit B, Cost Estimate. 4.2 The STATE is responsib!e for the cost of the Work excluding all betterment or new facility work, for the UTILITY's facilities that are located pursuant to a documented ownership interest in real prepe-ty such as an easement fee title. or court finding of prescriptive right, which are impacted by the STATE project, as shown in Exhibits A and B. Exhibit B, Cost Estimate, contains an itemized cost estimate of STATE -responsible costs for the Work to be performed by the UTILITY. 4 3 The STATE, in consideration of the faithful performance of the Work to be done by the UTILITY. Page 3ofc ,_u 1.2 Z3 agrees to reimburse the UTILITY for the actual direct and related indirect cost of the Work, excluding all betterment or new facility work, for which the STATE is responsible as defined in Exhibit B. The UTILITY agrees to invoice the STATE and provide supporting documentation for all charges, and the STATE agrees to pay the UTILITY within thirty (30) days of receipt of an invoice. Payments shall not be more frequent than one per month. A partial payment will not constitute agreement as to the appropriateness of any item and that, at the time of final invoice, the Parties will resolve any discrepancies. 4.4 The UTILITY shall submit a Tina! invoice to the STATE within ninety (90) calendar days following completion of the Work. In the event that the final invoice reveals an overpayment to the UTILITY, the UTILITY agrees to refund such overpayment to the STATE within thirty (30) days. 4.5 State Fiscal Year End Closure Requirements (chapter 43.88 RCW): Any invoices for Work performed between July 1 and June 30 of any given year must be submitted to the STATE no later than July 6th (or the first business day after the July 4th holiday) of the same calendar year. If the UTILITY is unable to provide an invoice for such Work by this date, an estimate of all remaining payable costs owed by the STATE for Work performed by the UTILITY prior to July 1 must be submitted to the STATE no later than July 19th of the same year in order for the STATE to accrue the amount necessary for payment. The UTILITY will thereafter submit any remaining invoices to the STATE for such Work as soon as possible. Failure to comply with these requirements may result in the need for the STATE to file for approval of belated claims pursuant to chapter 43.88 RCW, which may significantly delay payment. The STATE shall not be required to pay to the UTILITY late payment fees, interest, or incidental costs incurred by the UTILITY or any other costs related to a delayed payment if the UTILITY fails to comply with the invoice requirements of this Section. CHANGE IN WORK OR COST INCREASE 5.1 The Parties agree that should unforeseen conditions or circumstances require additional or changes in Work from what Exhibits A and C provide, and/or increases in costs above the Exhibit B Cost Estimate by more than five (5) percent, an Amendment is required. If the additional or change in Work must be immediately performed in order to avoid project schedule delays and/or to avoid additional project costs, the STATE may authorize such additional or change in Work and/or increased costs in advance of formal Amendment execution; provided that, (a) the UTILITY submits to the STATE a written description of the additional or change in Work and a cost estimate, (b) the STATE Capital Program Development and Management Office (CPDM) verifies that funds are available within the project budget to cover the additional costs, and (c) if verified by CPDM, the STATE shall provide the UTILITY with a written authorization. The STATE's written authorization shall be subject to all the terms and conditions of the Agreement. The UTILITY may not be reimbursed for any costs above the Exhibit B Cost Estimate until an Amendment has been executed. 5.2 Should it be necessary to modify Exhibit A, Special Provisions, the UTILITY agrees to immediately notify the STATE of all proposed changes, and the STATE agrees to provide written notice of its acceptance or rejection of the change(s), in writing, within ten ( 10 ) working days. 6. PERMIT 6.1 The UTILITY shall apply for a permit for those new or modified UTILITY facilities that will be located within the STATE's limited access right of way After receiving the application, the STATE will issue the UTILITY a permit. RIGHT OF ENTRY 7.1 Subject to the UTILITY obtaining all required permits and meeting any other requirements for Work conducted within state- owned right of way, the STATE hereby grants the UTILITY a right of entry upon all land in which the STATE has interest for the purpose of performing the Work. Upon completion of the Work, this right of entry shall terminate. o»., A -i R I ITR 1991 7.2 A STATE g,ant of access and right of entry onto an interstate limited access right of way may require add tional conditions, for example, a traffic control plan will be required if the UTILITY's Work will impact highway traffic. The Parties agree that all UTILITY access and right of entry provisions affecting an interstate limited access right of way will be identified in Exhibit A, Special Provisions. Upon completion of the Work, this right of entry shall terminate except as otherwise provided in Section 6 7.3 The UTILITY shall not enter state-owned right of way without first having a STATE -issued written right of entry. GENERAL PROVISIONS 8.1 Indemnification. To the extent authorized by law, the UTILITY and STATE shall indemnify and hold harmless one another and their employees and/or officers from and shall process and defend at its own expense any and all claims, demands, suits at law or equity, actions, penalties, losses, damages (both to persons and/or property), or costs, of whatsoever kind or nature, brought against the ore Party arising out of, in connection with, or incident to the other Party's performance or failure to perform any aspect of this Agreement, provided, however, that if such claims are caused by or result from the concurrent negligence of (a) the UTILITY and (b) the STATE, their respective employees and/or officers, or involves those actions covered by RCW 4.24.115, this indemnity provision shall be valid and enforceable on'y to the extent of the negligence of the UTILITY or STATE, and provided further, that nothing herein shall require the UTILITY or STATE to hold harmless or defend the other or its employees and/or officers from any clams arising from that Party's sole negligence or that of its employees and/or officers. The terms of this section shall survive the termination of this Agreement. 8.2 Disputes. If a dispute occurs between the UTILITY and the STATE at any time during the prosecution of the Work, the Parties agree to negotiate at the management level to resolve any issues. Should such negotiations fa] to produce a satisfactory resolution, the Parties agree to enter into a•b:tration and/or mediation before proceeding to any other legal remedy Each Party shall be responsible for its own fees and costs. The Parties agree to equally share the cost of a mediator or arbiter. 8.3 Venue. In the event that either Party deems it necessary to institute legal action or proceedings to enforce any right or obligation under this Agreement, the Parties hereto agree that any such action or proceedings shall be brought in the superior court situated in Thurston County, Washington. Each Party shall be responsible for its own attorney's fees and costs 8.4 Termination: 8.4.1 The UTITLTY understands that the STATE retains the right to terminate this Agreement for convenience upon thirty (30) calendar days written notice to the UTILITY. In the event that the STATE exercises this termination right. the STATE will reimburse the UTILITY for all allowable costs under this Agreement incurred prior to the date of termination 8.4.2 In the event funding for the Work is withdrawn, reduced, or limited in any way after the execution date of this Agreement and prior to normal completion, the STATE may terminate the Agreement upon less than the thirty (30) calendar day notice requirement in section 8.4.1, subject to renegotiation at STATE's sole option pursuant to the revised funding limitations and conditions. 8.5 Amendments. This Agreement may be amended by the mutual agreement of the Parties. Such amendments or modifications sha!I not be binding unless put in writing and signed by persons authorized to bind each of the Parties 8.6 Independent Contractor. Both Parties shall be deemed independent contractors for all purposes, and the employees of each Party and any of its contractors subcontractors, consultants, Page 5 of 6 STR 1.223 and the employees thereof, sha!1 not in any manner be deemed to be the employees of the other Party. 8.7 Audit and Records-. During the progress of the Work and for a period of not less than three (3) years from the date of final payment. The UTILITY shall maintain the records and accounts pertaining to the Work and shall make them available during normal business hours and as often as necessary, for inspection and audit by the STATE, State of Washington, and/or Federal Government and copies of all records, accounts, documents or other data pertaining to the Work will be furnished upon request. The requesting Party shall pay the cost of copies produced. If any litigation, claim or audit is commenced, the records and accounts along with supporting documentation shall be retained until any litigation, claim or audit finding has been resolved even though such litigation, claim or audit continues past the three-year retention period. 8.8 Working Days: Working days for this Agreement are defined as Monday through Friday, excluding Washington State holidays per RCW 1.16.050. IN WITNESS WHEREOF, the Parties hereto have executed this Agreement as of the day and year last written below. UTILIT WASHING N STATE DEPARTMENT OF TRANSP TkNT By - - BY Name Denis Law Name Title Mayor Title T409�—p 147 Date 12&k 6, Date APPROVED AS FORM APPR VF AS TO FORM �: L ��/Si BY Y ?nm Lawrence Warren, City Attorney Ann E. Salay, Senior Assistant Attorney G ral Date K /z- O/I L Date Attest: r, , IdA Jaso Seth, y Clerk 0 � s ' �. D':. a _; a I ITR 1111 Stantec Consulting Services Inc. Prepared by SN1A 11130 NE 33rd PI, Suite 200 Date 2/29/2016 Bellevue, WA 98004 Checked by ELB Date: 3.r9/2016 TITLE: Opinion of Probable Construction Cost 95% DESIGN OWNER: City Of Renton = d nct charge he,e ;see w,:,ks`:s PROJECT: Talbot Hill Sewer Relocation-1-405, SR167 IC/DC Project JOB NO: 2002003609 Approx. Bid Item Description Quantity Unit Unit Cost Total Cost 1 Mobilization & Demobilization 1 LS $ 314,100.00 S 314,100.00 2 Trench Excavation Safety Systems 1 LS S 35.000.00 S 35,000.00 3 Construction Surveying, Staking, and As-Builts 1 LS S 15.000.00 S 15.000.00 4 Traffic Control 1 LS S 30,000.00 $ 30.000.00 5 Temporary Erosion/Sedimentation Controls 1 LS $ 35.000.00 S 35.000.00 6 Site Clearing and Grading 1 LS $ 23.000.00 S 23.000.00 7 Furnish and Install 8-inch PVC Sewer Pipe 630 LF S 150.00 S 94,500.00 8 Furnish and Install 12-inch PVC Sewer Pipe 710 LF $ 200.00 $ 142.000.00 9 Furnish and Install 15-inch PVC Sewer Pipe 90 LF $ 240.00 S 21.600.00 10 Furnish and Install 18-inch Steel Casing Pipe with 12-inch PVC Carrier Pipe 70 LF S 380.00 S 26,600 00 11 Furnish and Install 36-inch Steel Casing Pipe with 15-inch PVC Carrier Pipe (Open Cut Installation) 300 LF S 500.00 S 150,000.00 12 HDD Trenchless Installation of 12-inch HDPE Sewer Pipe 1 LS S 1,100,000.00 S 1,100,000.00 13 Trenchless Installation of 36-inch Steel Casing 280 LF S 1.325,00 5 371,000.00 14 Furnish and Install 15-inch PVC Carrier Pipe within Steel Casing (Trenchless Installation) 280 LF $ 135.00 S 37,800,00 15 Television Inspection of Sanitary Sewers 3260 LF S 1.50 S 4,890.00 16 Launch and Reception Shafts 1 LS 5 440.000.00 5 440,000 00 17 Furnish and Install 48-inch Diam. Sanitary Sewer Manhole with Flat Top 1 EA S 7.000.00 S 7.000,00 16 Furnish and Install48-inch Diam. Saddle Manhole with Flat Top 4 EA S 8.000.00 S 3200000 19 Furnish and Install 60-inch Diam. Sanitary Sewer Manhole with Flat Top 3 EA 5 12.500.00 S 37,500 00 20 Furnish and Install 60-inch Diam. Saddle Manhole with Flat Top 1 EA S 10.000 00 S 10,000,00 21 Furnish and Install 60-inch Diam. Drop Manhole with Flat Top 2 EA 5 15.000,00 5 30,000.00 22 Extension of Existing 12-inch Culvert 40 LF S 75.00 S 3.000.00 23 Connection to Existing Sewer System 7 EA S 5.500.00 S 38,500.00 24 Abandon Existing Sanitary Sewer Manhole 12 EA S 800,00 S 9.600.00 25 Abandon & Fill Existing Sanitary Sewer Main over 10-inch Diam. 1,530 LF $ 15.00 S 22.950.00 26 Removal and Replacement of Unsuitable Foundation Material 50 TON S 25.00 S 1,250.00 27 Select Imported Trench Backfill 7,000 TON S 20.00 S 140,000.00 28 Imported Gravel Borrow 5.150 TON S 18.00 S 92,700.00 29 Quarry Spalls 2,250 TON S 25.00 S 56,250.00 30 Controlled Density Fill (Backfill) (As Required) 50 CY S 12500 S 6,250.00 31 Asphalt Patch including CSTC 650 SY S 15000 S 97.500.00 32 Surface Restoration 1 LS S 30 000.00 S 30.000.00 subtotal S 3,454.990 Washington States Sales Tax @ 9.5% of subtotal S 328,200 Subtotal Sched. A $ 3,783,190 Contingency @ 10% of subtotal $ 378,300 Total Probable Construction Cost $ 4,161,490 Consultant Construction Services $ 193,800 TOTAL PROJECT COST $ 4,355,290 UTB 1223 Exhibit B Cost Estimate Page 1 of 2 UTB 1223 Exhibit B Cost Estimate Cost Sharing Bid Item 13- Trenchless Installation of 36-inch Steel Casing Bid Item 14- Furnish & Install 15-inch PVC Carrier Pipe within Steel Casing unit LF Bid Item 13 280 Bid Item 14 280 UTILITY share Bid Item 13 Bid Item 14 unit cost total cost $1,325 $371,000 $135 $37,800 218 $1,325 218 $135 subtotal 9.5% tax 10% contingency UTILITY SHARE TOTAL Total Project Cost Less UTILITY share STATE TOTAL $288,850 $29,430 $318,280 $30,237 $31,828 $380,345 $4,355,290 $380,345 $3,974,945 UTB 1223 Exhibit B Cost Estimate Page 2 of 2 5 AM INVOICE REQUEST City of Renton Finance Department f Date From Department Authorization (Name & Signature) September 27, 2016 PW/Utility Systems Division/ Wastewater Utility Section aj,_ Teresa Phelan Customer Number Account Nome Dept Contact/Phone .256 Washington State DOT Dave Christensen, x7212 X Original Invoice ❑ Credit Memo L4 Debit Memo For Invoice: Invoice Title SR 167 Interchanged Direct Connector — Talbot Sewer Relocation WSDOT Agreement UTB 1223 Description Amount Reimbursement for the construction costs of the relocation of city- $1,939,879.00 owned sanitary sewer mains on Talbot Hill incurred between July 1, 2016 and September 9, 2016, per WSDOT Agreement UTB 1223 Account Distribution Work Order/Function Amount 426.465506.018.334.03.60.000 $1,939,879.00 Talbot Hill Sewer Replacement WSDOT INVOICE TOTAL $1,939,879.00 Comments: Please return the invoice to Amber Druce, Utility Systems, for mailing with supporting documentation. Address: WSDOT Attn: Lesly Chan 600 108`h Ave NE, Suite 400 Bellevue, WA 98004 Phone: 425-456-8526 Send completed form and all backup to Accounts Receivable, Sandra Pedersen, ASD. ext. 6897 CONCURRENCE DATE _7Id7IILa September 27, 2016 Ms. Lesly Chan WSDOT 600 108th Avenue NE, Suite 400 Bellevue, WA 98004 RE: 1405, SR 167 INTERCHANGE DIRECT CONNECTOR — TALBOT HILL SEWER RELOCATION WSDOT AGREEMENT NUMBER UTB 1223 Dear Ms. Chan: In accordance with WSDOT Agreement UTB 1223, the City of Renton is requesting reimbursement for the construction costs of the relocated sewer improvements by Scarsella Bros Inc. incurred between July 1, 2016 and September 9, 2016, in the amount of $1,939,879. Attached are an invoice, a copy of Construction Pay Estimates No. 2 and No. 3, and a summary sheet from the City's invoice system showing payment made for each Construction Pay Estimate. We have also included a chart showing the progress of the work associated with Pay Estimate No. 3 pay item 13, which the Wastewater Utility is responsible for a share of the cost. For your reference a copy of the pertinent portions of WSDOT Agreement UTB 1223 is also attached. If you have any questions regarding this request for reimbursement, please contact me by phone at 425-430-7206 or by email at mbenoit@rentonwa.Rov. Sincerely, Michael A. Benoit Wastewater Utility Project Manager Attachments \\RVFPS-02\Depts\PW\File Sys\WWP - Waste Water\WWP-27-03812 Talbot Hill Sanitary Sewer Relocation\WSDOT\Talbot Hill WSDOT Reimbursement Letter 5 Sept 2016.doc\MABad TO: FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Scarsella Bros. Inc. CONTRACT NO. CAG-16-036 PO# 18/0001991 CCESTIMATE NO. 2 PROJECT: Talbot Hill Sewer Relocation - 1-405, SR 167 IC/DC Project 1. CONTRACTOR EARNINGS THIS ESTIMATE $72,379.00 2. SALES TAX (ONLY ON SCHED A ITEMS) @ 9.50% $6,876.00 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $79,255.00 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $12,173.87 5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $68,760.05 6. SUBTOTAL - CONTRACTOR PAYMENTS 7. RETAINAGE ON PREVIOUS EARNINGS $640.73 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE $3,618.95 9. SUBTOTAL - RETAINAGE 10. SALES TAX PREVIOUSLY PAID $1,217.39 11. SALES TAX DUE THIS ESTIMATE $6,876.00 12. SUBTOTAL - SALES TAX * (95% x LINE 1) ** (RETAINAGE: 5%) GRAND TOTAL FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 426.465506.018.594.35.63.000 RETAINED AMOUNT (Line 8): ACCOUNT # 426.465506.018.594.35.63.000 CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION I. THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN. AND THAT THE CLAIM IS A JUST. DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON. AND THAT I AM AUTHORIZED TO AUTHENTICATE AND CERTIFY TO SAID CL / Signed: $75,636.05 # 2 $3,618.95 # 2 TOTAL THIS ESTIMATE: $80,933.92 $4,259.68 $8,093.39 $93,286.99 $75,636.05 $3,618.95 $79,255.00 Printed On: 08/09/2016 City of Renton Public Works Department Page 1 Primed On: 08/09,12016 City of Renton Public Works Department Page 1 Project Talbot Hill Sewer Relocation - 1-405. SR 1671C1DC Protect Contract Number. Contractor Scarsella Bras Inc Pay Estimate 2 Closing Date Item Description Unit Est Unit Previous Previous No Quantity Price CAS-16-036 08 08.2016 This This Quantity Amount ToraTotal 001 Mobilization & Demobilization Lump Sum 1 S250.000 00 000 SO 00 003 S7,500 00 003 S7,500 00 002 Trench Excavation Safety Systems Lump Sum 1 S15 000 00 000 SO 00 SO 00 000 SO 00 003 Construction Surveying Staking. and As-Builts Lump Sum 1 $25.000,00 010 $2.500 00 030 SZ500 00 0 40 S10.000 00 004 Traffic Control Lump Sum 1 $40.000 00 0 ^0 SO 00 003 $1_200 00 003 S1.200 00 005 Temporary Erosion,Sedimentation Controls Lump Sum 1 S30.000.00 0 15 $4.500 00 SO 00 0 15 $4,500 00 006 Site Clearing and Grading Lump Sum 1 S23.500 00 0 15 S3.525 00 025 S5.875 00 040 S9.400 00 007 Furnish and Install 8-inch PVC Sewer Pipe Linear Foot 630 SAC 5 000 $0 00 S0.00 000 $0.00 008 Furnish and Install 12-inch PVC Sewer Pipe Linear Foot 690 S85 OC 000 SO 00 SO 00 000 $0 00 009 Furnish and Install 15-inch PVC Sewer Pipe Linear Foot 100 $1 15 00 000 SO 00 SO 00 CDC $0 00 Furnish and Install 18-inch Steel Casing Pipe with 12-inch 010 PVC Carrier Pipe Linear Foot 70 $215 00 000 S0.00 SO 00 0.00 SO 00 Furnish and Install 36-inch Steel Casing Pipe with 15-inch 011 PVC Carrier Pipe (Open Cut Installation) Linear Foot 300 S300 CC coo SO 00 $0 00 000 S0.00 012 HDD Trenchless Installation of 12-inch HDPE Sewer Pipe Lump Sum 1 $820,000 00 coo SO 00 So 00 000 $0 00 013 Trenchless Installation of 36-inch Steel Casing Linear Foot 240 S800 OC 000 s0 00 S0 00 000 SO 00 Furnish and Install 15' PVC Carrier Pipe within Steel Casing 014 (Trenchless Installation) Linear Foot 240 ., _ _ C 00 $0 00 $0 00 coo SO 00 015 Television Inspection of Sanitary Sewers Linear Foot 3240 S4.50 0 OC S0 00 S0 00 0.00 $0 00 016 Launch and Reception Shafts Lump Sum 1 S790.000 OC 000 SO 00 SO 00 000 SO 00 Furnish and Install 48-inch Diam. Sanitary Sewer Manhole 017 with Flat Top Each 1 $4,500 00 000 SO 00 $0.00 0.00 $0 00 Furnish and Install 48-inch Diam Saddle Manhole with Flat 018 Top Each 4 $4.625 00 QCC SO 00 S0 00 000 SO 00 Furnish and Install 60-inch Clam Sanitary Sewer Manhole 019 with Flat Top Each 3 $11,550.0C 000 SO 00 $0.00 0.00 $0 00 Furnish and Install 60-inch Diam Saddle Manhole with Flat 020 Top Each 1 S10.300 OC 0.00 SO 00 S0 00 000 S0.00 Fumish and Install 60-inch Diam Drop Manhole with Flat 021 Top Each 2 $10.600.00 000 S0.00 $0 00 000 SO 00 022 Extend Existing I Install New 12-Inch Culvert Linear Foot 180 $42 4C 54.00 S2.289.60 SO 00 5400 $2.289 60 023 Connect to Existing Sewer Manhole Each 8 S600 0c coo S0 00 SO 00 000 S0.00 024 Abandon Existing Sanitary Sewer Manhole Each 12 S800 0C 000 S0.00 SO 00 0.00 S0.00 Adandon & Fill Existing Sanitary Sewer Main Over 10' 025 Diam. Linear Foot 1530 $10 CC 000 S0 00 SO 00 0 00 $0.00 Removal and Replacement of Unsuitable Foundation 026 Material Ton 50 $65OC 000 $000 181.60 $11.804.00 18160 $11,804.00 027. Select Imported Trench Backfill Ton 7000 S16.00 000 S0.00 S0.00 000 S0.00 028 Imported Gravel Borrow For Fill Ton 7500 S19.25 0.00 S0.00 2000.00 $38,500,00 200000 $38,500.00 029 Crushed Surfacing Base Course for Gravel Road Ton 2500 $22 5C II 0 00 S0 00 SO 00 000 $0,00 Printed On: 08/09/2016 City of Renton Public Works Department Page 2 Project Talbot HU Sewer Ralocaben - 1.405 SR 167 IC,DC Project Ccrba -- N; mber Contractor Scarsella Bros Inc Paj Es*mate 2 Ci-s - : ale Item Descriptor Unit Est. Unit Pre. ,s Previous No Quantity Fr ce C. Amo,:nt 030 Controlled Density Fill (Backfili) (As Required, Cubic Yard 50 S130 00 _., S0.00 031 Asphalt Patch Includ•ng CSTC Square Yard 650 $30 OC S C - SC 00 032 Surface Restoration Lump Sum 1 S15.000 00 0 GG S0.00 033 COk2 Credit for Change of Trenchless Cas!ng Material Linear Foot 240 ($12 O0 0.00 SO 00 034 COa2 Credit for Change of Open Cut Casing Material Linear Foot 300 ($12 00 0 00 S0.00 G35. COu2: Credit for Change of Imported Gravel Borrow for Fill Ton 7500 ($O 50 000 S0.00 Subtotal 9 5': Sales Tax Total $12,814.60 $1,217.39 S14 031 99 CAG-16.036 08 08 2016 This Tn s Quantity Amount Total Quantity Total Amount $0 00 0.00 S0 00 50.00 000 S0 00 $0 00 0.00 $0.00 $0.00 000 S0.00 $0.00 000 $O 00 S0.00 0.00 SO 00 $72,379.00 S85.193 60 $6.876 00 $8,093.39 S79.255 00 S93.286 99 14,111 �1ar��v TO: FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Scarsella Bros. Inc. CONTRACT NO. CAG-16-036 PO# 18/0001991 ESTIMATE N6,.✓ � PROJECT: Talbot Hill Sewer Relocation - 1-405, SR 167 IC/DC Project 1. CONTRACTOR EARNINGS THIS ESTIMATE $1,699,200.00 2. SALES TAX (ONLY ON SCHED A ITEMS) @ 9.50% $161,424.00 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $1,860,624.00 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $80,933.92 5. ' EARNINGS DUE CONTRACTOR THIS ESTIMATE $1,614,240.00 6. SUBTOTAL - CONTRACTOR PAYMENTS 7. RETAINAGE ON PREVIOUS EARNINGS 8. '* RETAINAGE ON EARNINGS THIS ESTIMATE 9. SUBTOTAL - RETAINAGE 10. SALES TAX PREVIOUSLY PAID 11. SALES TAX DUE THIS ESTIMATE 12. SUBTOTAL - SALES TAX ' (95% x LINE 1) (RETAINAGE: 5%) $4,259.68 $84,960.00 $1,695,173.92 $89,219.68 $8,093.39 $161,424.00 $169,517.39 GRAND TOTAL: $1,953,910.99 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 426.465506.018.594.35.63.000 $1,775,664.00 # 3 RETAINED AMOUNT (Line 8): ACCOUNT # 426.465506.018.594.35.63.000 $84,960.00 # 3 TOTAL THIS ESTIMATE: CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION I, THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED. THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN. AND THAT THE CLAIM IS A JUST, DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON AND THAT 1 AM AUTHORIZED TO AUTHENTICAT AND CERTIFY TO S D CLAIM Signed: $1,775,664.00 $84,960.00 $1, 860, 624.00 Printed On: 09/09/2016 City of Renton Public Works Department Page 1 Printed On: 09/09/2016 City of Renton Public Works Department Page 1 Project Talbot Hill Sewer Relocation - 1.405, SR 1671C-DC Project Contract Number CAG-16-036 Contractor Scarsella Bros Inc Pay Est mate 3 Closing Date 09 09,2016 Item Description Unit Est Unit Previous Prev,.ous This This Total Total No. Quantity Price Q,1�''j Quantity Amount Cuant,ty Amour 001 Mob,lizahon & Demobilization Lump Sum 1 S250 COO OC 003 S7,500 00 077 $192.500 00 080 S200.000 00 002 Trench Excavation Safety Systems Lump Sum 1 515 OJC 3.-� 0.00 SO 00 010 S1,500.DO 0 10 $1.500 OC 003. Construction Surveying Staking. and As-Builts Lump Sum 1 S25.000 OC 0.40 S10000 OO 0 10 $2.500 00 050 512,500 00 004 Traffic Control Lump Sum 1 S40.000 00 003 S1.200 00 060 S24,000 00 0.63 $25.200.00 005 Temporary Erosion/Sedimentation Controls Lump Sum 1 S30.000 00 0.15 $4,500 00 0.60 $18.000 00 075 S22.500 00 006 Site Clearing and Grading Lump Sum 1 $23.500 00 040 S9,400 00 000 SO 00 040 S9,400.00 007. Furnish and Install 8-inch PVC Sewer Pipe Linear Foot 630 S50 50 0 OC $0 00 000 $0 OO 0.00 SO.00 008 Furnish and Install 12-inch PVC Sewer Pipe Linear Fool 690 S85 OC 000 $0 00 000 SO 00 000 SO 00 009 Furnish and Install 15-inch PVC Sewer Pipe Linear Foot 100 5115°:; 000 50 00 000 5000 0.00 S0.00 Furnish and Install 18-inch Steel Casing Pipe with 12-inch 010 PVC Carrier Pipe Linear Foot 70 S215 00 000 SO 00 000 S0.00 000 SO 00 Furnish and Install 36-inch Steel Casing Pipe with 15-inch 011. PVC Carrier Pipe (Open Cut Installation) Linear Foot 300 S3^S r,- C 0n SO 00 0.00 SO 00 000 SO.00 012 HOD Trenchless Installation of 12-inch HOPE Sewer Pipe Lump Sum 1 S820.000 00 coo SO 00 090 S738.000 00 090 S738.000 00 013 Trenchless Installation of 36-inch Steel Casing Linear Foot 240 $800 OC 000 SO 00 6400 S51,200 00 6400 $51.200 00 Furnish and Install 15' PVC Carrier Pipe within Steel Casing 014 (Trenchless Installation) Linear Fool 240 S70 OC 000 $0 00 000 50 00 000 $0 00 015 Television Inspection of Sanitary Sewers Linear Foot 3240 S4 50 000 SO 00 000 $0 OO 000 SO.00 016 Launch and Reception Shafts Lump Sum 1 $790,000 OC 000 $0 00 0.85 S671,500 00 0.85 S671,500.00 Furnish and Install 48-inch Diam Sanitary Sewer Manhole 017. with Flat Top Each 1 $4,500.00 0.00 SO 00 0.00 $0 00 000 S0.00 Furnish and Install 48-inch Diam.Sdddle Manhole with Flat 018 Top Each 4 S4.625 OC C 00 $0 00 000 $O 00 000 $O OO Furnish and Install 60-inch Diam. Sanitary Sewer Manhole 019 with Flat Top Each 3 $11,550 OC 000 SO OO 000 $O OO 000 $0 00 Furnish and Install 60-inch Diam. Saddle Manhole with Flat 020 Top Each 1 S10.300 O0 000 SO 00 000 $0.00 000 S0.00 Furnish and Install 60-inch Diam. Drop Manhole with Flat 021. Top Each 2 $1 c 6JG 0: 0 0v $0.00 0.00 $0 00 000 $0 00 022 Extend Existing / Install New 12-Inch Culvert Linear Foot 180 S42 4: 5400 $2.289 60 0.00 S&OO 54.00 $2.289.60 023. Connect to Existing Sewer Manhole Each 8 S600 OC coo $0 00 0.00 $0 OO 000 SO.00 024. Abandon Existing Sanitary Sewer Manhole Each 12 111001 100 $0.00 0.00 SO 00 000 $0,00 Adandon S Fill Existing Sanitary Sewer Main Over 10" 025 Dram Linear Foot 1530 S10 00 000 $0.00 0.00 $0.00 0.00 $0.00 Removal and Replacement of Unsuitable Foundation 026. Material Ton 50 S65.00 18160 $11.804.00 0-00 SOOO 181.60 S11,804.00 027. Select Imported Trench Backfill Ton 7000 $16,00 0.00 $0.00 0.00 $0.00 0.00 $0 00 028 Imported Gravel Borrow For Fill Ton 7500 $19.25 2000.DO S38.500.00 0.00 $0.00 200000 S38.500.00 029 Crushed Surfacing Base Course for Gravel Road Ton 2500 $22 50 000 SO OC 000 SO.00 000 $0.00 Printed On: 09/09/2016 City of Renton Public Works Department Page 2 Project Talbot Hill Sewer Relocation - 1.405 SR 167 ICrDC Project Contract Number CAG-16-036 Contractor Scarsella Bros Inc Pay Estimate 3 Closing Date. 09 09,2016 Item Description Unit Est Una Prev!cus Previous This No. Quanta Price - Amount Quanta This Total Total 030 Controlled Density Fill (Backfilp (As Required) Cubic Yard 50 $130 00 000 $0.00 0.DO $0 00 000 031 Asphalt Patch Includ,ng CSTC Square Yard 650 S30 00 000 SO 00 000 SO 00 000 032 Surface Restoration Lump Sum 1 $15 000 00 000 $0.00 000 SO 00 0.00 033 COa2 Credit for Change of Trenchless Casing Material Linear Fool 240 (S12 0- 000 S0.00 0.00 SO.00 000 034 COr2. Credit for Change of Open Cut Casing Material Linear Foot 300 (S12 00 000 $0 00 0,00 $0.00 000 035 CO42 Credit for Change of Imported Gravel Borrow for Fill Ton 7500 (SO SO, 000 S0 00 000 SO 00 000 Subtotal 9.5% Sales Tax Total S85.193.60 S8,093 39 S93.286 99 S1,699.200.00 S161.42400 S 1.860 624.00 SO 00 SO 00 SO 00 SODO SO 00 SO 00 S 1, 784, 393 60 $169,517.39 $1,953,910.99 RaiD 9/.;A. expdetl.rpt Expenditure Detail Report Page: 1 09/26/2016 3:13PM Periods: 7 through 11 City of Renton 07/01/2016 through 11/30/2016 426 WASTEWATER CIP 465506 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 018 PW UTILITY SYSTEMS Account Number 594.35.63.000 TALBOT HILL SEWER REPLACEMENT (SR167 ICI 07/01/2016 encumber PO 18/0001991 Vendor 071019 SCARSELLA BROTHERS INC 07/01/2016 invoice IN Pay Est #1 Vendor 071019 SCARSELLA BROTHERS INC 07/01/2016 encumber LI Pay Est #1 Vendor 071019 SCARSELLA BROTHERS INC 07/01/2016 invoice IN Pay Est #1 Vendor 071019 SCARSELLA BROTHERS INC 07/06/2016 invoice IN 1069541 Vendor 077215 STANTEC CONSULTING SVCS INC 07/06/2016 encumber LI 1069541 Vendor 077215 STANTEC CONSULTING SVCS INC 07/31/2016 cashtrans GJ TR16-07-029 07/31/2016 cashtrans GJ TR16-07-029 08/02/2016 invoice IN PC/Finance Vendor 015940 CITY OF RENTON 08/08/2016 invoice IN 1082193 Vendor 077215 STANTEC CONSULTING SVCS INC 08/08/2016 encumber LI 1082193 Vendor 077215 STANTEC CONSULTING SVCS INC 08/11 /2016 invoice IN Pay Est #2 Vendor 071019 SCARSELLA BROTHERS INC 08/11/2016 encumber LI Pay Est #2 Vendor. 071019 SCARSELLA BROTHERS INC 08/11 /2016 invoice IN Pay Est #2 Vendor 071019 SCARSELLA BROTHERS INC 08/31!2016 cashtrans GJ TR16-08-025 08/3112016 cashtrans GJ TR16-08-025 invoice IN Pay Est #3 109/13/2016 Vendor 071019 SCARSELLA BROTHERS INC Adjusted Year-to-date Year-to-date Appropriation Expenditures Expenditures Encumbrances 4,600,000.00 0.00 136,513-87 322,005.07 3,183,440.94 Check # 0 12,814.60 Check # 348490 -12,814.60 Check # 348490 1,217.39 Check # 348490 15, 750.67 Check # 348491 -15,750.67 Check # 348491 2,194.06 4,875.05 5.00 Check # 349330 15, 915.39 Check # 349602 -15,915.39 Check # 349602 72,379.00 Check#349577 -72, 379.00 Check # 349577 6,876.00 I Check # 349577 2,571.74 5,737.18 1.699.200.00 Prct Balance Used 4,141,481.06 9.97 Page: 1 expdetl.rpt 09/26/2016 3:13PM Periods: 7 through 11 Expenditure Detail Report City of Renton 07/01/2016 through 11/30/2016 426 WASTEWATER CIP 465506 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 018 PIN UTILITY SYSTEMS Adjusted Account Number Appropriation 594.35.63.000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ (Continued) Year-to-date Year-to-date Expenditures Expenditures Encumbrances 09/13/2016 encumber LI Pay Est #3 Vendor 071019 SCARSELLA BROTHERS INC Check # 350463 09/13/2016 invoice IN Pay Est #3 161,424.00 Vendor. 071019 SCARSELLA BROTHERS INC Check # 350461 09/19/2016 invoice IN 1097807 21,527.81 Vendor 077215 STANTEC CONSULTING SVCS INC Check # 0 09/19/2016 encumber LI 1097807 Vendor 077215 STANTEC CONSULTING SVCS INC Check # 0 594.35.63.000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 4,600,000.00 2,022,487.89 2,159,001.76 Total WASTEWATER CIP 4,600,000.00 2,022,487.89 2,159,001.76 Grand Total 4,600,000.00 2,022,487.89 2,159,001.76 -1 699.200,00 -21,527.81 1.667.858.54 1,667,858.54 1,667,858.54 Page: 2 Prct Balance Used 773,139.70 83.19 773.139.70 83.19 773,139.70 83.19 Page: 2 North REVISED LENGTH OF TRENCHLESS 307' South PROPOSED LENGTH OF TRENCHLESS UTB 1223 280' BID LENGTH OF TRENCHLESS 240' UTILITY SHARE TRENCHLESS UTB 1223 _ 218' PAY EST 3 ITEM 13 64' LENGTH OF THE TRENCHLESS WAS REVISED AFTER THE BID FROM 240' TO 307'. THIS WAS TO MOVE THE BORE PIT NORTH BECAUSE THE OVERHEAD UTILITIES ALONG THE NORTH SIDE OF IA05 WOULD INTERFERE WITH CONSTRUCTION. WORK IS PROCEEDING FROM NORTH TO SOUTH CAG-16-063 A01111L MPW! Of 7rampartaHo 1 Utility Construction Agreement Work by Utility - Shared Cost Ag�eementNumber Region UTB 1223 Northwest Coltrcl Section State Route P.1.'eoos'.s 174303 405 Fr::m 02.25 To 03.74 Es`; -rated Agreement Amount 3,974,945 Orgar.izat:on and Address City of Renton Renton City Hall 1055 South Grady Way Renton, WA 98057 Project Title ! Location 1-405, SR 167 Interchange Direct Connector . South 14tr' Street - Sanitary Sewer IMn Relocation i This Utility Construction Agreement is made and entered into between the Washington State Department of Transportation (STATE) and the above named UTILITY. WHEREAS, the STATE is planning the construction or improvement of the State Route as shown above for the identified STATE Project, and in connection therewith, it is necessary to remove andlor relocate and/or construct certain UTILITY facilities (Work), and WHEREAS, the Work includes revocation of facilities with property rights and facilities without property rights, and WHEREAS, the UTILITY is responsible for (1) the cost of the Work for UTILITY facilities located without a documented ownership of and/or interest in real property, such as being located pursuant to a franchise, a permit. or undocumented permission, (2) all betterments, and (3) new facilities, and WHEREAS, the STATE is responsible for the cost of the Work affecting the UTILITY s facilities located pursuant to a documented ownership of and/or interest in real property, such as an easement, fee title, or court finding of prescriptive right, which is impacted by the STATE project, and WHEREAS, the Work shall be defined as all materials, equipment, labor, contract administration and any other effort required to perform the relocation, construction, and/or removal of the UTILITY's facilities, and WHEREAS, it is deemed to be in the best public interest for the UTILITY to perform the relocation, removal, or construction of its facilities, NOW, THEREFORE, pursuant to RCW 47.01.210 and chapter 47.44 RCW, the above recitals that are incorporated herein as if fully set forth below, and in consideration of the terms, conditions, covenants, and performances contained here n, as well as the attached Exhibits A, 6 and C, which are incorporated and made a part hereof, IT IS MUTUALLY AGREED AS FOLLOWS: 1. CONSTRUCTION, INSPECTION, AND ACCEPTANCE 1.1 Program Guide: Utility Relocation and Accommodation on Federal Aid Highway Projects shall determine and establish the definitions and applicable standards and payments under this Agreement By this reference this document is adopted and made a part of this Agreement as if fully contained herein. 1.2 Betterment: A betterment is any improvement to the UTILITY's facilities not required by code, regulation, standard industry practice, or any other applicable regulation. If any of the Work constitutes a betterment as defined in the Program Guide: Utility Relocation and Accommodation on Federal Aid Highway Projects, the UTILITY is solely responsible for the costs of such improvement. 1.3 Accrued Depreciation: Accrued depreciation may be applied to any of the UTILITY's major facilities, such as a building, pump station, power plant, etc. Accrued depreciation shall not apply to the UTILITY's primary facilities, such as pipelines, conductors, poles, cable, conduit, etc. If any UTILITY facility does qualify for an adjustment due to accrued depreciation as defined in Program Guide: Utility Relocation and Accommodation on Federal Aid Highway Projects , the costs are calculated according to the formula in the Program Guide and the result is shown as a UTILITY cost in Exhibit B Cost Estimate. 1.4 The UTILITY shall furnish the labor, materials, equipment, and tools required for and perform the Work in constructing, removing and/or relocating the UTILITY facilities, in accordance with Exhibit A, Special Provisions, and Exhibit C, Plans. 1.5 If the UTILITY is not adequately staffed or equipped to perform all the Work required herein, the UTILITY may have all or part of this Work done by a contract let by the UTILITY, as follows: 1.5.1 Before contracting out any Work, the UTILITY shall obtain written authorization from the STATE, and the STATE may require the UTILITY to advertise and solicit bids for the contract Work 1.5.2 STATE requires the Work to be advertised and bid, the UTILITY shall provide a copy of all bid documents to the STATE seven (7) calendar days prior to the advertisement date for STATE comment. 1.5.3 The UTILITY shall notify the STATE at least three (3) working days in advance of the location and time of the bid opening so that a STATE representative may attend the bid opening. 1.5A The UTILITY shall supply a copy of the three lowest bids with itemized bid amounts to the STATE within seven (7) calendar days of bid opening 1.5.5 If the UTILITY elects to use other than the lowest bid contractor, the UTILITY shall provide written justification to the STATE for the use of that contractor and bid price. The STATE shall review the UTILITY's written justification, and if the STATE does not agree therewith and the UTILITY awards the bid to other than the lowest bid contractor, the UTILITY shall be responsible for the cost difference between the amount of the lowest bid and the amount of the awarded contract. 1.6 If the UTILITY desires to have the Work performed under an existing contract, the STATE may require the UTILITY to provide the STATE with a copy of the contract for the STATE's written approval of the contractor and contract charges. 1.7 The Parties agree that nothing in the STATE's approval of a UTILITY contractor or bid shall be for the benefit of the UTILITY; all such approvals, whether written or verbal, shall be solely for the benefit of the STATE and shall not establish a contractual relationship among the STATE, the UTILITY, and the UTILITY's contractor. 1.8 All of the UTILITY's Work, construction procedures, materials, and/or utility installation, as Paso 9 of R I IT V) )I provided under this Agreement, shall be subject to STATE inspect on for solely the benefit of the STATE's payment, state highway and/or STATE project. The UTILITY shall promptly notify the STATE in writing when the Work is completed. The STATE shall inspect the Work for compliance with the Exhibits attached to this Agreement. The STATE will notify the UTILITY in writing of any non- compliance that would impact the STATE's payment, state highway and/or STATE project. The UTILITY agrees to make the necessary changes to satisfy the STATE requirements or adjust the invoice The STATE s inspection shall not reduce or modify the UTILITY s responsibility for the Work. 1.9 Upon complet on of the Work, the UTILITY agrees that it shall be solely responsible for a'I future ownership, operation and maintenance costs of its facilities without STATE liability or expense. 2. AUTHORITY TO BEGIN WORK AND WORK SCHEDULE 2.1 The UTILITY agrees not to begin Work until the STATE has provided written notice, authorizing the UTILITY to begin Work. The STATE shall not be obligated to reimburse the UTILITY for any Work performed before the date of notification. 2.2 The UTILITY agrees to schedule and perform the Work in such manner as not to delay or interfere with the STATE's contractor in the performance of the STATE's project. The UTILITY shall be responsible for any costs resulting from delay of, or interference with, the STATE's project contractor, to the extent the delay or interference is attributable to the UTILITY or the UTILITY's contractor. The Parties' mutually agreed conditions or requirements for avoidance of delay of, or interference with, the STATE's project contractor is included in Exhibit A. COMPLIANCE 3.1 The UTILITY agrees to comply with all applicable requirements of the STATE in accordance with the Utilities Accommodation Policy, Chapter 468-34 WAC, and amendments thereto, and said policy and amendments are hereby incorporated in and made a part of this Agreement for all intents and purposes as if fully set forth herein. 3.2 The UTILITY agrees to comply with all applicable laws and environmental requirements of any jurisdictional agency and is responsible for obtaining any necessary environmental permits required in order to perform the Work. 3.3 The UTILITY agrees to obtain and comply with any other permits from any jurisdictional agency that are required in order for the UTILITY to perform the Work. 4. PAYMENT 4.1 The UTILITY agrees that it shall be responsible for the actual direct and related indirect costs, inc ud�ng mobilization, construction engineering, contract administration and overhead costs, associated with the Work where the UTILITY does not have a documented ownership of and/or interest in real property, such as an easement, fee title, or a court finding of prescriptive right for its facilities. The UTILITY-responsib!e cost of this Work is estimated to be Three Hundred Eighty Thousand Three Hundred Forty -Five Dollars ($380,345.00) An itemized estimate of UTILITY - responsible costs for Work to be performed is included in Exhibit B, Cost Estimate. 4.2 The STATE is responsib!e for the cost of the Work: excluding all betterment or new facility work, for the UTILITY's facilities that are located pursuant to a documented ownership interest in real property, such as an easement, fee title, or court finding of prescriptive right, which are impacted by the STATE project, as shown in Exhibits A and B. Exhibit B, Cost Estimate, contains an itemized cost estimate of STATE -responsible costs for the Work to be performed by the UTILITY. 43 The STATE. in consideration of the faithful performance of the Work to be done by the UTILITY, Page 3 0` 6 1 E 1=23 agrees to reimburse the UTILITY for the actual direct and related indirect cost of the Work, excluding all betterment or new facility work, for which the STATE is responsible as defined in Exhibit B. The UTILITY agrees to invoice the STATE and provide supporting documentation for all charges, and the STATE agrees to pay the UTILITY within thirty (30) days of receipt of an invoice. Payments shall not be more frequent than one per month. A partial payment will not constitute agreement as to the appropriateness of any item and that, at the time of final invoice, the Parties will resolve any discrepancies. 4.4 The UTILITY shall submit a final invoice to the STATE within ninety (90) calendar days following completion of the Work. In the event that the final invoice reveals an overpayment to the UTILITY, the UTILITY agrees to refund such overpayment to the STATE within thirty (30) days. 4.5 State Fiscal Year End Closure Requirements (chapter 43.88 RCW): Any invoices for Work performed between July 1 and June 30 of any given year must be submitted to the STATE no later than July 6th (or the first business day after the July 4th holiday) of the same calendar year. If the UTILITY is unable to provide an invoice for such Work by this date, an estimate of all remaining payable costs owed by the STATE for Work performed by the UTILITY prior to July 1 must be submitted to the STATE no later than July 19th of the same year in order for the STATE to accrue the amount necessary for payment. The UTILITY will thereafter submit any remaining invoices to the STATE for such Work as soon as possible. Failure to comply with these requirements may result in the need for the STATE to file for approval of belated claims pursuant to chapter 43.88 RCW, which may significantly delay payment. The STATE shall not be required to pay to the UTILITY late payment fees, interest, or incidental costs incurred by the UTILITY or any other costs related to a delayed payment if the UTILITY fails to comply with the invoice requirements of this Section. CHANGE IN WORK OR COST INCREASE 5.1 The Parties agree that should unforeseen conditions or circumstances require additional or changes in Work from what Exhibits A and C provide, and/or increases in costs above the Exhibit B Cost Estimate by more than five (5) percent, an Amendment is required. If the additional or change in Work must be immediately performed in order to avoid project schedule delays and/or to avoid additional project costs, the STATE may authorize such additional or change in Work and/or increased costs in advance of formal Amendment execution; provided that, (a) the UTILITY submits to the STATE a written description of the additional or change in Work and a cost estimate, (b) the STATE Capital Program Development and Management Office (CPDM) verifies that funds are available within the project budget to cover the additional costs, and (c) if verified by CPDM, the STATE shall provide the UTILITY with a written authorization. The STATE's written authorization shall be subject to all the terms and conditions of the Agreement. The UTILITY may not be reimbursed for any costs above the Exhibit B Cost Estimate until an Amendment has been executed. 5.2 Should it be necessary to modify Exhibit A, Special Provisions, the UTILITY agrees to immediately notify the STATE of all proposed changes, and the STATE agrees to provide written notice of its acceptance or rejection of the change(s), in writing, within ten ( 10 ) working days. 6. PERMIT 6.1 The UTILITY shall apply for a permit for those new or modified UTILITY facilities that will be located within the STATE's limited access right of way. After receiving the application, the STATE will issue the UTILITY a permit. 7. RIGHT OF ENTRY 7.1 Subject to the UTILITY obtaining all required permits and meeting any other requirements for Work conducted within state- owned right of way, the STATE hereby grants the UTILITY a right of entry upon all land in which the STATE has interest for the purpose of performing the Work. Upon completion of the Work, this right of entry shall terminate. I ITR 1991 7.2 A STATE grant of access and right of entry onto an interstate limited access right of way may require add tional conditions, for examp'e, a traffic control plan will be required if the UTILITY's Work will impact highway traffic. The Parties agree that all UTILITY access and right of entry provisions affecting an interstate limited access right of way will be identified in Exhibit A, Special Provisions. Upon completion of the Work, this right of entry shall terminate except as otherwise provided in Section 6 7.3 The UTILITY shall not enter state-owned right of way without first having a STATE -issued written right of entry. GENERAL PROVISIONS 8.1 Indemnification: To the extent authorized by law, the UTILITY and STATE shall indemnify and hold harmless one another and their employees and/or officers from and shall process and defend at its own expense any and all claims, demands, suits at law or equity, actions, penalties, losses, damages (both to persons andror property), or costs, of whatsoever kind or nature, brought against the one Party arising out of, in connection with, or incident to the other Party's performance or failure to perform any aspect of this Agreement: provided, however, that if such claims are caused by or result from the concurrent negligence of (a) the UTILITY and (b) the STATE, their respective employees and!or officers, or involves those actions covered by RCW 4.24.115, this indemnity provision shall be valid and enforceable on'y to the extent of the negligence of the UTILITY or STATE, and provided further, that nothing herein shall require the UTILITY or STATE to hold harmless or defend the other or its employees and/or officers from any clams arising from that Party's sole negligence or that of its employees and/or officers. The terms of this section shall survive the termination of this Agreement. 8.2 Disputes. If a dispute occurs between the UTILITY and the STATE at any time during the prosecution of the Work, the Parties agree to negotiate at the management level to resolve any issues. Should such negotiations fail to produce a satisfactory resolution, the Parties agree to enter into a,bitration and/or mediation before proceeding to any other legal remedy. Each Party shall be responsible for its own fees and costs. The Parties agree to equally share the cost of a mediator or arbiter. 8.3 Venue: In the event that either Party deems it necessary to institute legal action or proceedings to enforce any right or obligation under this Agreement, the Parties hereto agree that any such action or proceedings shall be brought in the superior court situated in Thurston County, Washington. Each Party shall be responsible for its own attorney's fees and costs. 8.4 Termination: 8 4.1 The UTITLTY understands that the STATE retains the right to terminate this Agreement for convenience upon thirty (30) calendar days written notice to the UTILITY. In the event that the STATE exercises this termination right, the STATE will reimburse the UTILITY for all allowable costs under this Agreement incurred prior to the date of termination. 8.4.2 In the event funding for the Work is withdrawn, reduced, or limited in any way after the execution date of this Agreement and prior to norma' completion, the STATE may terminate the Agreement upon less than the thirty (30) calendar day notice requirement in section 8.4.1, subject to renegotiation a` STATE's sole option pursuant to the revised funding limitations and conditions. 8.5 Amendments. This Agreement may be amended by the mutual agreement of the Parties. Such amendments or modifications sha!I not be binding unless put in writing and signed by persons authorized to bind each of the Parties. 8.6 Independent Contractor: Both Parties shall be deemed independent contractors for a!I purposes and the employees of each Party and any of its contractors subcontractors, consultants, Page 5 o; 6 �L and the employees thereof, shall not in any manner be deemed to be the employees of the other Party. 8.7 Audit and Records: During the progress of the Work and for a period of not less than three (3) years from the date of final payment. The UTILITY shall maintain the records and accounts pertaining to the Work and shall make them available during normal business hours and as often as necessary, for inspection and audit by the STATE, State of Washington, and/or Federal Government and copies of all records, accounts, documents or other data pertaining to the Work will be furnished upon request. The requesting Party shall pay the cost of copies produced. If any litigation, claim or audit is commenced, the records and accounts along with supporting documentation shall be retained until any litigation, claim or audit finding has been resolved even though such litigation, claim or audit continues past the three-year retention period. 8.8 Working Days: Working days for this Agreement are defined as Monday through Friday, excluding Washington State holidays per RCW 1.16.050. IN WITNESS WHEREOF, the Parties hereto have executed this Agreement as of the day and year last written below. UTILIT WASHING N STATE DEPARTMENT OF TRANSP TAT By By Name Denis Law Title Mayor Date `C'� 6 Name ff— I A-( ji-(Ft=X)10->/ � Date 0 APPROVED AS FORM APPR 1JF' AS TO FORM By y awrence Warren, City Attorney Ann E.�Sallay,Senior/Assis! Date Date Attest: — 1A Jaso Seth, y Clerk nt Attorney I_IT8 1293 Stantec Consulting Services Inc. Prepared by SMA 11130 NE 33rd PI, Suite 200 Date: 2/29/2016 Bellevue, WA 98004 Checked by: ELB Date: 3/9/2016 TITLE: Opinion of Probable Construction Cost 95% DESIGN OWNER: City of Renton = do nct charge here (see w:rKshts PROJECT: Talbot Hill Sewer Relocation - 1-405, SR167 IC/DC Project JOB NO: 2002003609 Approx. Bid Item Description Quantity Unit Unit Cost Total Cost 1 Mobilization & Demobilization 1 LS $ 314,100.00 S 314,100.00 2 Trench Excavation Safety Systems 1 LS S 35,000.00 $ 35,000.00 3 Construction Surveying, Staking, and As-Builts 1 LS 5 15,000.00 $ 15,000.00 4 Traffic Control 1 LS $ 30,000.00 $ 30,000.00 5 Temporary Erosion/Sedimentation Controls 1 LS S 35,000.00 S 35.000.00 6 Site Clearing and Grading 1 LS $ 23,000.00 $ 23,000.00 7 Furnish and Install 8-inch PVC Sewer Pipe 630 LF $ 150.00 S 94,500.00 8 Furnish and Install 12-inch PVC Sewer Pipe 710 LF S 200.00 $ 142,000.00 9 Furnish and Install 1S-inch PVC Sewer Pipe 90 LF $ 240.00 S 21,600.00 10 Furnish and Install 18-inch Steel Casing Pipe with 12-inch PVC Carrier Pipe 70 LF S 380.00 S 26,600.00 11 Furnish and Install 36-inch Steel Casing Pipe with 15-inch PVC Carrier Pipe (Open Cut Installation) 300 LF S 500.00 S 150,000.00 12 HDD Trenchless Installation of 12-inch HDPE Sewer Pipe 1 LS S 1,100,000.00 S 1,100,000.00 13 Trenchless Installation of 36-inch Steel Casing 280 LF S 1,325.00 S 371.000.00 14 Furnish and Install 15-inch PVC Carrier Pipe within Steel Casing (Trenchless Installation) 280 LF S 135.00 $ 37,800.00 15 Television Inspection of Sanitary Sewers 3260 LF S 1.50 $ 4,890.00 16 Launch and Reception Shafts 1 IS S 440,000.00 S 440,000.00 17 Furnish and Install 48-inch Diam. Sanitary Sewer Manhole with Flat Top 1 EA 5 7,000.00 S 7,000.00 18 Furnish and Install 48-inch Diam. Saddle Manhole with Flat Top 4 EA S 8.000.00 5 32,000.00 19 Furnish and Install 60-inch Diam. Sanitary Sewer Manhole with Flat Top 3 EA S 12,500.00 $ 37,500.00 20 Furnish and Install 60-inch Diam. Saddle Manhole with Flat Top 1 EA S 10,000.00 S 10,000.00 21 Furnish and Install 60-inch Diam. Drop Manhole with Flat Top 2 EA S 15,000.00 $ 30,000.00 22 Extension of Existing 12-inch Culvert 40 LF S 75.00 S 3,000.00 23 Connection to Existing Sewer System 7 EA S 5,500.00 $ 38,500.00 24 Abandon Existing Sanitary Sewer Manhole 12 EA S 800.00 $ 9,600.00 25 Abandon & Fill Existing Sanitary Sewer Main over 10-inch Diam. 1,530 LF $ 15.00 $ 22.950.00 26 Removal and Replacement of Unsuitable Foundation Material 50 TON S 25.00 5 1,250.00 27 Select Imported Trench Backfill 7,000 TON $ 20.00 $ 140,000.00 28 Imported Gravel Borrow 5,150 TON 5 18.00 S 92,700.00 29 Quarry Spalls 2,250 TON 5 25.00 S 56,250.00 30 Controlled Density Fill (Backfill) (As Required) 50 CY S 125.00 S 6,250.00 31 Asphalt Patch including CSTC 650 SY $ 150.00 $ 97,500.00 32 Surface Restoration 1 LS S 30,000.00 S 30.000.00 subtotal S 3,454,990 Washington States Sales Tax @ 9.5% of subtotal $ 328,200 Subtotal Sched. A $ 3,783,190 Contingency @ 10% of subtotal $ 378,300 Total Probable Construction Cost $ 4,161,490 Consultant Construction Services $ 193,800 TOTAL PROJECT COST $ 4,355,290 UTB 1223 Exhibit B Cost Estimate Pagel of 2 UTB 1223 Exhibit B Cost Estimate Cost Sharing Bid Item 13- Trenchless Installation of 36-inch Steel Casing Bid Item 14- Furnish & Install 15-inch PVC Carrier Pipe within Steel Casing unit LF Bid Item 13 280 Bid Item 14 280 UTILITY share unit cost total cost $1,325 $371,000 $135 $37,800 Bid Item 13 218 $1,325 Bid Item 14 218 $135 subtotal $288,850 $29,430 $318,280 9.5% tax $30,237 10% contingency $31,828 UTILITY SHARE TOTAL $380,345 Total Project Cost $4,355,290 Less UTILITY share $380,345 STATE TOTAL $3,974,945 UTB 1223 Exhibit B Cost Estimate Page 2 of 2 Accounts Receivable Invoice 1055 South Grady Way / Renton, WA 98057 / (425) 430-6897 WA ST DOT 6431 CORSON AVE S, M/S 250 SEATTLE, WA 98108 CITY OF RENTON AR Account No. 1256 Invoice No. 41871 Date 06/17/2016 Amount Due 235,691.17 Due Date 7/22/2016 Amount Enclosed Make Checks Payable to the CITY OF RENTON Please include your AR account number When paying by check, detach and return the above with payment. - I DESCRIPTION IAMOUNT Reimbursement for the Design for the relocation of city -owned sanitary sewer mains on Talbot Hill, Per WSDOT Agreement UTB 1172, Amendment No 1 Grant Billing: 235691.17 Total Amount Due: 235,691.17 235,691.17 AR ACCOUNT NO. 1256 TO AVOID INTEREST ANDtOR PENALTY CHARGES 235,691.17 PLEASE REMIT PAYMENT BY DUE DATE Please Remit to: CITY OF RENTON ATTN: FINANCE / AR 1055 S. GRADY WAY RENTON. WA 98057 INVOICE REQUEST City of Renton Finance Department Dote From Department Author io (N Si oture) June 9, 2016 PW/Utility Systems Division/ Wastewater Utility Section Dave Christe n Customer Number Account Name Dept Contact/Phone 256 Washington State DOT Dave Christensen, x7212 i H Original Invoice ❑ Credit Memo Debit Memo For In Invoice Title SR 167 Interchanged Direct Connector — Talbot Sewer Relocation WSDOT Agreement UTB 1172, Amendment No. 1 Description Amount Reimbursement for the Design for the relocation of city -owned $235,691.17 sanitary sewer mains on Talbot Hill, per WSDOT Agreement UTB 1172, Amendment No. 1 Account Distribution Work Order/ Function Amount 426.465506.018.334.03.60.000 $235,691.17 Talbot Hill Sewer Replacement WSDOT INVOICE TOTAL $235,691.17 Comments: Please return the invoice to Amber Druce, Utility Systems, for mailing with supporting documentation. Address: WSDOT Attn: Lesly Chan 600 108`h Ave NE, Suite 400 Bellevue, WA 98004 Phone: 425-456-8526 Send completed form and all backup to Accounts Receivable, Sue Olson, ASD. eat. 6897 Denis Law Mayor June 9, 2016 r) City of _ �Y A& s ♦(! R4 1 L + �Vo� Public Works Department - Gregg Zimmerman, P. E., Administrator Ms. Lesly Chan WSDOT 600 108`h Avenue NE, Suite 400 Bellevue, WA 98004 RE: SR 167 INTERCHANGE DIRECT CONNECTOR —TALBOT SEWER RELOCATION WSDOT AGREEMENT NUMBER UTB 1172, AMENDMENT NUMBER 1 Dear Ms. Chan: In accordance with WSDOT Agreement UTB 1172, Amendment Number 1, the City of Renton is requesting reimbursement for consultant costs by Stantec Consulting Services, in the amount of $235,691.17, for the Design work performed July 1, 2015 through April 30, 2016, for the relocation of City -owned sanitary sewer mains on Talbot Hill. Attached is a copy of the invoices; a summary sheet from the City's invoice system showing payment made for each invoice; summary memos showing the breakdown of consultant costs for the work performed; and an invoice. As a reminder, we sent copies of the Utility Agreement between the City and WSDOT and the consultant agreement between the City and Stantec Consulting Services in our previous package dated July 6, 2015. This Stantec Consulting Services invoice for the work associated with the Design covers services provided for under Amendment Number 1 for the fiscal biennium beginning July 1, 2015 through the completion of the design work that was completed April 30, 2016. Starting May 1, 2016, we will begin to invoice for Stantec Consulting Services for Construction Services from through agreement UTB 1223. If you have any questions regarding this request for reimbursement, please contact me by phone at 425.430.7212 or by email at: dchristensen@rentonwa.gov. Wastewater Utility Engineering Manager Attachments \\RVFPS-02\Depts\PW\File Sys\WWP - WasteWater\WWP-27-03812 Talbot Hill Sanitary Sewer Relocation\WSDOT\Talbot Hill WSDOT Reimbursement Letter 3 June 2016.doc\MABad Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov expdetl.rpt Expenditure Detail Report Page: 1 04/04/2016 12:13PM Periods: 8 through 12 City of Renton 08/01/2015 through 12/31/2015 426 WASTEWATER CIP 465506 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 018 PW UTILITY SYSTEMS Adjusted Account Number Appropriation 594.35.63.000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 1,500,000.00 08/07/2015 invoice IN 940438 Vendor: 077215 STANTEC CONSULTING SVCS INC Check # 340563 08/07/2015 encumber LI 940438 Vendor 077215 STANTEC CONSULTING SVCS INC Check # 340563 08/31/2015 cashtrans GJ TR15-08-003 09/08/2015 invoice IN 951777 Vendor: 077215 STANTEC CONSULTING SVCS INC Check # 341664 09/08/2015 encumber LI 951777 Vendor: 077215 STANTEC CONSULTING SVCS INC Check # 341664 09/30/2015 cashtrans GJ TR15-09-003 10/05/2015 invoice IN 963379 Vendor: 077215 STANTEC CONSULTING SVCS INC Check # 342409 10/05/2015 encumber LI 963379 Vendor: 077215 STANTEC CONSULTING SVCS INC Check # 342409 10/31/2015 cashtrans GJ TR15-10-003 11/13/2015 invoice IN 976609 Vendor 077215 STANTEC CONSULTING SVCS INC Check # 343410 11/13/2015 encumber LI 976609 Vendor 077215 STANTEC CONSULTING SVCS INC Check # 343410 11/30/2015 cashtrans GJ TR15-11-003 12/07/2015 invoice IN 985283 Vendor 077215 STANTEC CONSULTING SVCS INC Check # 343872 12/07/2015 encumber LI 985283 Vendor: 077215 STANTEC CONSULTING SVCS INC Check # 343872 12/31/2015 cashtrans GJ TR15-12-003 12/31/2015 invoice IN 996513 Vendor: 077215 STANTEC CONSULTING SVCS INC Check # 344541 12/31/2015 encumber LI 996513 Vendor: 077215 STANTEC CONSULTING SVCS INC Check # 344541 12/31/2015 cashtrans GJ TR15-12-042 Year-to-date Year-to-date Expenditures Expenditures Encumbrances 0,00 19,006.60 371,038.53 14,684.59 2,155.25 26,003,40 1,957.97 23.930.78 1,341.70 26,575.94 2.335.16 18.028.87 2,532.92 26,052.40 1.784.96 14,684.59 26,003.40 -23,930.78 26, 575.94 -18,028.87 -26,052.40 Prct Balance Used 1,109,954.87 26,00 Page: 1 expdetl.rpt 04/04/2016 12:13PM Periods: 8 through 12 426 WASTEWATER CIP 465506 TALBOT HILL SEWER REPLACEMENT (SR167 ICI 018 PIN UTILITY SYSTEMS Account Number 594.35.63.000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 12/31/2015 POCLOSE CL 18/0001950 Vendor 077215 STANTEC CONSULTING SVCS INC 594.35.63,000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ Total WASTEWATER CIP Grand Total Expenditure Detail Report City of Renton 08101/2015 through 12/3112015 Adjusted Appropriation (Continued) Check # 0 1,500,000 00 1,500,000.00 1,500,000.00 Page: 2 Year-to-date Year-to-date Prci Expenditures Expenditures Encumbrances Balance Used -235,762.55 147,383.94 166,390.54 0.00 1,333,609.46 11.09 147,383.94 166,390.54 0.00 1,333,609.46 11.09 147,383.94 166,390.54 0.00 1,333,609.46 11.09 Page: 2 ® Stantec INVOICE Page 1 of 4 Invoice Number 940438 Invoice Date August 6, 2015 Customer Number 110474 Project Number 2002003609 RECEIVED Bill To AUG 06 2015 Please Remit To City of Renton Stantec Consulting Services Inc. JSCSI) Mike Benoit Utility Systems 13980 Collections Center Drive Wastewater Utility Chicago IL 60693 5th Floor, City Hall United States 1055 Grady Way S. Federal Tax ID 11-2167170 Renton WA 98055 United States Project Description: Talbot Hill Sewer Relocation - Design & Bidding Services Stantec Project Manager: Waligorski, Erik J Stantec Office Location: Bellevue WA Current invoice Due: $14,684.59 For Period Ending: July 31, 2015 Due on Receipt INVOICE Top Task 200 Project Management Professional Services Billing Level Administrative Lead Sour, Rebecca Catherine Sour, Rebecca Catherine Sour, Rebecca Catherine Sour, Rebecca Catherine Invoice Number Project Number Page 2 of 4 940438 2002003609 pate Hours Rate Current Amount 06/30/15 0.25 134.23 33.56 07/02/15 0.25 134.23 33.56 07/13/15 0.25 134.23 33.56 07/17/15 0.25 134.23 33.56 1.00 134.24 Project Manager Brodohl, Erik L 07/07/15 1.50 203.08 304.62 Woligorski, Erik J 07/14/15 1.00 210.82 210.82 Woligorski, Erik 1 07/16/15 0.50 210.82 105.41 3.00 620.85 Professional Services Subtotal 4.00 755.09 Usages Current Amount Usage - Computer 07/07/15 10.00 Usages Subtotal 10.00 Top Task 200 Total 765.09 Top Task 201 Geotechnical Investigation Professional Services Billing Level Date Hours Rate Current Amount Engineering Geologist Haberman, Phillip Anthony (Phil) 07/01/15 6.00 163.11 978.66 Haberman, Phillip Anthony (Phil) 07/02/15 6.00 163.11 978.66 Haberman, Phillip Anthony (Phil) 07/06/15 6.00 163.11 978.66 Haberman, Phillip Anthony (Phil) 07/07/15 5.00 163.11 815,55 Haberman, Phillip Anthony (Phil) 07/08/15 5.00 163.11 815.55 Haberman, Phillip Anthony (Phil) 07/09/15 4.00 163.11 652.44 Haberman, Phillip Anthony (Phil) 07/13/15 2.00 163.11 326.22 Haberman, Phillip Anthony (Phil) 07/14/15 6.00 163.11 978.66 Haberman, Phillip Anthony (Phil) 07/15/15 6.00 163.11 978.66 Haberman, Phillip Anthony (Phil) 07/16/15 4.00 163.11 652.44 INVOICE Haberman, Phillip Anthony (Phil) Haberman, Phillip Anthony (Phil) Professional Services Subtotal Invoice Number Project Number 07/17/15 4.00 07/22/15 4.00 58.00 58.00 163.11 163.11 Page 3 of 4 940438 2002003609 652.44 652.44 9,460.38 9,460.38 Top Task 201 Total 9,460.38 Top Task 202 Design Services Professional Billing Level Date Hours Rate Current Amount CAD Gardner, Brenda Lee 07/20/15 0.25 102.44 25.61 0.25 25.61 EIT/Sr Designer Ard, Stephanie Marie 07/01/15 7.00 102.54 717.78 Ard, Stephanie Marie 07/02/15 8.00 102.54 820.32 Ard, Stephanie Marie 07/06/15 3.25 102.54 333.26 18.25 1,871.36 Project Manager Brodahl, Erik L 07/14/15 0.25 203.08 50.77 Brodohl, Erik L 07/21/15 0.75 203.08 152.31 Waligorski, Erik J 07/23/15 1.00 210.82 210.82 2.00 413.90 Project Surveyor Lemasa, Michael J (Mike) 07/02/15 2.00 156.95 313.90 Lemasa, Michael J (Mike) 07/07/15 1.00 156.95 156.95 Lemasa, Michael J (Mike) 07/13/15 1.00 156.95 156.95 Lemasa, Michael J (Mike) 07/16/15 0.50 156.95 78.48 Lemasa, Michael J (Mike) 07/20/15 2.00 156.95 313.90 6.50 1,020.18 Surveyor II Brave, DuWayne L 07/02/15 1.00 111.62 111.62 Brave, DuWoyne L 07/14/15 1.50 111.62 167.43 Brave, DuWayne L 07/15/15 0.50 111.62 55.81 Brave, DuWayne L 07/23/15 0.25 111.62 27.91 Burks, Noel H 07/14/15 4.00 107.20 428.80 7.2S 791.57 Professional Services Subtotal Subconsultants 34.25 4,122.62 INVOICE Page 4 of 4 Invoice Number 940438 Project Number 2002003609 Date Cost % Current Amount Direct - Subconsultant Fees Applied Professional Services Inc. 06/30/15 120.00 10.00 132.00 86465 Subconsultants Subtotal 132.00 Usaaes Current Amount Usage - Computer 07/02/15 80.00 07/06/15 32.50 Usage - Equipment Charges 07/14/15 Total Station (Robotic w/data collector) 37.50 07/14/15 RTK/GPS Rover 20.00 Usage - Vehicle Field Vehicle - Mileage 16.10 07/14/15 28.00 ® $.58 per Mile Usages Subtotal 186.10 Disburse ents Current Amount Direct - Vehicle (mileage) 18.40 Disbursements Subtotal 18.40 Top Task 202 Total 4,459A2 Total Fees & Disbursements $14,684.59 INVOICE TOTAL (USD) $14,684.59 A APPLIED PROFESSIONAL SERVICES INC. SoluuonsThu( Exceed Erpectauons 43530 SE North Band Way • North Bend, WA 98045 Phone: (425) 888-2590 Fax (425) 888-2554 BILL TO: STANTEC CONSULTING CORP. ATTN: ACCOUNTS PAYABLE 11130 NE 33RD PL #200 BELLEVUE, WA 98004-1465 INVOICE SHIP TO: INVOICE NO. 86465 CUSTOMER NO. STANTEC SITE ADDRESS S 14TH ST & SMITHERS AVE S RENTON, WA CA 1,61.5 LOCATE WA TED UTILITIES 80.00 120.00 ERATTACHED Invoice subtotal„'' 120.00 i _ t 2 Invoice total: 120.00 K > y r� Sh ?` s _ TERMS::NET 30 DAYS PLEASE PAY FROM INVOICE h VifE ACCEPT MASTERCARDMSAIAMEX PLEASE CALL JENNIFER WITH ANY QUESTIONS 426488-2590 1 @SM61JIM 0 n SRO =4 (?A*) TO REORDER CALL 8884838.5008 M03SF025970M 09it t s: LOCATE REQUEST 2811 1 1 ) This Is not an Invoice APSvv I I APPLIED PROFESSIONAL SERVICES INC. Solutions That Exceed Expectations 43530 SE North Bend Way - North Bend, WA 98045 Phone: (425) 888-2590 Fax: (425) 888-2554 vp,b4-a.Oc Jo�3Eo? DATE: 'a PURCHASE ORDER #: CUSTOMER: 5-1g a �-e et BILLING ADDRESS: CITY: A P llla /k -e ST: 1-14 ZIP: CONTACT PERSON: Ad I� A'b e re-n Ail OFFICE PHONE: FAX: PHONE: - g/,, %4 BILLING SUMMARY SERVICES REQUESTED: LOCATOR'S NAME: Le LOCATE ADDRESS: R1 CONDUCTIBLES ❑ NON-CONDUCTIBLES ❑ GPR tll j a,eye y-e ilti / iY., 4 -t�nl �r S , ❑ POTHOLING rY j7 _/d DESCRIPTION OF LOCATE: h/ij��, , h 5 CQ O `P . /fvy eS 4 0,6 If Ar', ✓,,AT'f (_f2 n�� C �,,�j�1' SIO Z rl t/ S 7�s rW 3 A rf/a S /v/��/A k, e ,Y, tm-ti l7r 7 z zl ZbZiI17,11 P d r box _Ideal s tom✓ r �'PT Qr ,- ".? Zf r 1�7 Y T-1, e e�� az-t n h rri t�f► I , NO h 6 14 V i1 TOTAL TIME INCLUDING TRAVEL: 15 17,2to r r This locale is being performed on Private property at the customcr's request. APS h. o knowledge of, and custamer has not fumishcd as -installed plans, drawings or other inromm- tion of other ulllities in the area of the requested locate. It is not guaranteed or impti d th APS will find all underground utilities within the area. APS 0311 not be liable for damage to any type of facility. utility, or any loss or injury caused by such damag PAYMENT TERMS: NET 30 DAYS CUSTOMER SIGNATURE: )r- LOCATOR SIGNATURE:--=L?rr/'lF�f'/ DATE: CUSTOMER SHOULD CALL ONE -CALL FOR PUBLICLY OWNED UTILITIES 1-800-424-5555 CC CARD INFO: VISA MC EXP DATE ZIP: 3 DIGIT CODE ON BACK Tracking A Stantec Standard Equipment Form (2015) Table Name. 2015 Equip Rare Schedule 03609-01 FWANCE USE ONLY Project R: 2002003609 Task #: 202-design Start Date: 711412015 Rcv d Date: Project Name: Taibo Hill sewer Field staff: NHB End Date: 7/14/2015 Input By: PM Approval: PM Name: Equip Billable: YIN Y Input Date: Task No. Untt Descrf tion Quantity cost UDM Blttable Expenditure Type urva w man Field Vehicle - Mileage - (prevailing IRS rate) 23 $ 0.575 Mile $ 16.10 Usage - Vehicle Digital Level $ 5.00 Hour $ Usage - Equipment Charges Total Station (Conventional wf data collector) $ 10.00 Hour $ - Usage - Equipment Charges Total Station (Robotic wldats collector) 2.5 $ 15.00 Hour $ 37.50 Usage - Equipment Charges RTK/GPS Rover 1 $ 20.00 Hour $ 20.00 Usage - Equipment Charges 1 APPROVED By M. LEMASA P.L.S. at 5:56 am, Jul 24, 2015 r 73.50 Total Amount To BIII (3 Stantec Stantec Consulting Services, Inc. Ill 130 NE 33,d Place, Suite 200 Bellevue, WA 98004 425.869.9448 To: Mike Benoit City of Renton - Utility Systems Division Copies: Dave Christensen, Erik Brodahl, File Memo From: Erik Waligorski, P1!�' Stantec Consulting - Bellevue Date: August 11, 2015 Reference: Talbot Hill Sewer Relocation SR 167 IC/DC Project (Design & Bidding Services) - Monthly Progress Report The agreement between the City of Renton and Stantec for the Talbot Hill Sewer Relocation (Design & Bidding Services) was executed on May 20, 2015. Protect Status and Tasks Completed Geotechnical Investigation We have completed the geotechnical field investigations and are working on the draft geotechnical report. We anticipate having the draft report completed by the end of the week and out for review by the City and WSDOT. Design We are working on the 50% design. Topographic survey was completed, although utility locates had not been performed. The locating has been completed and we will be taking the necessary measurements to have those locates added to the drawings. We anticipate having the 50% PS&E ready for City and WSDOT review in early to mid -September. Outstanding Issues There are no outstanding issues at this time. Project Schedule We are working on the geotechnical report and the 50% design. A team meeting is scheduled for Thursday and a follow up WSDOT meeting later this month. Project Budget Status Refer to the attached spreadsheet entitled "Monthly Progress Report —Budget" for services for the month of July 2015. Design with community In mind ew v.12002%ctive120020036094nanagemenRstatustmontMy s!atus report O61115.docx City of Renton Talbot Hill Sewer Relocation - SR 167 IC/DC Project Design & Bidding Services Stantec Consulting Services Inc. Monthly Progress Report —Budget Status For Month of: Jul-15 Task No. Phase No. Description Percent Complete (+/-) Percent Spent Original Budget Total Services Ju12015' Total Invoices To -Date Budget Remaining 1 200 Project Management 10% 8% $ 34,500 S 765.09 S 2,788.82 $ 31,711.18 2 201 Geotechnical Investigation 40% 38% $ 54,300 $ 9,460.38 S 20,817.72 S 33,482.28 3 202 Desi n 2% 2% S 281,400 $ 4,459.12 $ 6,239.52 $ 275,160.48 4 203 JBidding Services 0% 0% $ 16,000 1 S - $ - S 16,000.00 Totals 8% 8% S 386,200 $ 14.684.59 S 29,846.06 S 356,353.94 Notes: 1) For services completed through the month prior to the billing month (e.g. Nov services billed in Dec). Print Date: 8/5/2015 V:\20021active120020036091managementlstatuslmonthly budget status jul 2015_080515.x1s wwe 1 jl08ww3 180001950 Mike B 5 Stantec INVOICE Page 1 of 5 Invoice Number 951777 Invoice Date September4, 2015 Customer Number 110474 Project Number 2002003609 RECEIVED Bill To Nease Remit To City of Renton CJEP 2��5 Stantec Consulting Services Inc. (SCSI) Mike Benoit 13980 Collections Center Drive Wastewater Utility Chicago IL 60693 Sth Floor, City Hall Mlity Systems United States 1055 Grady Way S. Federal Tax ID 11-2167170 Renton WA 98055 United States Project Description: Talbot Hill Sewer Relocation - Design & Bidding Services Stantec Project Manager: Waligorski, Erik J Stantec Office location: Bellevue WA Current Invoice Due: $26,003.40 For Period Ending: August 28, 2015 Due on Receipt INVOICE Top Task 200 Project Management Professional Services Billing Level Administrative Lead Saur, Rebecca Catherine Sour, Rebecca Catherine Engineering Geologist Haberman, Phillip Anthony (Phil) Project Manager Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski. Erik J Professional Services Subtotal Invoice Number Project Number Page 2 of 5 951777 2002003609 Date Hours Rate Current Amount 08/05/15 0.25 134.23 08/12/15 0.25 134.23 0.50 08/13/15 2.00 163.11 2.00 08/04/15 0.50 203.08 08/06/ 15 0.50 203.08 08/13/15 2.25 203.08 08/05/15 1.50 210.82 08/06/ 15 1.00 210.82 O8/10/15 1.00 210.82 O8/11/15 0.50 210.82 08/12/15 1.00 210.82 08/13/15 2.50 210.82 08/19/15 0.50 210.82 11.25 13.75 33.56 33.56 67.12 326.22 326.22 101.54 101.54 456.93 316.23 210.82 210.82 105.41 210.82 527.05 105.41 2,346.57 2,739.91 Top Task 200 Total 2,739.91 Top Task 201 Geotechnical Investigation Professional Services Billing level Date Hours Rate Current Amount Engineering Geologist Haberman, Phillip Anthony (Phil) 08/04/15 4.00 163.11 652.44 Haberman, Phillip Anthony (Phil) 08/05/15 6.00 163.11 978.66 Haberman, Phillip Anthony (Phil) 08/06/15 4.00 163.11 652.44 Haberman, Phillip Anthony (Phil) 08/07/15 2.00 163.11 326.22 Haberman, Phillip Anthony (Phil) 08/10/15 6.00 163.11 978.66 Haberman, Phillip Anthony (Phil) 08/11 /15 6.00 163.11 978.66 Haberman, Phillip Anthony (Phil) 08/12/15 6.00 163.11 978.66 INVOICE Page 3 of 5 Invoice Number 951777 Project Number 2002003609 Haberman, Phillip Anthony (Phil) 08/13/15 4.00 163.11 652.44 Haberman, Phillip Anthony (Phil) 08/14/15 4.00 163.11 652.44 Haberman, Phillip Anthony (Phil) 08/18/15 3.00 163.11 489.33 Haberman, Phillip Anthony (Phil) 08/19/15 2.00 163.11 326.22 Haberman, Phillip Anthony (Phil) 08/20/15 5.00 163.11 815.55 Haberman, Phillip Anthony (Phil) 08/21/15 4.00 163.11 652.44 Haberman, Phillip Anthony (Phil) 08/24/15 3.00 163.11 489.33 Haberman, Phillip Anthony (Phil) 08/25/15 4.00 163.11 652.44 Haberman, Phillip Anthony (Phil) 08/26/15 1.00 163.11 163.11 64.00 10,439.04 Geotechnical Engineer Caraway, Sean Lee 08/03/15 2.00 184.25 368.50 2.00 368.50 Project Manager Brodahl, Erik L 08/ 11 / 15 0.50 203.08 101.54 Brodahl, Erik L 08/12/15 2.00 203.08 406.16 Waligorski, Erik J 08/06/15 0.50 210.82 105.41 Waligorski, Erik J 08/11/15 1.00 210.82 210.82 Waligorski, Erik J 08/12/15 1.50 210.82 316.23 Waligorski, Erik J 08/14/15 1.00 210.82 210.82 Waligorski, Erik J 08/25/15 1.00 210.82 210.82 7.50 1,561.80 Surveyor / Field Technician Magnusson, Nathan C (Nate) 08/20/15 2.00 86.26 172.52 Magnusson, Nathan C (Nate) 08/21/15 1.00 86.26 86.26 Magnusson, Nathan C (Nate) 08/24/15 1.00 86.26 86.26 4.00 345.04 Professional Services Subtotal 77.50 12,714.38 Top Task 201 Total 12,714.38 Top Task 202 Design Professional Services Billing Level Date Hours Rate Current Amount Administrative Lead Sour, Rebecca Catherine 07/27/15 0.25 134.23 33.56 0.25 33.56 CAD Gardner, Brenda Lee 08/04/15 1.00 102.44 102.44 Gardner, Brenda Lee 08/06/15 2.75 102.44 281.71 3.75 384.15 INVOICE Engineer 11 Wolf, Brian P Wolf, Brian P Invoice Number Project Number O8/19/15 1.50 133.46 08/26/15 0.50 133.46 2.00 Page 4 of 5 951777 2002003609 200.19 66.73 266.92 EIT/Sr Designer Ard, Stephanie Marie 08/04/15 0.75 102.54 76.91 Ard, Stephanie Marie 08/05/15 0.25 102.54 25.64 Ard, Stephanie Marie 08/06/15 1.75 102.54 179.45 Ard, Stephanie Marie 08/07/15 1.50 102.54 153.81 Ard, Stephanie Marie 08/11/15 0.75 102.54 76.91 Ard, Stephanie Marie 08/12/15 1.50 102.54 153.81 Ard, Stephanie Marie 08/17/15 0.50 102.54 51.27 Ard, Stephanie Marie 08/18/15 0.25 102.54 25.64 Ard, Stephanie Marie 08/21/15 2.25 102.54 230.72 Ard, Stephanie Marie 08/24/15 0.50 102.54 51.27 Ard, Stephanie Marie 08/25/15 0.50 102.54 51.27 Ard, Stephanie Marie 08/26/15 6.75 102.54 692.15 Ard, Stephanie Marie 08/27/15 3.25 102.54 333.26 Mehall, Caitlin 08/03/15 0.50 95.04 47.52 Mehall, Caitlin 08/04/15 3.00 95.04 285.12 Mehall, Caitlin 08/05/15 4.75 95.04 451.44 Mehall, Caitlin 08/06/15 8.25 95.04 784.08 Mehall, Caitlin 08/07/15 2.00 95.04 190.08 Mehall, Caitlin 08/11/15 6.00 95.04 570.24 Mehall, Caitlin 08/12/15 1.50 95.04 142.56 Mehall, Caitlin 08/13/15 2.00 95.04 190.08 Mehall, Caitlin 08/17/15 1.00 95.04 95.04 Mehall, Caitlin 08/24/15 0.50 95.04 47.52 Mehall, Caitlin 08/25/15 2.00 95.04 190.08 Mehall, Caitlin 08/26/15 0.50 95.04 47.52 52.50 5,143.39 Project Manager Brodahl, Erik L 08/11/15 1.25 203.08 253.85 Brodahl. Erik L 08/13/15 0.25 203.08 50.77 Brodahl, Erik L 08/14/15 0.50 203.08 101.54 Brodahl, Erik L 08/17/15 1.25 203.08 253.85 Brodahl, Erik L 08/18/15 0.50 203.08 101.54 Brodahl, Erik L O8/21/15 1.50 203.08 304.62 Brodahl, Erik L 08/24/15 0.50 203.08 101.54 Brodahl, Erik L 08/25/15 0.25 203.08 50.77 Brodahl, Erik L 08/26/15 1.50 203.08 304.62 Brodahl. Erik L 08/27/ 15 1.00 203.08 203.08 Waligorski, Erik J 08/03/15 1.00 210.82 210.82 Waligorski, Erik J 08/06/15 0.50 210.82 105.41 Waligorski, Erik J 08/14/15 1.00 210.82 210.82 Waligorski, Erik J 08/18/15 1.00 210.82 210.82 Waligorski, Erik J O8/26/15 2.00 210.82 421.64 Waligorski, Erik J Project Surveyor Lemasa, Michael J (Mike) Lemasa, Michael J (Mike) Lemasa, Michael J (Mike) Surveyor Il Brave, DuWayne L Brave, DuWayne L Usaaes Usage - Computer 08/03/15 08/04/15 08/05/15 08/06/15 08/07/15 08/14/15 08/17/15 08/18/15 08/21/15 08/25/15 08/26/15 Disbursements Direct - Vehicle (mileage) INVOICE Professional Services Subtotal Usages Subtotal Disbursements Subtotal Page 5 of 5 Invoice Number 951777 Project Number 2002003609 08/27/15 1.50 210.82 316.23 15.50 3,201.92 08/12/15 0.50 156.95 78.48 08/25/15 0.50 156.95 78.48 08/26/15 3.00 156.95 470.85 4.00 627.81 08/26/15 0.50 111.62 55.81 08/27/15 5.00 111.62 558.10 5.50 613.91 83.50 10,271.66 Current Amount 5.00 30.00 47.50 82.50 20.00 2.50 15.00 2.50 22.50 20.00 15.00 262.50 Current Amount 14.95 14.95 Top Task 202 Total 10,549.11 Total Fees & Disbursements $26,003.40 INVOICE TOTAL (USD) $26,003.40 5 Stantec Stantec Consulting Services, Inc. 1 1 130 NE 331�J Place, Suite 200 Bellevue, WA 98004 425.869.9448 To: Mike Benoit City of Renton - Utility Systems Division Copies: Dave Christensen, Erik Brodahl, File Memo From: Erik Waligorski, P� Stantec Consulting -Bellevue Date: September 8, 2015 Reference: Talbot Hill Sewer Relocation SR 167 IC/DC Project (Design & Bidding Services) - Monthly Progress Report The agreement between the City of Renton and Stantec for the Talbot Hill Sewer Relocation (Design & Bidding Services) was executed on May 20, 2015. Project Status and Tasks Completed Geotechnical Investigation We have completed the geotechnical field investigations and have prepared the draft geotechnical report. The report was submitted to the City for review on August 141". The City has provided comments on the report and we are making final revisions. Design We are working on the 50% design. We have prepared an exhibit to be used by the City for acquiring necessary easements. We expect to have the 50% design ready for submittal by the end of September. A second coordination, meeting was held with WSDOT and Olympic Pipeline on September 1 st. Outstanding Issues There are no outstanding issues at this time. Project Schedule We are working on the final geotechnical report and the 50% design. The design will be submitted by the end of September Protect Budget Status Refer to the attached spreadsheet entitled "Monthly Progress Report —Budget" for services for the month of August 2015. Design with community in mind ew v:h20025active120020036091managementlslatus%monthly status repert_090815.docu City of Renton Talbot Hill Sewer Relocation - SR 167 ICIDC Project Design & Bidding Services Stantec Consulting Services Inc. Monthly Progress Report --Budget Status For Month of: Aug-15 Task No. Phase No. Description Percent Complete (+I-) Percent Spent Original Budget Total Services Aug 2015' Total Invoices To -Date Budget Remaining 1 1 200 Project Management 15% 16% S 34,500 $ 2,739.91 $ 5.528.73 S 28,971.27 2 201 Geotechnical Investigation 70% 62% S 54,300 $ 12,714.38 $ 33,532.10 S 20,767.90 3 202 Design 5% 6% $ 281,400 $ 10,549.11 $ 16,788.63 S 264,611.37 4 203 Bidding Services 0% 0% $ 16,000 $ - S - S 16,000.00 Totals 15% 14% $ 386,200 $ 26;003.40 S 55,849.46 $ 330,350.54 Notes: 1) For services completed through the month prior to the billing month (e.g. Nov services billed in Dec). Print Date: 9/3/2015 V:\2002\active\2002003609\management\status\monthly budget status_aug 2015_090315.xls wwe 1 jl05ww3 180001950 ® Stantec INVOICE Page 1 of Invoice Number Mike B 963379 Invoice Date October 2, 2015 Customer Number 110474 Project Number 2002003609 Bill To Please Remit To City of Renton Stantec Consulting Services Inc. (SCSI) Mike Benoit 13980 Collections Center Drive Wastewater Utility Chicago IL 60693 5th Floor, City Hall United States 1055 Grady Way S. Federal Tax ID 11-2167170 Renton WA 98055 United States Project Description: Talbot Hill Sewer Relocation - Design & Bidding Services Stantec Project Manager: Waligorski, Erik J Stantec Office location: Bellevue WA Current Invoice Due: $23,930.78 For Period Ending: September 25, 2015 Due on Receipt INVOICE Page 2 of 5 Invoice Number 963379 Project Number 2002003609 Top Task 200 Project Management Professional Services Billing Level Date Hours Rate Current Amount Administrative Lead Sour, Rebecca Catherine 09/14/15 0.25 134.23 33.56 0.25 33.56 Project Manager Waligorski, Erik J 08/31/15 0.50 210.82 105.41 Waligorski, Erik J 09/01/15 2.00 210.82 421.64 Waligorski, Erik J 09/03/15 0.50 210.82 105.41 Waligorski, Erik J 09/08/15 1.00 210.82 210.82 4.00 843.28 Professional Services Subtotal 4.25 876.84 Disbursements Current Amount Direct - Vehicle (mileage) 16.10 Disbursements Subtotal 16.10 Top Task 200 Total 892.94 Top Task 201 Geotechnical Investigation Professional Services Billing Level Date Hours Rate Current Amount Engineering Geologist Haberman, Phillip Anthony (Phil) 08/31/15 2.00 163.11 326.22 Haberman, Phillip Anthony (Phil) 09/01 /15 3.00 163.11 489.33 Haberman, Phillip Anthony (Phil) 09/21/15 2.00 163.11 326.22 Haberman, Phillip Anthony (Phil) 09/22/15 2.00 163.11 326.22 9.00 1,467.99 Geotechnical Engineer Caraway, Sean Lee 09/09/15 3.00 184.25 552.75 Caraway, Sean Lee 09/10/15 1.50 184.25 276.38 4.50 829.13 Project Manager Waligorski, Erik J Waligorski, Erik J INVOICE Professional Services Subtotal Disbursements Direct - Testing & Lab Charges Disbursements Subtotal Invoice Number Project Number Page 3 of 5 963379 2002003609 09/15/15 0.50 210.82 105.41 09/23/15 0.50 210.82 105.41 1.00 210.82 14.50 2,507.94 Current Amount 1,600.00 1,600.00 Top Task 201 Total 4,107.94 Top Task 202 Professional Services Billing level EIT/Sr Designer Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Mehall, Caitlin Mehall, Caitlin Mehall, Caitlin Mehall, Caitlin Mehall, Caitlin Mehall, Caitlin Mehall, Caitlin Mehall, Caitlin Mehall, Caitlin Design Date Hours Rate Current Amount 09/01/15 1.00 102.54 102.54 09/02/15 4.25 102.54 435.80 09/03/15 1.25 102.54 128.18 09/08/15 2.75 102.54 281.99 09/09/15 1.75 102.54 179.45 09/10/15 8.00 102.54 820.32 09/11/15 1.75 102.54 179.45 09/14/15 1.75 102.54 179.45 09/15/15 0.50 102.54 51.27 09/ 16/ 15 0.75 102.54 76.91 09/17/15 0.50 102.54 51.27 09/18/15 6.50 102.54 666.51 09/21/15 2.75 102.54 281.99 09/24/15 3.00 102.54 307.62 08/31 /15 3.25 95.04 308.88 09/02/15 2.50 95.04 237.60 09/03/15 5.50 95.04 522.72 09/04/15 3.50 95.04 332.64 09/08/15 0.50 95.04 47.52 09/09/15 6.50 95.04 617.76 09/10/15 3.50 95.04 332.64 09/11/15 1.50 95.04 '142.56 09/14/15 0.50 95.04 47.52 63.75 6,332.59 INVOICE Page 4 of 5 Invoice Number 963379 Project Number 2002003609 Project Manager Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Project Surveyor Lemasa, Michael J (Mike) Sr. Engineering Consultant Dean, Anil Dean, Anil Dean, Anil Dean, Anil Surveyor II Brave, DuWayne L Professional Services Subtotal Subconsultants Direct - Subconsultant Fees Staheli Trenchless Consultants 15-154 Subconsultants Subtotal Usages Usage - Computer 08/31/15 0.25 203.08 50.77 09/02/15 1.00 203.08 203.08 09/03/15 2.00 203.08 406.16 09/08/15 0.25 203.08 50.77 09/09/15 0.50 203.08 101.54 09/10/15 4.25 203.08 863.09 09/11/15 3.25 203.08 660.01 09/14/15 0.50 203.08 101.54 09/16/15 2.00 203.08 406.16 09/ 17/ 15 2.25 203.08 456.93 09/18/15 1.00 203.08 203.08 09/21/15 1.00 203.08 203.08 09/22/15 0.25 203.08 50.77 09/02/15 1.50 210.82 316.23 09/09/15 0.50 210.82 105.41 09/16/15 1.50 210.82 316.23 09/17/15 0.50 210.82 105.41 09/21/15 1.00 210.82 210.82 09/25/15 1.00 210.82 210.82 24.50 5,021.90 09/01 / 15 4.00 156.95 627.80 4.00 627.80 09 / 1 1 / 15 1.00 246.00 246.00 09/ 14/ 15 1.00 246.00 246.00 09/15/15 2.00 246.00 492.00 09/16/15 2.00 246.00 492.00 6.00 1,476.00 09/09/15 0.25 111.62 27.91 0.25 27.91 98.50 13,486.20 Date Cost % Current Amount 08/28/15 4,362.50 10.00 4,798.75 4,798.75 Current Amount INVOICE Invoice Number Project Number 08/31/15 09/02/15 09/03/15 09/04/15 09/08/15 09/09/15 09/10/15 09/11/15 09/14/15 09/15/15 09/17/15 09/18/15 09/21/15 Usage - Equipment Charges 08/27/15 Total Station (Robotic w/data collector) Usage - Vehicle Field Vehicle - Mileage 08/27/ 15 26.00 @ $.58 per Mile Usages Subtotal Page 5 of 5 963379 2002003609 32.50 25.00 60.00 35.00 32.50 82.50 145.00 55.00 17.50 5.00 15.00 70.00 32.50 22.50 14.95 644.95 Top Task 202 Total 18,929.90 Total Fees & Disbursements $23,930.78 INVOICE TOTAL (USD) $23,930.78 —�KraZa1 & ASSOCIATES, INC. SITE DEVELOPMENT ENGINEERS Please remit to: Krazan & Associates, Inc. 215 West Dakota Avenue Clovis, California 93612 KA Tax I.D. No: 77-0039491 coder: rebecca saur Invoice No. INV t606392 - 20529 Phone: (425) 485-5519 Fax: (425) 485-6837 Client: Stantec Consulting Project: Talbot Hills - Lab Testing Attn: Phil Haberman Location: 4303 198th Street SW 11130 NE 33rd Place, #200 Lynnwood, WA Bellevue, WA 98004 Proj. No: 09615230 Client Nos: 20529: 18181 Invoice Date: July 31, 2015 Client Job No: P.O. No: Permit No: Proj. Mgr: Mercer, Corbett Date Detailed Description of Services Units Rate Amount Laboratory Testing Services 07-Jul-15 Moisture Content 07-Jul-15 Sieve Analysis 07-Jul-15 Unit Weight 07-Jul-15 Unconfined Compression 07-Jul-15 Porosity DUPLICATE PLEASE RETURN THIS WITH PAYMENT 7.00 20.00 $140.00 7.00 80.00 $560.00 3.00 50.00 $150.00 3.00 125.00 $375.00 3.00 125.00 $375.00 Subtotal: $1,600.00 Total Amount Due: $1,600.00 Please Pay This Amount: $1,600.00 Payable upon receipt of invoice. Overdue accounts charged 1.5% per month (18% annually) Remit copy of invoice with payment and include our invoice number on your check. P-PAS Page 1 Form 9103 i RevLsed MV2010 coder: rebecca saur STAHELI trenchless consultants Bill To 5405 - 196th St. SW Lynnwood WA, 98036 425-205-4930 Stantec Consulting Services, Inc. 11130 NE 33rd Place, Suite 200 Bellevue WA 98004-1465 RECEIVED SEP 0 S 206 Stantec Bellevue, VVA Invoice Date Invoice # 8/28/2015 15-154 Budget Amount Previously Invoiced This Invoice Invoiced to Date Percent Invoiced $43,507.20 $0.00 $4,362.50 $4,362.50 10% Item Description Quantity Rate Amount Professional Senices through 08.15.2015 Owner. City of Renton Project: Talbot Hlll Sewer Relocation (SRI671C!DC) Project Engineer I Matt Olson - Project Engineer 27.5 135.00 3,712.50 Engineering Geol... Laura Wetter -Engineering Geologist 1 160.00 160.00 Principal Kim Staheli - Principal Engineer 2 215.00 430.00 Staff Engineer Dylan Davidson - Staff Engineer 0.5 120.00 60.00 Staheli Trenchless Consultants 1725 220th St SE, C200 Total $4,362.50 Bothell, WA 98021 Phone: 425-205-4930 Fax: 425-205-4931 Payments/Credits $o 00 Balance Due $4,362.50 STAHELI TRENCHLESS CONSULTANTS INC TIME ACTIVITIES BY CUSTOMER DETAIL Activity: March 2 - August 15, 2015 ACTIVITY DATE EMPLOYEE PRODUCT/SERVICE MEMO/DESCRIPTION DURATION Dylan Davidson 08/04/2015 Dylan Davidson Total for Dylan Davidson Kimberlie Staheli 08/12/2015 Kimberlie Staheli Total for Kimberlie Staheli Laura N. Wetter 06/18/2015 Laura N. Wetter Total for Laura N. Wetter Matthew P. Olson 03/13/2015 Matthew P Olson 03/2312015 Matthew P Olson 06/03/2015 Matthew P Olson 06/18/2015 Matthew P Olson 06/25/2015 Matthew P Olson 08/05/2015 Matthew P Olson 08/10/2015 Matthew P Olson 08/11/2015 Matthew P Olson 08/12/2015 Matthew P Olson 08/13/2015 Matthew P Olson 08/14/2015 Matthew P Olson 08/14/2015 Matthew P Olson Total for Matthew P. Olson Engineering: Staff Discussion of 50% design 0:30 Engineer with Matt O. 0:30 Engineering: Principal Reviewed project with 2:00 Matt Olson 2:00 Engineering: Engineering Geotechnical boring 1:00 Geologist recommendations 1:00 Engineering: Project Geotechnical Work 1:30 Engineer I Engineering:Project Geotechnical Exploration 0:30 Engineer I Input Engineering: Project Boring Plan Advice. 1:00 Engineer I Engineering:Project Geotechnical advice. 0:30 Engineer I Engineering:Project Geotechnical Advice Call 0:15 Engineer I Engineering:Project 50% Design 4:00 Engineer 1 Engineering:Project 50% Design 3:30 Engineer I Engineering: Project 50% Calculations 3:45 Engineer I Enginee Ong: Project 50% Calcs 3:00 Engineer I Engineering:Project HDD 50% Design 5:30 Engineer I Engineering:Project GAB Specification 50% 2:00 Engineer I Engineedng:Project Draft Geotech Review 2:00 Engineer 1 27:30 Wednesday, Sep 02, 2015 02:20:35 PM PDT GMT-7 Stantec Standard Equipment Form (2015) Table Name: 2015 Equip Rate Schedule Tracking # 03609-02 Project #: 2002003609 Task #: 202-design Start Date: 8/27/2015 Project Name: Talbot Hill sewer rehab Field Staff: DLB End Date: 812712015 PM Approval: PM Name: Equip Billable: YIN Y FINANCE USE ONLY Rc `d Date: Input By: Input Date: Task No. JUnit Description Quantity Cost UOM I Billable ExpenditureType urvey Lquipment Field Vehicle - Mileage - (prevailing IRS rate) 26 $ 0.575 Digital Level $ 5.00 Total Station (Conventional w/ data collector) S 10.00 Total Station (Robotic w/data collector) - 1.5 S 15.00 RTK/GPS Rover $ 20.00 APPROVED— By M. LEMASA P.L.S. at 8:29 am, Sep 16, 2015 --.___.__....r._....___.___.......____.._...._..__.._.____._____....____.____....._.. Mile $ 14.95 Usage - Vehicle Hour S - Usage - Equipment Charges Hour S - Usage - Equipment Charges_ Hour S 22.50 Usage - Equipment Charges Hour $ Usage - Equipment Charges I � 1 : 1 i 1 I I {l I i 1 _ _.... ...... __ _ E { i t { r i 3 t, i Total Amount To Bill (3 Stantec Stantec Consulting Services, Inc. 1 1 130 NE 331d Place, Suite 200 Bellevue, WA 98004 425.869.9448 To: Mike Benoit From: Erik Waligorski, PE City of Renton - Utility Stantec Consultir Systems Division Copies: Dave Christensen, Erik Date: October 2, 2015 Brodahl, File Memo - Bellevue Reference: Talbot Hill Sewer Relocation SR 167 IC/DC Project (Design & Bidding Services) - Monthly Progress Report The agreement between the City of Renton and Stantec for the Talbot Hill Sewer Relocation (Design 8 Bidding Services) was executed on May 20, 2015. Project Status and Tasks Completed Geotechnical Investigation We have prepared the final geotechnical report and it has been submitted to the City. Design We have prepared the 50% design plans and specifications and have submitted them to the City for review. We are working on final revisions to the 50% OPCC and hope to have it to the City on Monday, October 5th for review. Outstanding Issues There are no outstanding issues at this time. Project Schedule We have submitted the 50% plans and specifications, along with the final geotechnical report to the City. We are planning to submit the 50% OPCC to the City on October 5th, Protect Budget Status Refer to the attached spreadsheet entitled "Monthly Progress Report —Budget" for services for the month of September 2015, Design with community In mind ew r120021activet2002003609Vmanapementlstatuslmonlhly status report _100215.docu City of Renton Talbot Hill Sewer Relocation - SR 167 IC/DC Project Design & Bidding Services Stantec Consulting Services Inc. Monthly Progress Report --Budget Status For Month of: Sep-15 Task No. Phase No. Description Percent Complete (+/-) Percent Spent Original Budget Total Services Sep 2015' Total Invoices To -Date Budget Remaining 1 200 Project Management 17% 19% S 34,500 S 892.94 $ 6,421.67 $ 28,078.33 2 201 Geotechnical Investigation 85% 69% $ 54,300 S 4,107.94 S 37,640.04 S 16,659.96 3 202 Desi n 17% 13% $ 281,400 S 18,929.90 $ 35,718,53 $ 245,681.47 4 203 Bidding Services 0% 0% S 16,000 S - $ - $ 16,000,00 Totals 26% 21% $ 386,200 $ 23,930.78 $ 79,780.24 $ 306,419.76 Notes: 1) For services completed through the month prior to the billing month (e.g. Nov services billed in Dec). Print Date 10/2/2015 V:\2002\active\2002003609\management\status\monthly budget status_sep 2015_100215.xls -,L'J ti 1 ,-A 13UJu-'3 ® Stantec BW To City of Renton Mike Benoit Wastewater Utility 5th Floor, City Hall 1055 Grady Way S. Renton WA 98055 United States INVOICE ela.r,- 15-13Lo ! 8/Oco 195c) Invoice Number Invoice Date Customer Number Project Number Page 1 of 5 976609 November 12, 2015 110474 2002003609 Please Remit To Stantec Consulting Services Inc. (SCSI) 13980 Collections Center Drive Chicago IL 60693 United States Federal Tax ID 11-2167170 Project Descriptlon: Talbot Hill Sewer Relocation - Design & Bldd'ng Services Stantec Project Manager: Waligorski, Erik J Stantec Office Location: Bellevue WA Current Invoice Due: $26,575.94 For Period Ending: October 30, 2015 Due on Receipt Top Task 200 Professional Services Billing level INVOICE Project Management Invoice Number Project Number Page 2 of 5 976609 2002003609 Date Hours Rate Current Amount Project Manager Waligorski, Erik J 09/28/15 0.50 210.82 105.41 Waligorski, Erik J 09/29/15 2.50 210.82 527.05 Waligorski, Erik J 10/01 /15 1.00 210.82 210.82 Waligorski, Erik J 10/02/15 1.00 210.82 210.82 Waligorski, Erik J 10/08/15 1.00 210.82 210.82 Waligorski, Erik J 10/09/15 0.50 210.82 105.41 Waligorski, Erik J 10/23/15 1.00 210.82 210.82 Waligorski, Erik 10/28/15 1.00 210.82 210.82 8.50 1,791.97 Professional Services Subtotal 8.50 1,791.97 Top Task 200 Total 1,791.97 Top Task 201 Geotechnica) Investigation Professional Services Billing Level Current Date Hours Rate Amount Project Manager Waligorski, Erik J Professional Services Subtotal Direct - Vehicle (mileage) 10/29/15 1.00 210.82 1.00 1.00 210.82 210.82 210.82 Current Amount 57.50 Disbursements Subtotal 57.50 Top Task 201 Total 268.32 INVOICE Top Task 202 Design Invoice Number Project Number Page 3 of 5 976609 2002003609 Professional Services Billing Level Date Hours Rate Current Amount Engineering Geologist Haberman, Philip Anthony (Phil) 10/29/15 1.00 163.11 163.11 Haberman, Phillip Anthony (Phil) 10/30/15 3.00 163.11 489.33 4.00 652.44 EIT/Sr Designer Ard, Stephanie Marie 09/29/15 4.25 102.54 435.80 Ard, Stephanie Marie 09/30/15 4.25 102.54 435.80 Ard, Stephanie Marie 10/19/15 3.25 102.54 333.26 Ard, Stephanie Marie 10/20/15 3.00 102.54 307.62 Ard, Stephanie Marie 10/22/15 2.25 102.54 230.72 Ard, Stephanie Marie 10/23/15 0.25 102.54 25.64 Ard, Stephanie Marie 10/27/15 0.25 102.54 25.64 Ard, Stephanie Marie 10/28/15 1.00 102.54 102.54 Ard, Stephanie Marie 10/29/15 1.75 102.54 179.45 Ard, Stephanie Marie 10/30/15 4.00 102.54 410.16 Mehall, Caitlin 09/30/15 0.50 95.04 47.52 Mehall, CaitLn 10/22/15 1.00 95.04 95.04 Mehall, Caitlin 10/27/15 4.00 95.04 380.16 Mehall, Caitlin 10/28/15 0.50 95.04 47.52 Mehall, Caitlin 10/29/15 1.00 95.04 95.04 Mehall, Caitlin 10/30/15 4.75 95.04 451.44 36.00 3,603.35 Project Manager Brodahl, Erik L 09/28/ 15 1.75 203.08 355.39 Brodahl, Erik L 09/29/15 2.00 203.08 406.16 Brodahl, Erik L 09/30/15 2.75 203.08 558.47 Brodahl, Erik L 10/01/15 0.25 203.08 50.77 Brodahl, Erik L 10/09/15 1.50 203.08 304.62 Brodahl, Erik L 10/19/15 2.75 203.08 558.47 Brodahl, Erik L 10/20/ 15 0.50 203.08 101.54 Brodahl, Erik L 10/21 / 15 0.50 203.08 101.54 Brodahl, Erik L 10/22/15 0.75 203.08 152.31 Brodahl, Eric L 10/23/ 15 0.75 203.08 152.31 Brodahl, Erik L 10/28/15 0.50 203.08 101.54 Brodahl, Erik L 10/30/15 0.25 203.08 50.77 Waligorski, Erik J 09/28/15 2.00 210.82 421.64 Waligorski, Erik J 09/29/15 3.00 210.82 632.46 Waligorski, Erik J 09/30/15 3.00 210.82 632.46 Waligorski, Erik J 10/06/15 0.50 210.82 105.41 Waligorski, Erik J 10/09/15 1.00 210.82 210.82 Waligorski. Erik J 10/13/15 0.50 210.82 105.41 INVOICE Waligorski. Erik J Wafigorsld, Erik J Wafigorski, Erik J Waligorski, Erik J Waliigorsld, Erik J Warigorski, Erik J Waligorski, Erik J Project Surveyor Lemasa, Michael J (Mike) Professional Services Subtotal SubconsuHants Direct - Subconsultant Fees Staheri Trenchless Consultants 15-174 Subconsultonts Subtotal Usages Usage - Computer 09/30/15 10/09/15 10/19/15 10/20/15 10/23/15 10/27/15 10/28/15 10/29/15 10/30/15 Usages Subtotal Disbursements Direct - Vehicle (mileage) Invoice Number Project Number 10/19/15 3.00 210.82 10/21/15 0.50 210.82 10/22/15 1.00 210.82 10/26/15 1.00 210.82 10/28/15 1.00 210.82 10/29/15 3.00 210.82 10/30/15 2.50 210.82 34.25 10/30/15 1.50 156.95 1.50 Page 4 of 5 976609 2002003609 632.46 105.41 210.82 210.82 210.82 632.46 527.05 7,531.93 235.43 235.43 77.75 12,023.15 Date Cost Current Amount 10/06/15 11,192.50 10.00 12,311.75 12,311.75 Current Amount 25.00 10.00 5.00 30.00 5.00 40.00 7.50 10.00 42.50 175.00 Current Amount 5.75 Disbursements Subtotal 5.75 Top Task 202 Total 24,515.65 INVOICE Page 5 of 5 Invoice Number 976609 Project Number 2002003609 Total Fees & Disbursements $26, 575.94 INVOICE TOTAL (USD) $26,575.94 STAHELI trenchless consultants Bill To Stantec Consulting Services, Inc. 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004-1465 5405 -196th St. SW Lynnwood, WA 98036 425.205.4930 coder: rebecca saur Invoice Date Invoice # 10/6/2015 15-174 Budget Amount Previously Invoiced This invoice Invoiced to Date Percent Invoiced $43,507.20 $4,362.50 $11,192.50 $15,555.00 36% Item Description Quantity Rate Amount Professional Services 08.16.2015 - 09.15.2015 Owner: City of Renton Project: Talbot Hill Sewer Relocation (SR167 IC/DC) Principal Kim Staheli - Principal Engineer 6 215.00 1,290.00 Principal Engine... Brad Moore - Principal Engineer 3 205.00 615.00 Engineering Geo... Laura Wetter -Engineering Geologist 28 160.00 4,480.00 Project Engineer I Matt Olson - Project Engineer 34.5 135.00 4,657.50 Staff Engineer Dylan Davidson - Staff Engineer 1.25 120.00 150.00 Staheli Trenchless Consultants TTotal 5405 -196th St. SW $11,192.S0 Ly1111WVVU1 YY'170VJV Phone:425-205-4930 Payments/Credits $c 00 Balance Due $11,192.50 (3 Stantec Stantec Consulting Services, Inc. 1 1 130 NE 331d Place, Suite 200 Bellevue, WA 98004 425.869.9448 To: Mike Benoit City of Renton - Utility Systems Division Copies: Dave Christensen, Erik Brodahl, File Memo From: Erik Waligorski, PEe� Stantec Consulting - Bellevue Date: November 11, 2015 Reference: Talbot Hill Sewer Relocation SR 167 IC/DC Project (Design & Bidding Services) - Monthly Progress Report The agreement between the City of Renton and Stantec for the Talbot Hill Sewer Relocation (Design & Bidding Services) was executed on May 20, 2015. Project Status and Tasks Completed Geotechnical Investigation We have prepared the final geotechnical report and it has been submitted to the City. Design The 50% design was submitted to the City and subsequently WSDOT. We have received review comments from both agencies. WSDOT's major comment consisted of lowering the 1-405 crossing. We have asked WSDOT to reconsider and have heard that they have a second option. We will proceed with the assumption that we do not need to lower the crossing and will begin preparing the 90% design. Outstanding Issues There are no outstanding issues at this time. Project Schedule We are working on the 90% design submittal. It was scheduled to be submitted before Thanksgiving. With the WSDOT delay, we are likely 1 to 2 weeks behind schedule, depending on the holidays and corresponding vacation schedules. Design with community in mind ew v:120021act,vet2002D036C9Management%tatustmonlhly status report_111115.docx Stantec November 11, 2015 Mike Benoit Page 2 of 2 Reference: Talbot Hill Sewer Relocation SR 167 IC/DC Project (Design & Bidding Services) — Monthly Progress Report Project Budget Status Refer to the attached spreadsheet entitled "Monthly Progress Report —Budget" for services for the month of October 2015. City of Renton Talbot Hill Sewer Relocation - SR 167 IC/DC Project Design & Bidding Services Stantec Consulting Services Inc. Monthly Progress Report --Budget Status For Month of: Oct-15 Task No. Phase No. Description Percent Complete (+/-) Percent Spent Original Budget Total Services Oct 2015' Total Invoices To -Date Budget Remaining 1 200 Project Management 25% 24% S 34,500 $ 1,791.97 S 8,213.64 S 26,286.36 2 201 Geotechnical Investigation 85% 70% S 54,300 $ 268.32 $ 37,908.36 S 16,391.64 3 202 Design 23% 21 % S 281,400 $ 24, 515.65 S 60,234.18 S 221,165.82 I 4 1 203 JBidding Services 6% 1 6% S 16,000 S - S - S 16,000.00 Totals 31% 28% S 386,200 S 26,575.94 S 106,356.18 S 279,843.82 Notes: 1) For services completed through the month prior to the billing month (e.g. Nov services billed in Dec). Print Date: 11/11/2015 V:\2002\active\2002003609\management\status\monthly budget status_oct 2015_111115.x1s LL;LLt�-1 ad -7 w "---"3 (3 Stantec Bill To City of Renton Mike Benoit Wastewater Utility 51h Floor, City Hall 1055 Grady Way & Renton WA 98055 United States INVOICE c'b- ►S-lao I13100o 14 So Invoice Number Invoice Date Customer Number Project Number Page 1 of 4 985283 December 4, 2015 110474 2002003609 Please Remit To Stantec Consulting Services Inc. (SCSI) 13980 CoRectio u Center Drive Chicago IL 60693 United States Federal Tax ID 11-2167170 Project Description: Talbot Hill Sewer Relocation - Des:gn & Bidding Services R GC r . D Stantec Project Manager. Waligorski, Enk J DEC 0 -7 J. Stantec Office Location: Bellevue WA Current Invoice Due: $18,028.67 �)TY C '� _ For Period Ending: November 27, 2015 JTI LIT Y '" Y"� � NJS Due on Receipt INVOICE Top Task 200 Project Management Professional Services Billing level Project Manager Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Professional Services Subtotal Top Task 200 Total Top Task 202 Professional Services Billing Level EI1/Sr Designer Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Mehall, Caitlin Mehall, Caitlin Mehall, Caitlin Mehall. Caitlin Mehall, Caitlin Mehall, Caitlin Mehall, Caitlin Mehall, Caiiiin Design Invoice Number Project Number Dote Hours Rate 11/03/15 11/11/15 11/16/15 1 1 /23/ 15 0.50 210.82 1.50 210.82 1.00 210.82 0.50 210.82 3.50 3.50 Page 2 of 4 985283 2002003609 Current Amount 105.41 316,23 210.82 105,41 737.87 737.87 737.87 Current Date Hours Rate Amount 11 /02/ 15 6.00 102.54 615.24 11 /09/ 15 5.00 102,54 512.70 11 / 12/ 15 4.50 102.54 461.43 11 / 13/ 15 1.00 102.54 102.54 11 / 16/ 15 2.25 102- 54 230.72 1 1 / 17/ 15 2.75 102.54 281.99 1 1 / 18/ 15 0.50 102.54 51.27 1 i / 19/ 15 0.50 102.54 51.27 1 1 /20/ 15 1,50 102.54 153.81 11/23/15 0.75 102.54 76.91 11 /24/ 15 1.00 102.54 102.54 1 1 /25/ 15 6.00 102.54 615.24 11 /01 / 15 5.25 95.04 498.96 11 /02/ 15 1.50 95.04 142.56 11 /03/ 15 3.00 95.04 285.12 1 1 /04/ 15 4.25 95.04 403.92 11/10/15 5.75 95.04 546.48 1 1 / 13/ 15 2.00 95.04 190.08 1 1 / 16/ 15 0.50 95.04 47.52 11/17/15 1.00 95.04 95.04 INVOICE Page 3 of 4 Mehall, Caitlin Mehall, Caitlin Mehall, Caitlin Mehall, Coitlin Mehall, Coitlin Project Manager Brodahl, Erik L Brodahl, Erik L Brodohl, Erik L Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L' Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Woligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Project Surveyor Lemasa, Michael J (Mike) Surveyor 11 Brave, DuWayne L Brave, DuWayne L Brave, DuWayne L Brave, DuWayne L Burks, Noel H Professional Services Subtotal Direct - Subcomultant Fees Staheli Trenchless Consultants 15-194 Invoice Number 985283 Project Number 2002003609 11/18/15 0.50 95.04 47.52 11 /20/ 15 2.00 95.04 190.08 1 1 /23/ 15 3.00 95.04 285.12 11 /24/ 15 2.00 95.04 190.08 11/25/15 7.50 95.04 712.80 70.00 6,890.94 11/03/15 11/09/15 11/12/15 11/13/15 11/16/15 11/17/15 11/18/15 11/19/15 11/20/15 1 1123/ 15 11/24/15 11/25/15 11/02/15 11/03/15 11/09/15 11/12/15 11/17/15 11/18/15 11/23/15 11/25/15 11/02/15 0.50 203.08 0.25 203.08 1.00 203.08 0.25 203.08 0.25 203.08 0.50 203.08 0.50 203.08 1.00 203.08 0.50 203.08 4.25 203.08 1.25 203.08 1.50 203.08 2.00 210.82 2.00 210.82 1.00 210.82 1.50 210.82 1.50 210.82 1.50 210.82 0.50 210.82 3.00 210.82 24.75 1.00 156.95 1.00 11/02/15 5.00 111.62 1 1 /04/ 15 3.00 111.62 11/06/15 0.50 111.62 11/09/15 0.25 111.62 11/02/15 4.00 107.20 12.75 108.50 Date Cost % 11/03/15 2,857.50 10.00 101.54 50.77 203.08 50.77 50.77 101.54 101.54 203.08 101.54 863.09 253.85 304.62 4211.64 421.64 210.82 316.23 316.23 316.23 105.41 632.46 5,126.85 156.95 156.95 558.10 334.86 55.81 27.91 428.80 1,405.48 13,58022 Current Amount 3,143.25 INVOICE Invoice Number Project Number Subconsultants Subtotal Usage - Computer 11/01/15 11 /02/ 15 11/03/15 11/04/15 11/10/15 11/12/15 11/13/15 11/16/15 11/17/15 11/19/15 11/23/15 11/24/15 11125/15 Usage - Equrpment Charges 11 /02/15 Total Station (Robotic w/dato collector) Usage - Vehicle Feld Vehicle - Mileage 11 /02/15 27.01 @ $.58 per Mile Usages Subtotal Direct - Vehicle (mileage) Disbursements Subtotal Page 4 Of 4 985283 2002003609 3,143.25 Current Amount 52.50 75.00 30.00 42.50 57.50 5.00 20.00 22.50 27.50 7.50 30.00 20,00 115.00 41.25 15.53 561.78 Current Amount 5.75 5.75 Top Task 202 Total 17,291.00 Total Fees & Disbursements $15,028.87 INVOICE TOTAL (USD) $18•028.87 STAHELI Trenchless Consultants Bill To 5405 196th St. SW Lynnwood WA 98036 425-205-4930 Stantec Consulting Services, Inc. 11130 NE 33rd Place, Suite 200 Bellevue WA 98004-1465 Invoice Date Invoice # 11/3/2015 15-194 Budget Amount Previously Invoiced This Invoice Invoiced to Date Percent Invoiced S43,507.20 $15,555.00 S2,857.50 S 18,412.50 42% Item Description Quantity Rate Amount Professional Services 09.161015 - 10.13.2015 Owner. City of Renton Project: Talbot Hill Sewer Relocation (SRI67 ICIDC) Staff Engineer Dylan Davidson - Staff Engineer 1.25 120.00 150.00 Project Engineer I Mau Olson - Project Engineer 16.5 135.00 2,227.50 Engineering Geol... Laura Wetter -Engineering Geologist 3 160.00 480.00 Total S2,857.50 Payments/Credits Sa 00 Balance Due $2,857.50 Stantec Standard Equipment Form (2015) Table Name: VIS Equip Rare Schedule Tracking ! 03609-03 Projects. 2002003609 Taak 0: 202•design Start Date: 111212015 Project Name: Talbot HIII sewer rehab Field Staff DLB-NHB End Date_ 1102015 PM Appronl: PM Nerve: Equip Billable: YIN YIWA 1iMM use WLY RcVd Data: Hy Dalc - - - - - -- Task No. Unit Description Quantity cost ucw 9lftaWe Expenditure Type _ �eM�e - +�a9e - fP� � _ ---- 27 i0 575 DgvW Level I i 5 00 — t i 10.00 Total S t a (conrer�+ai w! oats eo6edor) __ . _ _ _ Total StaOm (Robwc v�ata c�iedorj - '. 2.75 5 1500 RTKIGPS Rover _ -- - _---- -- _: S 20-00 i APPROVED w _ I y By M. LEMASA P.LS. at i0:22 am, Nov 10, 2015 t Mile f _ _-15.53 tteapr - VehkN Hour f U-- Er � Chs Hour f - U sepr _Egwp+�aek Ctuipn - - Hour i 41.25 Uss ems- Egg Chare� How i ._ usage - �C►urge+ .-- ---- - --- - f , • � 3 _..ran ........ { r I i € l ` i t , — - — _ i - r � a 5 Stantec Stantec Consulting Services, Inc. 1 1 130 NE 33,d Place, Suite 200 Bellevue, WA 98004 425.869.9448 To: Mike Benoit City of Renton - Utility Systems Division Copies: Dave Christensen, Erik Brodahl, File Memo From: Erik Waligorski, PVG� Stantec Consulting - Bellevue Date: December 4, 2015 Reference: Talbot Hill Sewer Relocation SR 167 IC/DC Project (Design & Bidding Services) - Monthly Progress Report The agreement between the City of Renton and Stantec for the Talbot Hill Sewer Relocation (Design & Bidding Services) was executed on May 20, 2015. Project Status and Tasks Completed Design We received confirmation from WSDOT that we could use the higher 1-405 crossing and have prepare the draft 90% design based on that assumption. We have submitted the 90% PSE for internal review this week and hope to have comments back early next week. Once we have made any revisions, we will submit the 90% PSE to the City and WSDOT for review. With the pending holidays, it is unlikely that we will receive comments back on the 90% plans and can schedule a review meeting until after the first of the year. Outstanding Issues There are no outstanding issues at this time. Prollect Schedule We have submitted the draft 90% PSE for internal review and hope to submit the final 90% PSE to the City next week. Stantec's offices are closed between the holidays, so a review meeting for 90% comments will likely need to occur after the first of the year. Project Budget Status Refer to the attached spreadsheet entitled "Monthly Progress Report —Budget" for services for the month of November 2015. Design with community in mind ew v:12002\active\20020036091management�.atatusVtgrthly status report_120415 doex City of Renton Talbot Hill Sewer Relocation - SR 167 IC/DC Project Design & Bidding Services Stantec Consulting Services Inc. Monthly Progress Report --Budget Status For Month of: Nov-15 Task No. Phase No. Description Percent Complete Percent Spent Original Budget Total Services Nov 2015' Total Invoices To -Date Budget Remaining 1 1 200 Project Management 26% 26% $ 34,500 $ 737.87 S 8,951.51 S 25,548.49 2 201 Geotechnical Investigation 85% 70% $ 54,300 $ - S 37,908.36 $ 16,391.64 3 202 Design 30% 28% $ 281,400 $ 17,291.00 $ 77,525.18 S 203,874.82 4 1 203 113idding Services 0% 1 0% S 16,000 $ - S - S 16,000.00 Totals 36% 32% $ 386,200 $ 18,028.87 $ 124,385.05 $ 261,814.95 Notes 1) For services completed through the month prior to the billing month (e.g. Nov services billed in Dec). Print Date: 12/2/2015 V:\2002\a ctive\2002003609\manage ment\status\month ly budget status_nov 2015_120215.As (3 Stantec Bill To City of Renton Mike Benoit Wastewater Utility 5th Floor, City Hail 1055 Grady Way S. Renton WA 98055 United States INVOICE Q cl 5�3 / S/va0 I q 50 Invoice Number Invoice Date Customer Number Project Number Page 1 of 5 996513 January 5, 2016 110474 2002003609 Please Remit To Stantec Consulting Services Inc. (SCSI) 13980 Collections Center Drive Chicago IL 60693 United Slates Federal Tax ID 11-2167170 Project Description: Talbot Hill Sewer Relocation - Design & Bidding Services Stantec Project Manager. Woligorski, Erik J Stantec Office Location: Bellevue WA Current Invoice Due: $26,052.40 For Period Ending: January 1, 2016 Due on Receipt INVOICE Top Task 200 Project Management Professional Serylces Billing Level Administrative Lead Sour, Rebecca Catherine Project Manager Worgorski, Erik J Wargorski, Erik J Wallgorski, Erik J Professional Services Subtotal Invoice Number Project Number Date Hours Rate 12/14/15 0.50 13t.23 0.50 12/02/15 0.50 210.82 12/04/15 1.00 210.82 12/08/15 1.00 210.82 2.50 3.00 Page 2 of 5 996513 2002003609 Current Amount 67.12 67.12 105.41 210.82 210.82 527.05 594.17 Top Task 200 Total 594.17 Top Task 202 Design Professional Services Billing Level Date Hours Rate Engineer Pearson, Jon Michael 12/04/15 4.00 133.00 Pearson, Jon Michael 12/07/15 7.00 133.00 Pearson. Jon Michael 12/08/15 3.00 133.00 Pearson, Jon Michael 12/23/15 3.00 133.00 17.00 Engineering Geologist Haberman, Phillip Anthony (Phil) 12/14/15 1.00 163.11 1.00 EfT/Sr Designer Ard, Stephanie Marie 11/30/15 0.50 102.54 Ard, Stephanie Marie 12/01/15 0.75 102.54 Ard. Stephanie Marie 12/02/15 3.50 102.54 Ard, Stephanie Marie 12/04/15 0.50 102.54 Ard, Stephanie Marie 12/08/15 2.00 102.54 Ard, Stephanie Marie 12/09/15 2.50 102.54 Current Amount 532.00 931.00 399.00 399.00 2,261.00 163.11 163.11 51.27 76.91 358.89 51.27 205.08 256-35 INVOICE Page 3 of 5 Invoice Number 996513 Project Number 2002003609 Ard, Stephanie Marie 12/10/15 4.25 102.54 435.80 Ard, Stephanie Marie 12/1 1 /15 1.00 102.54 102.54 Ard, Stephanie Marie 12/14/15 7.00 102.54 717.78 Ard, Stephanie Marie 12/15/15 1.75 102.54 179.45 Ard, Stephanie Marie 12/16/15 0.25 102.54 25.64 Ard, Stephanie Mane 12/17/15 1.75 102.54 179.45 Ard, Stephanie Marie 12/18/15 2.50 102.54 256.35 Ard, Stephanie Marie 12/21/15 5.50 102.54 563.97 Ard, Stephanie Marie 12/22/15 5.00 102.54 51170 Mehall, Caitlin 11/30/15 7.00 95.04 665.28 Mehall, Caitlin 12/01/15 7.50 95.04 712.80 Mehall, Caitlin 12/10/15 3.00 95.04 285.12 Mehall, Caitlin 12/I1/i5 1.50 95.04 142.56 Mehall, Caitlin 12/14/15 3.50 95.04 332.64 Mehall, Caitlin 12/ 17/ 15 4.50 95.04 427.68 Mehall, Caitlin 12/18/15 6.50 95.04 617.76 Mehall. CaitCn 12/21 / 15 2.50 95.04 237.60 Meha4, Caitlin 12/22/ 15 2.00 95.04 190.08 76.75 7,5114.97 Project Manager Brodahl, Erik L 11/30/15 0.50 203.08 101.54 Brodahl, Enk L 12/02/15 2.75 203.08 558.47 Brodahl, Erik L 12/03/15 1.00 203.08 203.08 Brodahl, Enk L 12/04/15 0.50 203.08 101.54 Brodahl, Erik L 12/07/15 0.75 203.08 152.31 Brodahl, Erik L 12/08/15 0.50 203.08 101.54 Brodahl, Erik L 12/09/ 15 0.50 203.08 101.54 Brodahl, Erik L 12/10/15 1.00 203.08 203.08 Brodahl, Erik L 12/ 1 1 / 15 0.50 203.08 101.54 Brodahl, Enk L 12/14/15 2.00 203.08 406.16 Brodahl, Erik L 12/15/15 1.00 203.08 203.08 Brodahl, Erik L 12/16/15 2.00 203.08 406.16 Brodahl, Enk L 12/ 17/ 15 0.25 203.08 50.77 Brodahl, Erik L 12/18/15 1.75 203.08 355.39 Brodahl, Erik L 12/21 / 15 0.75 203.08 152.31 Waligorski, Erik J 11/30/15 1.50 210.82 316.23 Waligorski, Erik J 12/01 / 15 1.00 210.82 210.82 Waligorski, Erik J 12/02/15 1.00 210.82 210.82 Waligorski, Erik J 12/03/15 3.00 210.82 632.46 Waligorski, Erik J 12/04/15 1.00 210.82 210.82 Waligorski, Erik J 12/07/15 2.00 210.82 421.64 Waligorski, Erik J 12/08/15 3.50 210,82 737.87 Waligorski, Erik J 12/09/15 3.50 210.82 737.87 Waligorski, Erik J 12/10/15 5.00 210.82 1,054.10 Waligorski, Erik J 12/11/15 0.50 210.82 105.41 Waligorski, Erik J 12/14/15 1.00 210.82 210.82 Waligorski, Erik 12/15/15 1.50 210.82 316.23 Waligorski, Erik J 12/16/15 1.50 210.82 316.23 Waligorski, Erik J 12/17/15 2.00 210.82 421.64 INVOICE Wol'igarski, Erik J Waligorski, Erik J Woligorski, Erik J Sr. Engineering Consultant Dean, Anil Dean, Anil Professional Services Subtotal Subconsullants Direct - Subconsultant Fees StaheG Trenchtess Consultants 15-210 Subconsuttants Subtotal Usage - Computer 11/30/15 12/01 / 15 12/02/ 15 12/03/15 12/10/15 12/11/15 12/14/15 12/16/15 12/17/15 12/18/15 12/21/15 12/22/15 Usages Subtotal Dis ursements Direct - Vehicle (mileage) Page 4 of 5 Invoice Number 996513 Project Number 2002003609 12/18/15 1.00 210.82 210.82 12/21/15 2.50 210.82 527.05 12/22/15 3.00 210.82 632.46 50.25 10,471.80 12/04/15 3.00 246.00 738.00 12/07/15 1.00 246.00 246.00 4.00 984.00 149.00 21,464.88 Date Cost % Current Amount 12/ 11 /15 3,165.00 10.00 3,481.50 3,481.50 Current Amount 70.00 75.00 25.00 5.00 40.00 15.00 70.00 7.50 17.50 15.00 80.00 70.00 490.00 Current Amount 21.85 Disbursements Subtotal 21.85 Top Task 202 Total 25,458.23 INVOICE Page 5 of 5 Invoice Number 996513 Project Number 2002003609 Total Fees & Disbursements $26,052.40 INVOICE TOTAL (USD) $26,052.40 coder: rebecca saur STAHELI Trenchless Consultants Bill To 5405 196th St. SW Lynnwood WA 98036 425-205A930 Stantec Consulting Services, Inc. 11130 NE 33rd Place, Suite 200 Bellevue WA 98004-1465 Invoice Date Invoice # 12/1112015 15-210 Budget Amount Previously Invoiced This Invoice Invoiced to Date Percent Invoiced 543,507.20 $18,412.50 $3,165.00 $21,577.50 50% Item Description Quantity Rate Amount Professional Services 10.162015 - 11.15.2015 Owner. City of Renton Project Talbot Hill Sewer Relocation (SR 167 IC/DC) Principal Kim Stabeli - Principal Engineer 6 215.00 I,290.00 Project Engineer I Matt Olson - Project Engineer 13 135.00 1,755.00 Staff Engineer Dylan Davidson - Staff Engineer 1 120.00 120.00 Total $3.165.00 Payments/Credits $0.00 Balance Due S3,165.00 (3 Stantec Stantec Consulting Services, Inc. 1 1 130 NE 331d Place, Suite 200 Bellevue, WA 98004 425.869.9448 To: Mike Benoit City of Renton - Utility Systems Division Copies: Dave Christensen, Erik Brodahl, File Memo From: Erik Waligorski, P Stantec Consulting - Bellevue Date: January 8, 2016 Reference: Talbot Hill Sewer Relocation SR 167 IC/DC Project (Design & Bidding Services) - Monthly Progress Report The agreement between the City of Renton and Stantec for the Talbot Hill Sewer Relocation (Design & Bidding Services) was executed on May 20, 2015. Project Status and Tasks Completed Design We have completed and submitted the 90% design for review by the City and WSDOT. A 90% design review meeting is scheduled with the City on January 12th. It is anticipated that we will have a coordination meeting with WSDOT shortly thereafter. Following the review meetings, we will work towards preparing the final PS&E for bidding. OutstandingIssues sues There are no outstanding issues at this time. Protect Schedule The 90% design has been submitted and a review meeting with the City is scheduled for January 12th. Next steps include verifying when we will get the required permits required for bidding the project. Project Budget Status Refer to the attached spreadsheet entitled "Monthly Progress Report —Budget" for services for the month of December 2015. Design with community In mind ew vi20021active\20020036091managemenllstatusWonlhly status report010616.dccx City of Renton Talbot Hill Sewer Relocation - SR 167 ICIDC Project Design & Bidding Services Stantec Consulting Services Inc. Monthly Progress Report --Budget Status For Month of: Dec-15 Task No. Phase No. Description Percent Complete (+I-) Percent Spent Original Budget Total Services Dec 2015' Total Invoices To -Date Budget Remaining 1 1 200 Project Management 33% 28% $ 34,500 $ 594.17 $ 9,545.68 $ 24,954.32 2 201 Geotechnical Investigation 85% 70% $ 54,300 $ - S 37,908.36 S 16,391,64 3 202 Desi n 50% 37% $ 281,400 $ 25,458.23 $ 102,983.41 S 178,416.59 4 203 Bidding Services 0% 0% $ 16,000 $ - $ - $ 16,000.00 Totals 51% 39% $ 386,200 $ 26,052.40 $ 150,437.45 $ 235,762.55 Notes: 1) For services completed through the month prior to the billing month (e.g. Nov services billed in Dec). Print Date: 1/5/2016 V:120021active120020036091manage men tlstatuslmonthly budget status_dec 2015_010516.xis expdetl.rpt 06/07/2016 3:38PM Periods: 1 through 5 426 WASTEWATER CIP 465606 TALBOT HILL SEWER REPLACEMENT (SR167 ICI 018 PW UTILITY SYSTEMS Account Number Expenditure Detail Report City of Renton 01 /01 /2016 through 05/31 /2016 Adjusted Appropriation Expenditures 594.35.63.000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 0.00 0.00 01/01/2016 encumber OP 18/0001950 Vendor: 077215 STANTEC CONSULTING SVCS INC Check # 0 01/31/2016 cashtrans GJ TR16-01-018 2,699.47 02/08/2016 invoice IN 1009198 31,324.63 Vendor: 077215 STANTEC CONSULTING SVCS INC Check # 345211 02/08/2016 encumber LI 1009198 Vendor: 077215 STANTEC CONSULTING SVCS INC Check # 345211 02/29/2016 cashtrans GJ TR16-02-017 4,211.20 03/04/2016 invoice IN 1020129 23,948.77 Vendor: 077215 STANTEC CONSULTING SVCS INC Check # 345907 03/04/2016 encumber LI 1020129 Vendor: 077215 STANTEC CONSULTING SVCS INC 7664832 Check # 345907 70 7fi 93M&2916 inveiee Vendor: 076056 IN SOUND PUBLISHING INC Check # 346248 03/31/2016 cashtrans GJ TR16-03-023 IN 5,341.19 Q5 an Vendor: 072200 3311.468 DAILY JOURNAL OF COMMERCE Check # 346386 04111/2016 invoice IN 1033185 35,638.38 Vendor: 077215 STANTEC CONSULTING SVCS INC Check # 346595 04/11/2016 encumber LI 1033185 Vendor: 077215 STANTEC CONSULTING SVCS INC Check # 346595 04/11/2016 budadjust BA ORD 5789 1,250,000.00 04/20/2016 invoice IN 7671783 100.75 Vendor: 076056 SOUND PUBLISHING INC Check # 346929 04/25/2016 cashtrans GJ TR16-04-013 1,200.00 04/25/2016 cashtrans GJ TR16-04-013 36.00 04/30/2016 cashtrans GJ TR16-04-024 5,078.16 05/03/2016 invoice IN 1050097 77.30 Vendor: 012137 BUILDERS EXCHANGE OF WA INC Check # 347032 Year-to-date Expenditures 0.00 Page: Year-to-date Encumbrances Balance 0.00 235,762.55 -31,324.63 -23,948.77 -35,638.38 0.00 Page: Prct Used 0.00 expdetl.rpt Expenditure Detail Report Page: 2 0610712016 3:38PM Periods: 1 through 5 City of Renton 01/01/2016 through 05/31/2016 426 WASTEWATER CIP 465506 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 018 PW UTILITY SYSTEMS Adjusted Year-to-date Year-to-date Prct Account Number Appropriation Expenditures Expenditures Encumbrances Balance Used 594.35.63.000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ (Continued) 05/09/2016 invoice IN 1045095 9.503.41 Vendor 077215 STANTEC CONSULTING SVCS INC Check # 347281 05/09/2016 encumber LI 1045095 -9,503.41 Vendor 077215 STANTEC CONSULTING SVCS INC Check # 347281 05/13/2016 encumber CO 18/0001950 193,800.00 Vendor 077215 STANTEC CONSULTING SVCS INC Check # 0 05/17/2016 invoice IN 1050434 0.30 Vendor. 012137 BUILDERS EXCHANGE OF WA INC Check # 347439 05/18/2016 invoice IN 2016-WAR303891 142.54 Vendor. 089197 DEPARTMENT OF ECOLOGY Check # 347472 05/31/2016 cashtrans GJ TR16-05-023 4,681.21 594.35.63.000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 1,250,000.00 124,468.66 124,468.66 329,147.36 796,383.98 36.29 Total WASTEWATER CIP 1,250,000.00 124,468.66 124,468.66 329,147.36 796.383.98 36.29 Grand Total 1,250,000.00 124,468.66 124.468.66 329,147.36 796,383.98 36.29 Page: 2 U.> Lt->e-I actatA-.:,3 (3 Stantec EM To City of Renton Mike Benoit Wastewater Utility 5th Floor, City Hall 1055 Grady Way S. Renton WA 98055 United States -/5-tao INVOICE 116166019150 , Page i of 4 Invoice Number 1009198 Invoice Date February 5, 2016 Customer Number 110474 Project Number 2002003609 Please Remit To Stantec Consulting Services Inc. (SCSI) 13980 Collections Center Drive Chicago IL 60693 United States Federal Tax ID 11-2167170 Project Description: Talbot Hill Sewer Relocation - Design & Bidding Services Stantec Project Manager. Waligorski, Erik J Stantec Office Location: Bellevue WA Current Invoice Due: $31,324.63 For Period Ending: January 29, 2016 Due on Receipt INVOICE Top Task 200 Project Management Professional Services Billing Level Project Manager Brodahl, Erik L Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorsk', Erik J Professional Services Subtotal Page 2 of 4 Invoice Number 1009198 Project Number 2002003609 Current Date Hours Rate Amount 01/28/16 0.50 203.08 101.54 01 /04/ 16 0.50 210.82 105.41 01 /05/ 16 1.00 210.82 210.82 01 /22/ 16 1.00 210.82 210.82 01 /25/ 16 1.00 210.82 210.82 01/28/16 1.00 210.82 210.82 5.00 1,050.23 5.00 1,050.23 Top Task 200 Total 1,050.23 Top Task 201 Geotechnical Investigation Professional Services Billing Level Current Date Hours Race Amount Engineering Geologist Haberman, Phillip Anthony (Phil) 01/05/16 4.00 163.11 652.44 Haberman, Phillip Anthony (Phil) 01/06/16 4.00 163.11 652.44 Haberman, Phillip Anthony (Phil) 01/07/16 4.00 163.11 652.44 Haberman, Phillip Anthony (Phil) 01111116 3.00 163.11 489.33 Haberman, Phillip Anthony (Phl) 01/12/16 3.00 163.11 489.33 Professional Services Subtotal 18.00 2,935.98 2,935.98 Top Task 201 Total 2,935.98 Top Task 202 Design Professional Services INVOICE Page 3 of 4 Invoice Number 1009198 Project Number 2002003609 Billing level Current Date Hours Rate Amount ErF/Sr Designer Ard, Stephanie Marie 01107116 0.25 102.54 25.64 Ard, Stephanie Marie 01 /12/16 3.00 102.54 307.62 Ard, Stephanie Marie 01 /15/16 3.00 102.54 307.62 Ard, Stephanie Marie 01/19/16 3.00 102.54 307.62 Ard, Stephanie Marie 01 /21 / 16 4.00 102.54 410.16 Ard, Stephanie Marie 01/22/16 4.50 102.54 461.43 Ard, Stephanie Marie 01/25/16 2.00 102.54 205.08 Ard, Stephanie Marie 01/27/16 3.75 102.54 384.53 Ard, Stephanie Marie 01/28/16 4.00 102.54 410.16 Mehall, Caitlin 01 /12/16 1.00 95.04 95.04 Mehall, Caitlin 01 /13/16 5.00 95.04 475.20 Meholl, Caitlin 01/14/16 0.50 95.04 47.52 Mehall, Caitlin 01118116 4.00 95.04 380.16 Mehall, Caitlin 01/19/16 3.00 95.04 285.12 Mehall, Caitlin 01 /21 /16 2.00 95.04 190.08 Mehall, Caitlin 01/22/16 2.50 95.04 237.60 Mehall, Caitlin 01/25/16 2.50 95.04 237.60 Mehall, Caitlin 01 /26/16 2.50 95.04 237.60 Mehall, Caitlin 01/28/16 0.50 95.04 47.52 51.00 5,053.30 Project Manager Brodahl, Erik L 01111116 0.25 203.08 50.77 Brodahl, Edk L 01 /12/16 2.50 203.08 507.70 Brodahl, Erik L 01 /21 /16 1.00 203.08 203.08 Brodahl, Erik L 01/22/16 3.50 203.08 710.78 Waligorski, Erik J 01104116 1.50 210.82 316.23 Waligorski, Erik J 01 /05/16 2.50 210.82 527.05 Waligorski, Erik J 01106116 3.50 210.82 737.87 Waligorski, Erik J 01107116 2.50 210.82 527.05 Waligorski, Erik J 01 /1 1 /16 0.50 210.82 105.41 Waligorski, Erik J 01 /12/16 4.50 210.82 948.69 Waligorski, Erik J 01 /13/16 1.00 210.82 210.82 Waligorski, Edk J 01 /14/16 2.00 210.82 421.64 Waligorski, Edk J O1/15/16 3.00 210.82 632.46 Waligorski, Edk J 01/19/16 1.00 210.82 210.82 Waligorski, Edk J O1/20/16 4.00 210.82 843.28 Waligorski, EdkJ O1/21/16 4.00 210.82 843.28 Waligorski, Erik 01/22/16 3.50 210.82 737.87 Waligorski, Erik J O1/26/16 1.00 210.82 210.82 Waligorski, Erik J O1/27/16 1.00 210.82 210.82 Waligorski, Edk J 01/28/16 1.00 210.82 210.82 43.75 9,167.26 Project Surveyor Lemosa, Michael J (Mike) 01/21/16 1.00 156.95 156.95 INVOICE Professional Services Subtotal Subconsuffants Direct - Subconsultant Fees Stoheli Trenchless Consuttants 15-219 Subconsuffants Subtotal Invoice Number Project Number 1.00 95.75 Date Cost % 12/17/15 11,520.55 10.00 Page 4 of 4 1009198 2002003609 156.95 14,377.51 Current Amount 12, 672.61 12,672.61 Usages Current Amount Usage - Computer 01/12/16 30.00 01/15/16 30.00 01/19/16 30.00 01/21/16 45.00 01/22/16 45.00 01/25/16 20.00 01/27/16 37.50 01/28/16 40.00 Usages Subtotal 277.50 Disbursements Current Amount Direct - Vehicle (mileage) 10.80 Disbursements Subtotal 10.80 Top Task 202 Total 27,338.42 Total Fees & Disbursements $31,324.63 INVOICE TOTAL (USD) $31,324.63 STAHELI Trenchless Consultants Bill To 5405 196th St. SW Lynnwood WA 98036 425-205-4930 Stantec Consulting Services, Inc. 11130 NE 33rd PIace, Suite 200 Bellevue WA 98004-1465 coder: rebecca saur Invoice Date Invoice # 12/171'2015 15-219 Budget Amount Previously Invoiced This Invoice Invoiced to Date Percent Invoiced $43,507.20 $21,577.50 $11,520.55 $33,099.05 76% Item Description Quantity Rate Amount Professional Services 11.162015 - 12.15.2015 Owner. City of Renton Project Talbot Hill Sewer Relocation (SR 167 lC/DC) Principal Kim Staheli - Principal Engineer 12 215.00 2,580.00 Project Engineer I Matt Olson - Project Engineer 50.5 135.00 6,817.50 Principal Engineer... Brad Moore - Principal Engineer 9 205.00 1,945.00 Staff Engineer Dylan Davidson - Staff Engineer 2.25 120.00 270.00 Mileage Projectmeeting 10.30.2015 14 0S75 8.05 Total $11,520.55 Payments/Credits $0.00 Balance Due $11,520.55 (3 Stantec Stantec Consulting Services, Inc. 11130 NE 33,d Place, Suite 200 Bellevue, WA 98004 425.869.9448 To: Mike Benoit City of Renton - Utility Systems Division Copies: Dave Christensen, Erik Brodahl, File From: Erik Waligorski, PE Stantec Consulting - Bellevue Date: February 5, 2016 Reference: Talbot Hill Sewer Relocation SR 167 IC/DC Project (Design & Bidding Services) - Monthly Progress Report The agreement between the City of Renton and Stantec for the Talbot Hill Sewer Relocation (Design & Bidding Services) was executed on May 20, 2015. Protect Status and Tasks Completed Design The 90% design was completed and submitted to both the City and WSDOT. A design review meeting was held with the City on January 121n. A follow up meeting was held with WSDOT on January 22nd. We are currently working on making modifications to the plans and specifications based on the comments received. A final coordination with the City, WSDOT and BP was held on February 31d. We are working on final plans and plan to have the project ready for advertisement in early March. Outstanding Issues There are no outstanding issues at this time. Project Schedule We are working on the final plans and specifications and plan to have the project ready to advertise in early March. Project Budget Status Refer to the attached spreadsheet entitled "Monthly Progress Report —Budget" for services for the month of January 2016. Design with community in mind ew v:120021actwe12002003609%management%status\monthly status repor _020516 dos City of Renton Talbot Hill Sewer Relocation - SR 167 IC/DC Project Design & Bidding Services Stantec Consulting Services Inc. Monthly Progress Report --Budget Status For Month of: Jan-16 Task No. Phase No. Description Percent Complete (+/-) Percent Spent Original Budget Total Services Jan 2016' Total Invoices To -Date Budget Remaining 1 200 Project Management 60% 31% $ 34,500 $ 1,050.23 $ 10,595.91 $ 23,904.09 2 201 Geotechnical Investigation 90% 75% $ 54,300 $ 2,935.98 $ 40,844.34 $ 13,455.66 3 202 Design 80% 46% S 281,400 $ 27,338.42 $ 130,321.83 $ 151.078.17 4 203 1 Bidding Services 1 0% 0% $ 16,000 $ - $ - $ 16,000.00 Totals 76% 47% S 386,200 $ 31,324.63 $ 181,762.08 $ 204,437.92 Notes: 1) For services completed through the month prior to the billing month (e.g. Nov services billed in Dec). Print Date: 2/5/2016 V:12002\active\2002003609\management\status\monthly budget statusJan 2016_020516.xls a dLl (3 Stantec Bm To City of Renton Mike Benoit Wastewater Utility 5th Floor, City Hall 1055 Grady Way S. Renton WA 98055 United States INVOICE Invoice Number Invoice Date Customer Number Project Number Page 1 of 4 1020129 March 4, 2016 110474 2002003609 Please Remit To Stantec Consulting Services Inc. (SCSI) 13980 Collecfions Center Drive Chicago IL 60693 United States Federal Tax ID 11-2167170 Project Description: Talbot Hill Sewer Relocation - Design & Bidding Services Stantec Project Manager. Waligorski, Erik J Stantec Office location: Bellevue WA Current Invoice Due: $23,948.77 For Period Ending: February 26, 2016 Due on Receipt INVOICE Page 2 of 4 Invoice Number 1020129 Project Number 2002003609 Top Task 200 Project Management Professional Services Billing Level Current Dote Hours Rate Amount Administrative Lead Sour, Rebecca Catherine 02/04/16 0.25 136.91 34.23 0.25 34.23 Project Manager Brodahl, Erik L 02/18/16 1.25 210.18 262.73 Waligorski, Erik J 02/03/16 1.00 218.19 218.19 Waligorski, Erik J 02/05/16 1.50 218.19 327.29 Waligorski, Erik J 02/17/16 4.00 218.19 872.76 Waligorski, Erik J 02/22/16 1.50 218.19 327.29 9.25 2,008.26 Professional Services Subtotal 9.50 2,042.49 Top Task 200 Total 2,042.49 Top Task 202 Design Professional Services Billing Level Current Date Hours Rate Amount Administrative Lead Sour, Rebecca Catherine 02/16/16 1.75 136.91 239.59 1.75 239.59 CAD Gardner, Brenda Lee 02/10/16 0.25 107.57 26.89 Gardner, Brenda Lee 02/12/16 0.75 107.57 80.68 Gardner, Brenda Lee 02/19/16 0.50 107.57 53.79 1.50 161.36 Eff/Sr Designer Ard, Stephanie Marie 02/03/16 5.00 108.17 540.85 Ard, Stephanie Marie 02/04/16 6.00 108.17 649.02 Ard, Stephanie Marie 02/05/16 4.00 108.17 432.68 Ard, Stephanie Marie 02/08/16 4.50 108.17 486.77 Ard, Stephanie Marie 02/09/ 16 5.50 108.17 594.94 INVOICE Page 3 of 4 Invoice Number 1020129 Project Number 2002003609 Ard, Stephanie Marie 02/10/16 5.25 108.17 567.89 Ard, Stephanie Marie 02/1 1/16 0.50 108.17 54.09 Ard, Stephanie Marie 02/12/16 1.25 108.17 135.21 Ard, Stephanie Marie 02/16/16 5.25 108.17 567.89 Ard, Stephanie Marie 02/17/16 1.00 108.17 108.17 Ard, Stephanie Marie 02/18/16 3.50 108.17 378.60 Ard, Stephanie Marie 02/19/16 1.00 108.17 108.17 Ard, Stephanie Marie 02/22/16 3.50 108.17 378.60 Ard, Stephanie Marie 02/24/16 6.00 108.17 649.02 Ard, Stephanie Marie 02/25/16 2.00 108.17 216.34 Ard, Stephanie Marie 02/26/16 2.50 108.17 270.43 Mehall, Caitlin T 02/08/16 2.50 95.04 237.60 Mehall, Coitlin T 02/10/16 3.50 95.04 332.64 Mehall, Coitlin T 02/11/16 2.00 95.04 190.08 Meholl, Caiflin T 02/12/16 7.50 95.04 712.80 Mehall, Caitlin T 02/16/16 7.25 95.04 689.04 Mehall, Caitlin T 02/17/16 5.50 95.04 522.72 Mehall, Caitlin T 02/18/16 3.50 95.04 332.64 Mehall, Caitlin T 02/19/16 4.00 95.04 380.16 Mehall, Caitlin T 02/22/16 3.25 95.04 308.88 95.75 9,845.23 Project Manager Brodahl, Erik L 02/03/16 2.50 210.18 525.45 Brodahl, Erik L 02/04/16 1.50 210.18 315.27 Brodahl, Erik L 02/05/16 0.25 210.18 52.55 Brodahl, Erik L 02/08/16 1.25 210.18 262.73 Brodahl, Erik L 02/09/16 1.25 210.18 262.73 Brodahl, Erik L 02/10/16 1.00 210.18 210.18 Brodahl, Erik L 02/22/16 1.50 210.18 315.27 Brodahl, Erik L 02/24/16 0.50 210.18 105.09 Brodahl, Erik L 02/25/16 0.50 210.18 105.09 Brodahl, Erik L 02/26/16 0.50 210.18 105.09 Waligorski, Erik J 02/01 /16 1.50 218.19 327.29 Waligorski, Erik J 02/02/16 0.50 218.19 109.10 Waligorski, Erik J 02/03/16 3.00 218.19 654.57 Waligorski, Erik J 02/04/16 2.00 218.19 436.38 Waligorski, Erik J 02/05/16 1.00 218.19 218.19 Waligorski, Erik J 02/08/16 0.50 218.19 109.10 Waligorski, Erik J 02/10/16 4.50 218.19 981.86 Waligorski, Erik J 02/11/16 3.00 218.19 654.57 Waligorski, Erik J 02/12/16 2.00 218.19 436.38 Waligorski, Erik J 02/16/16 2.00 218.19 436.38 Waligorski, Erik J 02/17/16 1.00 218.19 218.19 Waligorski, Erik J 02/18/16 2.50 218.19 545.48 Waligorski, Erik J 02/19/16 2.50 218,19 545.48 Waligorski, Erik J 02/22/16 1.00 218.19 218.19 Waligorski, Erik J 02/23/16 3.00 218.19 654.57 Waligorski, Erik J 02/24/16 2.50 218.19 545.48 Waligorski, Erik J 02/25/16 1.00 218.19 218.19 INVOICE Page 4 of 4 Invoice Number 1020129 Project Number 2002003609 44.25 9,568.85 Professional Services Subtotal 143.25 19,815.03 Subconsultants Date Cost % Current Amount Direct - Subconsultant Fees StaheTi Trenchless Consultants 01 /25/16 1,227.50 10.00 1,350.25 16-008 Subconsultants Subtotal 1,350.25 Usages Current Amount Usage - Computer 02/03/16 50.00 02/04/16 60.00 02/05/16 40.00 02/08/16 40.00 02/09/ 16 45.00 02/ 10/ 16 62.50 02/ 16/ 16 125.00 02/ 17/ 16 65.00 02/ 18/ 16 70.00 02/ 19/ 16 50.00 02/22/ 16 10.00 02/24/16 60.00 02/25/16 20.00 02/26/16 30.00 Usages Subtotal Disbursements Direct - Vehicle (mileage) 727.50 Current Amount 13.50 Disbursements Subtotal 13.50 Top Task 202 Total 21,906.28 Total Fees & Disbursements $23,948.77 INVOICE TOTAL (USD) $23,948.77 STAHELI Trenchless Consultants Bill To 5405 196th St. SW Lynnwood WA 98036 425-2054930 Stantec Consulting Services, Inc. 11130 NE 33rd Place, Suite 200 Bellevue WA 98004-1465 coder: rebecca saur Invoice Date Invoice # W52016 16-008 Budget Amount Previously Invoiced This Invoice Invoiced to Date Percent Invoiced $43,507.20 $33,098.05 $1,227.50 $34,325.55 79% Item Description Quantity Rate Amount Professional Services 12.16.2015 - 01.15.2016 Owner. City of Renton Project Talbot Hill Sewer Relocation (SR 167 IC/DC) Project Engineer I Matt Olson - Project Engineer 7-5 135.00 1,012.50 Principal Kim Staheli - Principal Engineer 1 215.00 215.00 Total $1,227.50 Payments/Credits $0 00 Balance Due $1,227.50 (3 Stantec Stantec Consulting Services, Inc. 11130 NE 331d Place, Suite 200 Bellevue, WA 98004 425.869.9448 To: Mike Benoit City of Renton - Utility Systems Division Copies: Dave Christensen, Erik Brodahl, File Memo From: Erik Waligorski, P Stantec Consult ng �-Bellevue Date: March 7, 2016 Reference: Talbot Hill Sewer Relocation SR 167 IC/DC Project (Design & Bidding Services) - Monthly Progress Report The agreement between the City of Renton and Stantec for the Talbot Hill Sewer Relocation (Design & Bidding Services) was executed on May 20, 2015. Project Status and Tasks Completed Design We are currently working our way to final design plans and specifications. Our intention is to have a set of final review drawings to the City and WSDOT next Monday. That is dependent on receiving control point information from WSDOT. We are also working on minor specification modifications for noise mitigation and trench safety. A coordination meeting is scheduled for Thursday with WSDOT, the City and BP. Other issues may arise from that meeting that could affect our intended deadline. Outstandina Issues We are in need of the control point information from WSDOT so that we can complete our final design drawings and survey information. Project Schedule We are working on the final plans and specifications and plan to have the project ready to advertise this month. Project Budget Status Refer to the attached spreadsheet entitled "Monthly Progress Report —Budget" for services for the month of February 2016, Design with community in mind ow v1200Z1activeV20020036094nanagemenllslatuslmonthly status report 03C716.docx City of Renton Talbot Hill Sewer Relocation - SR 167 IC/DC Project Design & Bidding Services Stantec Consulting Services Inc. Monthly Progress Report --Budget Status For Month of: Feb-16 Task No. Phase No. Description Percent Complete (+/-) Percent Spent Original Budget Total Services Feb 20161 Total Invoices To -Date Budget Remaining 1 200 Project Management 70% 37% $ 34,500 $ 2,042.49 $ 12,638.40 $ 21,861.60 2 201 Geotechnical Investigation 95% 75% $ 54,300 $ - $ 40,844.34 $ 13,455.66 3 202 Design 85% 54% $ 281,400 $ 21,906.28 $ 152,228.11 $ 129,171.89 4 203 i Bidding Services 1 0% 0% $ 16,000 S - $ - $ 16,000.00 Totals 82% 53% $ 386,200 $ 23,948.77 $ 205,710.85 $ 180,489.15 Notes: 1) For services completed through the month prior to the billing month (e.g. Nov services billed in Dec). Print Date: 3/4/2016 V:\2002\active\2002003609\management\status\monthly budget status_feb 2016_030416.xis ® Stantec Bill To City of Renton Mike Benoit Wastewater Utility 5th Floor, City Hall 1055 Grady Way S. Renton WA 98055 United States 0-#4cq- !S tao tNwo tg5o INVOICE Page 1 of 6 Invoice Number 1033185 Invoice Date April 8, 2016 Customer Number 110474 Project Number 2002003609 Please Remit To Stantec Consulting Services Inc. (SCSI) 13980 Collections Center Drive Chicago IL 60693 United States Federal Tax ID 11-2167170 t I Project Description: Talbot Hill Sewer Relocation -Design 8, Bidding Services R �: C �, E "VI E L.D, Stantec Project Manager: Waligorski, Erik J APR - 1 2016 Stantec Office Location: Bellevue WA CITY 0;= R E hdTG''1 Current Invoice Due: $35,638.38 For Period Ending: April 1, 2016 JT1 L I TY `v,Y S T-E I'A 7 Due on Receipt INVOICE Invoice Number Project Number Top Task 200 Project Management Professional Services Billing Level Date Hours Rate Administrative Otiegbe, Rachael Marie 03/16/16 0.25 53.50 0.25 Administrative Lead Sour, Rebecca Catherine 02/29/16 0.25 136.91 0.25 Project Manager Waligorski, Erik J 03/01 /16 1.00 218.19 Waligorski, Erik J 03/02/16 1.00 218.19 Waligorski, Erik J 03/04/16 0.50 218.19 Waligorski, Erik J 03/07/16 0.50 218.19 Waligorski, Erik J 03/30/16 2.00 218.19 Waligorski, Erik J 03/31/16 1.00 218.19 6.00 Professional Services Subtotal 6.50 Page 2 of 6 1033185 2002003609 Current Amount 13.38 13.38 34.23 34.23 218.19 218,19 109.10 109.10 436.38 218.19 1,309.15 1,356.76 Top Task 200 Total 1,356.76 Top Task 202 Design Professional Services Billing Level Current Date Hours Rate Amount Administrative Lead Sour, Rebecca Catherine 02/29/16 0.25 136.91 34.23 Sour, Rebecca Catherine 03/14/16 1.25 136.91 171.14 Sour, Rebecca Catherine 03/17/16 0.75 136.91 102.68 Sour, Rebecca Catherine 03/22/16 0.25 136.91 34.23 2.50 342.28 Engineer II Wolf, Brian P 03/14/16 0.50 136.81 68.41 0.50 68.41 INVOICE Page 3 of 6 Invoice Number 1033185 Project Number 2002003609 EIT/Sr Designer Ard, Stephanie Marie 02/29/16 7.50 108.17 811.28 Ard, Stephanie Marie 03/01 /16 5.25 108.17 567.89 Ard, Stephanie Marie 03/02/16 5.00 108.17 540.85 Ard, Stephanie Marie 03/04/16 0.75 108.17 81.13 Ard, Stephanie Marie 03/07/16 2.00 108.17 216.34 Ard, Stephanie Marie 03/08/16 6.25 108.17 676.06 Ard, Stephanie Marie 03/09/16 7.75 108.17 838.32 Ard, Stephanie Marie 03/10/16 3.00 108.17 324.51 Ard, Stephanie Marie 03/1 1 /16 7.00 108.17 757.19 Ard, Stephanie Marie 03/14/16 7.25 108.17 784.23 Ard, Stephanie Marie 03/15/16 6.75 108.17 730.15 Ard, Stephanie Marie 03/16/16 5.50 108.17 594.94 Ard, Stephanie Marie 03/17/16 0.75 108.17 81.13 Ard, Stephanie Marie 03/18/16 3.00 108.17 324.51 Ard, Stephanie Marie 03/21 / 16 2.00 108.17 216.34 Ard, Stephanie Marie 03/22/16 3.00 108.17 324.51 Ard, Stephanie Marie 03/24/16 4.25 108.17 459.72 Ard, Stephanie Marie 03/25/16 1.50 108.17 162.26 Mehall, Caitlin T 02/29/16 0.50 100.50 50.25 Mehall, Caitlin T 03/01 /16 0.50 100.50 50.25 Mehall, Caitlin T 03/07/16 1.00 100.50 100.50 Mehall, Caitlin T 03/08/16 3.00 100.50 301.50 Mehall, Caitlin T 03/09/16 5.50 100.50 552.75 Mehall, Caitlin T 03/10/16 0.50 100.50 50.25 89.50 9,596.86 Project Manager Brodahl, Erik L 02/29/16 1.75 210.18 367.82 Brodahl, Erik L 03/02/16 0.25 210.18 52.55 Brodahl, Erik L 03/07/16 6.25 210.18 1,313.63 Brodahl, Erik L 03/08/16 1.25 210.18 262.73 Brodahl, Erik L 03/09/16 5.50 210.18 1,155.99 Brodahl, Erik L 03/10/16 3.25 210.18 683.09 Brodahl, Erik L 03/11/16 0.50 210.18 105.09 Brodahl, Erik L 03/14/16 1.00 210.18 210.18 Brodahl, Erik L 03/15/16 0.75 210.18 157.64 Brodahl, Erik L 03/16/16 3.00 210.18 630.54 Brodahl, Erik L 03/17/16 0.25 2W.18 52.55 Brodahl, Erik L 03/18/16 0.75 210.18 157.64 Brodahl, Erik L 03/28/16 1.00 210.18 210.18 Brodahl, Erik L 03/29/16 1.00 210.18 210.18 Brodahl, Erik L 03/30/16 0.75 210.18 157.64 Brodahl, Erik L 03/31 /16 0.25 210.18 52.55 Waligorski, Erik J 02/29/16 4.00 218.19 872.76 Waligorski, Erik J 03/01/16 3.00 218.19 654.57 Waligorski, Erik J 03/02/16 2.50 218.19 545.48 Waligorski, Erik J 03/04/16 3.00 218.19 654.57 Waligorski, Erik J 03/07/16 1.50 218.19 327.29 Waligorski, Erik J 03/08/16 4.50 218.19 981.86 INVOICE Page 4 of 6 Invoice Number 1033185 Project Number 2002003609 Waligorski, Erik J 03/09/16 4.50 218.19 981.86 Waligorski, Erik J 03/10/16 5.50 218.19 1,200.05 Waligorski, Erik J 03/11 /16 1.00 218.19 218.19 Waligorski, Erik J 03/14/16 4.00 218.19 872.76 Waligorski, Erik J 03/15/16 2.00 218.19 436.38 Waligorski, Erik J 03/16/16 3.00 218.19 654.57 Waligorski, Erik J 03/17/16 1.50 218.19 327.29 67.50 14,507.63 Project Surveyor Lemasa, Michael J (Mike) 03/10/16 1.25 160.87 201.09 Lemasa, Michael J (Mike) 03/14/16 2.00 160.87 321.74 Lemasa, Michael J (Mike) 03/17/16 0.50 160.87 80.44 3.75 603.27 Professional Services Subtotal 163.75 25,118.45 Subconsultonts Date Cost % Current Amount Direct - Subconsultant Fees Staheli Trenchless Consultants 02/24/16 4,130.00 10.00 4,543.00 16-029 Subconsultants Subtotal 4,543.00 Usages Current Amount Usage - Computer 02/29/ 16 75.00 03/01/16 52.50 03/02/16 50.00 03/04/16 7.50 03/07/16 20.00 03/08/16 62.50 03/09/ 16 137.50 03/10/16 30.00 03/11/16 75.00 03/14/16 75.00 03/15/16 65.00 03/16/16 75.00 03/17/16 7.50 03/18/16 30.00 03/21/16 20.00 03/22/16 30.00 03/24/16 42.50 03/25/16 15.00 03/29/16 7.50 INVOICE Page 5 of 6 Invoice Number 1033185 Project Number 2002003609 Usages Subtotal 877.50 pisbursements Current Amount Direct - Vehicle (mileage) 31.32 Disbursements Subtotal 31.32 Top Task 202 Total 30,570.27 Top Task 203 Professional Services Billing Level EIT/Sr Designer Ard, Stephanie Marie Ard, Stephanie Marie Project Manager Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Usages Usage - Computer 03/22/16 03/28/16 03/29/16 Bidding Services Professional Services Subtotal Usages Subtotal Date Hours Rate 03/28/16 03/29/16 03/21/16 03/22/16 03/24/16 03/25/16 03/28/16 03/29/16 03/30/16 03/31/16 1.00 108.17 0.75 108.17 1.75 0.50 210.18 1.25 210.18 3.50 210.18 0.50 210.18 2.00 218.19 3.50 218.19 2.50 218.19 2.50 218.19 16.25 18.00 Current Amount 108.17 81.13 189.30 105.09 262.73 735.63 105.09 436.38 763.67 545.48 545.48 3,499.55 3,688.85 Current Amount 5.00 10.00 7.50 22.50 INVOICE Page 6 of 6 Invoice Number 1033185 Project Number 2002003609 Top Task 203 Total 3,711.3 Total Fees & Disbursements $35,638.38 INVOICE TOTAL (USD) $35,638.38 coder: rebecca saur STAHELI Trenchless Consultants Bill To 5405 196th St. SW Lynnwood WA 98036 425-205-4930 Stantec Consulting Services, Inc. 11130 NE 33rd Place, Suite 200 Bellevue WA 98004-1465 Invoice Date Invoice # 2'24 2016 16-029 Budget Amount Previously Invoiced This Invoice Invoiced to Date Percent Invoiced $43,507.20 $34,325.55 $4,130.00 $38,455.55 88010 Item Description Quantity Rate Amount Professional Services 01.16.2016 - 02.15.2016 Owner. City of Renton Project: Talbot Hill Sewer Relocation (SR 167 IC/DC) Project Engineer I Matt Olson - Project Engineer 19 135.00 2,565.00 Principal Kim Staheli - Principal Engineer 7 215.00 1,505.00 Staff Engineer Dylan Davidson - Staff Engineer 0.> 120.00 60.00 Total $4,130.00 Payments/Credits $0.00 Balance Due $4,130.00 (3 Stantec Stontec Consulting Services, Inc. 11 130 NE 33'd Place, Suite 200 Bellevue, WA 98004 425.869.9448 To: Mike Benoit City of Renton - Utility Systems Division Copies: Dave Christensen, Erik Brodahl, File Memo From: Erik Waligorski, PE.� Stantec Consulting - Bellevue Date: April 11, 2016 Reference: Talbot Hill Sewer Relocation SR 167 IC/DC Project (Design & Bidding Services) - Monthly Progress Report The agreement between the City of Renton and Stantec for the Talbot Hill Sewer Relocation (Design & Bidding Services) was executed on May 20, 2015. Project Status and Tasks Completed Design The design has been completed and the project has been put out to bid. Bidding Services The project was advertised for bid on March 21" and 28") with an initial bid opening for April 5th. The bid was delayed one week to April 121h to allow for more bidder time. Stantec and Staheli have been assisting the City in responding to bidder questions. Outstanding Issues There are no outstanding issues at this time. Protect Schedule The project has been advertised for bid with a bid opening date set for April 12th Protect Budget Status Refer to the attached spreadsheet entitled "Monthly Progress Report —Budget" for services for the month of March 2016. Design with community in mind ew v:120021active120020036091managementlslatuslmcnthly status repor,_04' t 16 docx City of Renton Talbot Hill Sewer Relocation - SR 167 IC/DC Project Design & Bidding Services Stantec Consulting Services Inc. Monthly Progress Report --Budget Status For Month of: Mar-16 Task No. Phase No. Description Percent Complete (+/-) Percent Spent Original Budget Total Services Mar 2016' Total Invoices To -Date Budget Remaining 1 200 Project Management 80% 41% S 34,500 $ 1,356.76 $ 13,995.16 $ 20,504.84 2 201 Geotechnical Investigation 100% 75% $ 54,300 S - S 40,844.34 S 13,455.66 3 202 Design 95% 65% $ 281.400 $ 30,570.27 $ 182,798.38 S 98,601.62 4 1 203 Bidding Services 25% 23% $ 16,000 S 3,711.35 S 3,711.35 S 12,288.65 Totals 91% 62% $ 386,200 $ 35,638.38 S 241,349.23 S 144,850.77 Notes, 1) For services completed through the month prior to the billing month (e.g. Nov services billed in Dec). Print Date: 4/7/2016 V:\2002\active\2002003609\management\status\monthly budget status mar 2016_040716.xis (3 Stantec Bill To City of Renton Mike Benoit Wastewater Utility 5th Floor, City Hall 1055 Grady Way S. Renton WA 98055 United States C,+4($r-15--) as a cl 9 `"40 3 18 /oao 14 Sta INVOICE Page i of 3 Invoice Number 1045095 Invoice Date May 6, 2016 Customer Number 1 10474 Project Number 2002003609 Please Remit To Stontec Consulting Services Inc. (SCSI) 13980 Collections Center Drive Chicago IL 60693 United States Federal Tax ID 11-2167170 Project Description: Talbot Hill Sewer Relocation - Design & Bidding Services Stantec Project Manager. Wallgorski, Erik J Stantec Office location: Bellevue WA Current Invoice Due: $9,503.41 For Period Ending: April 29, 2016 Due on Receipt INVOICE Top Task 200 Project Management Professional Services Billing Level Administrative Lead Sour, Rebecca Catherine Project Manager Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Professional Services Subtotal Invoice Number Project Number Date Hours Rate 04/04/16 0.25 136.91 0.25 04/05/16 0.50 218.19 04/06/16 0.50 218.19 04/07/16 0.50 218.19 04/11/16 0.50 218.19 04/26/16 1.50 218.19 04/28/16 0.50 218.19 4.00 4.25 Page 2 of 3 1045095 2002003609 Current Amount 34.23 34.23 109.10 109.10 109.10 109,10 327.29 109.10 872.79 907.02 Top Task 200 Total 907.02 Top Task 203 Professional Services Billing level EIT/Sr Designer Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Project Manager Brodahl, Erik L Brodahl, Erik L Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Bidding Services Current Date Hours Rate Amount 04/04/16 0.50 108.17 54.09 04/05/16 0.50 108.17 54.09 04/07/ 16 1.50 108.17 162.26 04/08/16 0.50 108.17 54.09 04/18/16 0.25 108.17 27.04 04/19/16 0.50 108.17 54.09 3.75 405.66 04/12/16 0.25 210.18 52.55 04/14/16 0.50 210.18 105.09 04/04/16 1.00 218.19 218.19 04/05/16 1.00 218.19 218.19 04/06/16 3.50 218.19 763.67 Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J INVOICE Professional Services Subtotal Subconsultants Direct - Subconsultant Fees Staheli Trenchless Consultants 16-041 Subconsultants Subtotal Usages Usage - Computer 04/19/16 Usages Subtotal Invoice Number Project Number 04/11/16 3.00 218.19 04/18/16 2.50 218.19 04/19/16 1.50 218.19 04/25/16 2.00 218.19 04/26/16 1.00 218.19 16.25 20.00 Date Cost % 03/31/16 4,223.75 10.00 Page 3 of 3 1045095 2002003609 654.57 545.48 327.29 436.38 218.19 3,539.60 3,945.26 Current Amount 4,646.13 4,646.13 Current Amount 5.00 5.00 Top Task 203 Total s,596.39 Total Fees & Disbursements $9,503.41 INVOICE TOTAL (USD) $9,503.41 coder: rebecca saur STAHELI Trenchless Consultants Bill To 5405 196th St. SW Lynnwood WA 98036 425-205-4930 Stantec Consulting Services, Inc. 11130 NE 33rd Place, Suite 200 Bellevue WA 98004-1465 Invoice Date Invoice 9 3/31 /2016 16-041 Budget Amount Previously Invoiced This Invoice Invoiced to Date Percent Invoiced $43,507.20 $38,455.55 S4223.75 $42,679.30 98% Item Description Quantity Rate Amount Professional Services 02.16.2016 - 03.152016 Owner. City of Renton Project: Talbot Hill Sewer Relocation (SR 167 IC/DC) Project Engineer I Matt Olson - Project Engineer 12.25 135.00 1,653.75 Principal Kim Stabeli - Principal Engineer 11 215.00 2,365.00 Principal Engineer... Brad Moore - Principal Engineer 1 205.00 205.00 Total $4,223.75 Payments/Credits SO 00 Balance Due 34,223.75 5 Stantec Stantec Consulting Services, Inc. 11 130 NE 33rd Place, Suite 200 Bellevue, WA 98004 425.869.9448 To: Mike Benoit City of Renton - Utility Systems Division Copies: Dave Christensen, Erik Brodahl, File Memo From: Erik Waligorski, PEA Stantec Consulting - Bellevue Date: May 11, 2016 Reference: Talbot Hill Sewer Relocation SR 167 IC/DC Project (Design & Bidding Services) - Monthly Progress Report The agreement between the City of Renton and Stantec for the Talbot Hill Sewer Relocation (Design & Bidding Services) was executed on May 20, 2015. Project Status and Tasks Completed Bidding Services The project was bid on April 121h with a low bidder of Scarsella Brothers. The contract has been awarded. Construction Services The contract has been awarded to Scarsella Brothers. Stantec is scheduled to attend several upcoming meetings. An environmental precon will be held with WSDOT on May 18th, an internal observation planning meeting on May 191h, and the actual preconstruction meeting on the 231d of May. Outstanding Issues There are no outstanding issues at this time. Project Schedule The project has been awarded and the preconstruction meeting is scheduled for May 23rd. Protect Budget Status Refer to the attached spreadsheet entitled "Monthly Progress Report —Budget" for services for the month of April 2016. Design with community in mind ew v:120021active120020036094naragementlstatus5monthly status repert_051116.docx City of Renton Talbot Hill Sewer Relocation - SR 167 IC/DC Project Design & Bidding Services Stantec Consulting Services Inc. Monthly Progress Report --Budget Status For Month of: Apr-16 Task No. Phase No. Description Percent Complete (+/-) Percent Spent Original Budget Total Services Apr 2016' Total Invoices To -Date Budget Remaining 1 200 Project Management 100% 43% S 34,500 S 907.02 $ 14,902.18 S 19,597.82 2 201 Geotechnicallnvestigation 100% 75% $ 54,300 S - $ 40,844.34 $ 13,455.66 3 202 Desi n 100% 65% S 281,400 $ - $ 182,798.38 $ 98,601.62 4 203 Bidding Services 100% 77% S 16,000 S 8,596.39 $ 12,307.74 $ 3,692.26 Totals 100% 65% $ 386,200 S 9,503.41 $ 250,852.64 $ 135,347.36 Notes: 1) For services completed through the month prior to the billing month (e.g. Nov services billed in Dec). Print Date: 5/5/2016 V'\2002\active\2002003609\management\status\monthly budget status_mar 2016_050516.xis Denis Law Mayor July 7, 2016 City of �Y �. Public Works Department - Gregg Zimmerman, P. E., Administrator Ms. Lesly Chan WSDOT 600 108th Avenue NE, Suite 400 Bellevue, WA 98004 RE: SR 167 INTERCHANGE DIRECT CONNECTOR — TALBOT SEWER RELOCATION WSDOT AGREEMENT NUMBER UTB 1223 Dear Ms. Chan: In accordance with WSDOT Agreement UTB 1223, the City of Renton is requesting reimbursement for consultant costs by Stantec Consulting Services, in the amount of $22,892.96, for the Construction Services work performed May 1, 2016 through June 30, 2016, for the relocation of City -owned sanitary sewer mains on Talbot Hill. Also attached is our request for reimbursement for construction of the relocated sewer improvements by Scarsella Bros Inc. for June 1, 2016 through June 30, 2016 in the amount of $14,031.99. Attached is a copy of the invoices; a summary sheet from the City's invoice system showing payment made for each invoice; summary memos showing the breakdown of consultant and construction costs for the work performed; and two invoices. For your reference a copy of the pertinent portions of WSDOT Agreement 1223 is also attached. If you have any questions regarding this request for reimbursement, please contact me by phone at 425-430-7212 or by email at: dchristensen(cDrentonwa.gov. Sincerely, 2 hyr David M. Christensen Wastewater Utility Engineering Manager Attachments \\RVFPS-02\Depts\PW\File Sys\WWP - WasteWater\WWP-27-03812 Talbot Hill Sanitary Sewer Relocation\WSDOT\Talbot Hill WSDOT Reimbursement Letter 4 July 2016.doc\MABad Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov 0 Accounts Receivable Invoice D City of ;Y O gam `f 1055 South Grady Way / Renton, WA 98057 / (425) 430-6897 WA ST DOT ATTN: LESLY CHAN 600 108TH AVE NE - SUITE 400 BELLEVUE, WA 98004 AR Account No. 1256 Invoice No. 41972 Date 07/07/2016 Amount Due 22,892.96 Due Date 8/11/2016 Amount Enclosed Make Checks Payable to the CITY OF RENTON Please include your AR account number --------------------------------------------- When paying by check, detach and return the above with payment. --------------------------------------------- CITY OF RENTON DESCRIPTION AMOUNT SR 167 Interchanged Direct Connector - Talbot Sewer Relocation W SDOT Agreement UTB 1223 22,892.96 Reimbursement for the Design for the relocation of city -owned sanitary sewer mains on Talbot Hill. Grant Billing: 22892.96 Total Amount Due: 22,892.96 TO AVOID INTEREST AND/OR PENALTY CHARGES AR ACCOUNT N0. 1256 22,892.96 PLEASE REMIT PAYMENT BY DUE DATE Please Remit to: CITY OF RENTON ATTN: FINANCE / AR 1055 S. GRADY WAY RENTON, WA 98057 0 INVOICE REQUEST City of Renton Finance Department Date From Department Auth nation me & Si a ure) July 6, 2016 PW/Utility Systems Division/ _ Wastewater Utility Section Da Christen Customer Number Account Name Dept Contact/Phone 1256 Washington State DOT Dave Christensen, x7212 X Original Invoice ❑ Credit Memo Debit Memo For Invoice: Invoice Title SR 167 Interchanged Direct Connector — Talbot Sewer Relocation WSDOT Agreement UTB 1223 Description Amount Reimbursement for the Design for the relocation of city -owned $22,892.96 sanitary sewer mains on Talbot Hill, per WSDOT Agreement UTB 1223 Account Distribution Work Order/Function Amount 426.465506.018.334.03.60.000 $22,892.96 Talbot Hill Sewer Replacement WSDOT INVOICE TOTAL $22,892.96 Comments: Please return the invoice to Amber Druce, Utility Systems, for mailing with supporting documentation. Address: WSDOT Attn: Lesly Chan 600 108th Ave NE, Suite 400 Bellevue, WA 98004 Phone: 425-456-8526 Send completed form and all backup to Accounts Receivable, Sue Olson, ASD. ext. 6897 Stantec INVOICE Page 1 of 4 Invoice Number 1-1069541 Invoice Date July 5, 2016 Customer Number 110474 Project Number 2002003609 Bill To Please Remit To City of Renton Stantec Consulting Services Inc. (SCSI) Mike Benoit 13980 Collections Center Drive Wastewater Utility Chicago IL 60693 5th Floor, City Hall United States 1055 Grady Way S. Federal Tax ID Renton WA 98055 11-2167170 United States V K- INT Project Description: Talbot Hill Sewer Relocation - Design & Bidding Services JUL 0 6 �061 Stantec Project Manager: Woligorski, Erik J CITY OF RENTON Stantec Office Location: Bellevue WA UTILITY SYSTEMS Current Invoice Due: $15,750.67 For Period Ending: July 1, 2016 Due on Receipt INVOICE Invoice Number Project Number Page 2 of 4 1069541 2002003609 Top Task 300 Contruction PM Professional Services Billing Level Current Date Hours Rate Amount Director/Principal Hill, Gregory G 06/22/16 1.00 295.00 295.00 1.00 295.00 Engineering Geologist Haberman, Phillip Anthony (Phil) 06/02/16 2.00 166.36 332.72 Haberman, Phillip Anthony (Phil) 06/06/16 3.00 166.36 499.08 5.00 831.80 Project Manager Waligorski, Erik J 06/02/16 1.00 218.19 218.19 Waligorski, Erik J O6/03/16 0.50 218.19 109.10 Waligorski, Erik J 06/09/16 1.00 218.19 218.19 Waligorski, Erik J 06/13/16 0.50 218.19 109.10 3.00 654.58 Professional Services Subtotal 9.00 1,781.38 Top Task 300 Total 1,781.38 Top Task 301 Construction Support Professional Services Billing Level Current Date Hours Rate Amount Administrative Lead Sour, Rebecca Catherine 05/31/16 0.50 136.91 68.46 Sour, Rebecca Catherine 06/01/16 0.25 136.91 34.23 Sour, Rebecca Catherine 06/09/16 0.25 136.91 34.23 1.00 136.92 Engineering Geologist Haberman, Phillip Anthony (Phil) 06/23/16 4.00 166.36 665.44 4.00 665.44 Engineer II Wolf, Brian P 05/31/16 0.50 136.81 68.41 INVOICE Page 3 of 4 Invoice Number 1069541 Project Number 2002003609 0.50 68.41 EIT/Sr Designer Ard, Stephanie Marie 05/31 /16 2.50 108.17 270.43 Ard, Stephanie Marie 06/01 /16 1.00 108.17 108.17 Ard, Stephanie Marie 06/02/16 0.25 108.17 27.04 Ard, Stephanie Marie 06/03/16 0.25 108.17 27.04 Ard, Stephanie Marie 06/06/16 0.25 108.17 27.04 Ard, Stephanie Marie 06/07/16 0.50 108.17 54.09 Ard, Stephanie Marie 06/08/16 0.50 108.17 54.09 Ard, Stephanie Marie 06/09/16 1.50 108.17 162.26 Ard, Stephanie Marie 06/21 /16 1.50 108.17 162.26 Ard, Stephanie Marie 06/22/16 6.00 108.17 649.02 Ard, Stephanie Marie 06/23/16 2.00 108.17 216.34 Ard, Stephanie Marie 06/24/16 3.00 108.17 324.51 Ard, Stephanie Marie 06/27/16 0.50 108.17 54.09 Ard, Stephanie Marie 06/28/16 0.50 108.17 54.09 Ard, Stephanie Marie 06/29/16 4.00 108.17 432.68 Ard, Stephanie Marie 06/30/16 3.00 108.17 324.51 Ard, Stephanie Marie 07/01/16 4.00 108.17 432.68 31.25 3,380.34 Project Manager Brodahl, Erik L 05/31 /16 0.50 210.18 105.09 Brodahl, Erik L 06/01/16 1.50 210.18 315.27 Brodahl, Erik L 06/02/16 0.25 210.18 52.55 Brodahl, Erik L 06/03/16 0.25 210.18 52.55 Brodahl, Erik L 06/15/16 0.25 210.18 52.55 Brodahl, Erik L O6116116 0.25 210.18 52.55 Brodahl, Erik L 06/17/16 0.25 210.18 52.55 Brodahl, Erik L 06/20/16 1.00 210.18 210.18 Brodahl, Erik L 06/21/16 2.50 210.18 525.45 Brodahl, Erik L 06/22/16 3.75 210.18 788.18 Brodahl, Erik L O6/23/16 2.50 210.18 525.45 Brodahl, Erik L 06/24/16 2.50 210.18 525.45 Brodahl, Erik L 06/27/16 0.50 210.18 105.09 Brodahl, Erik L 06/28/16 0.75 210.18 157.64 Brodahl, Erik L O6/29/16 0.50 210.18 105.09 Brodahl, Erik L 06/30/16 1.50 210.18 315.27 Brodahl, Erik L 07101116 0.50 210.18 105.09 Waligorski, Erik J 05/31/16 1.50 218.19 327.29 Waligorski, Erik J 06/01 /16 3.00 218.19 654.57 Waligorski, Erik J 06/02/16 0.50 218.19 109.10 Waligorski, Erik J 06/03/16 1.50 218.19 327.29 Waligorski, Erik J 06/06/16 1.50 218.19 327.29 Waligorski, Erik J 06/08/16 1.00 218.19 218.19 Waligorski, Erik J 06/09/16 4.00 218.19 872.76 Waligorski, Erik J 06/13/16 1.00 218.19 218.19 33.25 7,100.68 INVOICE Professional Services Subtotal Invoice Number Project Number 70.00 Page 4 of 4 1069541 2002003609 11,351.79 Subconsultants Date Cost % Current Amount Direct - Subconsultant Fees Staheli Trenchless Consultants 06/06/16 2,280.00 10.00 2,508.00 16-056 Subconsultants Subtotal 2,508.00 Usages Current Amount Usage - Computer 05/31 / 16 25.00 06/01 /16 10.00 06/21/16 10.00 06/22/16 15.00 06/23/ 16 5.00 06/24/16 12.50 06/29/16 5•00 Usages Subtotal 82.50 Disbursements Current Amount Direct - Vehicle (mileage) 27.00 Disbursements Subtotal 27.00 Top Task 301 Total 13,969.29 Total Fees 8. Disbursements $15,750.67 INVOICE TOTAL (USD) $15,750.67 coder: rebecca saur STAHELI Trenchless Consultants Bill To 5405 196th St. SW Lynnwood WA 98036 425-205-4930 Stantec Consulting Services, Inc. 11130 NE 33rd Place, Suite 200 Bellevue WA 98004-1465 Invoice Date Invoice # 6/6/2016 16-056 Budget Amount Previously Invoiced This Invoice Invoiced to Date Percent Invoiced $119,137.89 $42,679.30 $2,280.00 $44,959.30 38% Item Description Quantity Rate Amount Professional Services 03.16.2016 - 05.15.2016 Owner: City of Renton Project: Talbot Hill Sewer Relocation (SR 167 IC/DC) Stantect Pipeline # 442007 Change Order No. 1 Principal Kim Stabeli - Principal Engineer 6 215.00 1,290.00 Project Engineer I Matt Olson - Project Engineer 6 135.00 810.00 Staff Engineer Dylan Davidson - Staff Engineer 1.5 120.00 180.00 Total $2,280.00 Payments/Credits $0.00 Balance Due $2,280.00 COLL=� 1 CAy-J5�1 av /$loan LgBa Stantec INVOICE Page 1 of 3 Invoice Number 1055890 Invoice Date June 3, 2016 Customer Number 110474 Project Number 2002003609 Bill To Please Remit To City of Renton Stantec Consulting Services Inc. (SCSI) Mike Benoit 13980 Collections Center Drive Wastewater Utility Chicago IL 60693 5th Floor, City Hall United States 1055 Grady Way S. Federal Tax ID Renton WA 98055 1 1-2167170 United States Project Description: Talbot Hill Sewer Relocation - Design & Bidding Services RECEIVED Stantec Project Manager. Waligorski, Erik J JUN U 6 Z016 Stantec Office Location: Bellevue WA Current Invoice Due: $7,142.29 CITY OF RENTON For Period Ending: May 27, 2016 n UTILITY SYST1=_f��5 Due on Receipt INVOICE Page 2 of 3 Invoice Number 1055890 Project Number 2002003609 Top Task 300 Contruction PM Professional Services Billing Level Current Date Hours Rate Amount Engineering Geologist Haberman, Phillip Anthony (Phil) 05/19/16 2.00 166.36 332.72 Haberman, Phillip Anthony (Phil) 05/23/16 3.00 166.36 499.08 Haberman, Phillip Anthony (Pha) 05/27/16 3.00 166.36 499.08 8.00 1,330.88 Project Manager Waligorski, Erik J 05/04/16 1.00 218.19 218.19 Waligorski, Erik J 05/05/16 0.50 218.19 109.10 Waligorski, Erik J 05/1 1 /16 0.50 218.19 109.10 Waligorski, Erik J 05/12/16 0.50 218.19 109.10 Waligorski. Erik J 05/16/16 1.00 218.19 218.19 3.50 763.68 Professional Services Subtotal 11.50 2,094.56 Top Task 300 Total 2,094.56 Top Task 301 Construction Support Professional Services Billing Level Date Hours Rate Current Amount Administrative Lead Sour, Rebecca Catherine 05/06/16 0.50 136.91 68.46 Sour, Rebecca Catherine 05/17/16 0.25 136.91 34.23 Sour, Rebecca Catherine 05/18/16 3.50 136.91 479.19 4.25 581.88 DT/Sr Designer Ard, Stephanie Marie 05/18/16 0.50 108.17 54.09 Ard, Stephanie Marie 05/19/16 3.00 108.17 324.51 Ard, Stephanie Marie 05/23/16 2.00 108.17 216.34 5.50 594.94 Project Manager Brodahl, Erik L 05/03/16 0.25 210.18 52.55 INVOICE Page 3 of 3 Invoice Number 1055890 Project Number 2002003609 05/06/16 1.50 218.19 327.29 Waligorski, Erik J 05/10/16 1.50 218.19 327.29 Waligorski, Erik J 05/17/16 1.50 218.19 327.29 Waligorski, Erik J 05/18/16 1.00 218.19 218.19 Waligorski. Erik J 05/19/16 2.00 218.19 436.38 Waligorski, Erik J 05/23/16 4.50 218.19 981.86 Waligorski, Erik J 05/24/16 2.50 218.19 545.48 Waligorski, Erik J 05/25/16 2.50 218.19 545.48 Waligorski, Erik J 05/26/16 0.50 218.19 109.10 Waligorski, Erik J 17.75 3,870.91 Professional Services Subtotal 27.50 5,047.73 5,047.73 Top Task 301 Total Total Fees & Disbursements $7.142.29 INVOICE TOTAL (USD) $7,142.29 Accounts Receivable Invoice _ sty Of AR Account No. 1256 .; 1055 South Grady Way / Renton, WA 98057 / (425) 430-6897 WA ST DOT ATTN: LESLY CHAN 600 108TH AVE NE - SUITE 400 BELLEVUE, WA 98004 Invoice No. 41971 Date 07/07/2016 Amount Due 14,031.99 Due Date 8/11/2016 Amount Enclosed Make Checks Payable to the CITY OF RENTON Please include your AR account number --------------------------------------------- When paying by check, detach and return the above with payment. --------------------------------------------- CITY OF RENTON DESCRIPTION AMOUNT SR 167 Interchanged Direct Connector - Talbot Sewer Relocation W SDOT Agreement UTB 1223 14,031.99 Reimbursement for the Design for the relocation of city -owned sanitary sewer mains on Talbot Hill. Grant Billing: 14031.99 Total Amount Due: 14,031.99 AR ACCOUNT NO. 1256 TO AVOID INTEREST AND/OR PENALTY CHARGES 14,031.99 PLEASE REMIT PAYMENT BY DUE DATE Please Remit to: CITY OF RENTON ATTN: FINANCE / AR 1055 S. GRADY WAY RENTON, WA 98057 INVOICE REQUEST City of Renton Finance Department Date From Department Aut ri atio ame Si nature) July 6, 2016 PW/Utility Systems Division/ Wastewater Utility Section Customer Number Account Name Dept Contact/Phone .256 Washington State DOT Dave Christensen, x7212 X Original Invoice I Credit Memo �0 Debit Memo For Invoice: Invoice Title SR 167 Interchanged Direct Connector —Talbot Sewer Relocation WSDOT Agreement UTB 1223 Description Amount Reimbursement for the Design for the relocation of city -owned $14,031.99 sanitary sewer mains on Talbot Hill, per WSDOT Agreement UTB 1223 Account Distribution Work Order/Function Amount 426.465506.018.334.03.60.000 $14,031.99 Talbot Hill Sewer Replacement WSDOT INVOICE TOTAL $14,031.99 Comments: Please return the invoice to Amber Druce, Utility Systems, for mailing with supporting documentation. Address: WSDOT Attn: Lesly Chan 600 108th Ave NE, Suite 400 Bellevue, WA 98004 Phone: 425-456-8526 Send completed form and all backup to Accounts Receivable, Sue Olson, ASD. ext. 6897 TO:. FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Scarsella Bros. Inc. �` CONTRACT NO. CAG-16-036 PO# 18/0001 ESTIMATE NO. 1 r IJ PROJECT: Talbot Hill Sewer Relocation - 1-405, SR 167 IC/DC Project 1. CONTRACTOR EARNINGS THIS ESTIMATE $12,814.60 2. SALES TAX (ONLY ON SCHED A ITEMS) @ 9.50% $1,217.39 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $14,031.99 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $0.00 5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $12,173.87 6. SUBTOTAL - CONTRACTOR PAYMENTS 7. RETAINAGE ON PREVIOUS EARNINGS 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE 9. SUBTOTAL - RETAINAGE 10. SALES TAX PREVIOUSLY PAID 11. SALES TAX DUE THIS ESTIMATE 12. SUBTOTAL - SALES TAX * (95% x LINE 1) ** (RETAINAGE: 5%) FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 426.465506.018.594.35.63.000 RETAINED AMOUNT (Line 8): ACCOUNT # 426.465506.018.594.35.63.000 CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION I, THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED, THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRI HEREIN, AND THAT THE CLAIM IS A JUST, DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON, AND THAT I AUTHORIZED TO AUTHENTICATE AND CERTIFY TO SAID AIM Signed: J $0.00 $640.73 $12,173.87 S640.73 $0.00 $1,217.39 $1,217.39 GRAND TOTAL: $14,031.99 $13,391.26 # 1 $640.73 # 1 TOTAL THIS ESTIMATE $13,391.26 $640.73 $14,031.99 Printed On: 07/01/2016 City of Renton Public Works Department Page 1 Printed On: 07/01/2016 City of Renton Public Works Department Page 1 Pro;eot. Talbot Hill Sewer Relocation - 1.405. SR 167 ICtDC Project Contract Numte• CA3-16-C-B Contractor Scarsella Bros Inc Pay Estimate 01'01/1900 Closing Date C6'302316 Item Description unit Est. Unit Previous Previous Th s Tr Tc'a Total No. Ouantiry Price Quantity Amount Quartity A, -co rt Q. alhty Amount 001 Mobilization 8 Demobilization Lump Sum 1 S250.000 00 000 SO 00 0,00 $0.00 0.00 SO 00 002 Trench Excavation Sa`ety Systems Lump Sum 1 S15.000.00 0 00 S0.00 0.00 S0.00 000 S0 OC 003 Construction, Surveying Staking, and As -Busts Lump Sum 1 S25.000 00 000 50.00 010 S2.500.00 010 $2,500 00 004 Traffic Control Lump Sum 1 S4000C 00 0.00 S0.00 O.GO $0 00 0.00 s0.00 005 Temporary Erosioa'Sedimentation Controls Lump Sum 1 S30.000.00 000 SO 00 0 15 S4,500 00 015 S4,500 00 006 Site Clearing and Grading Lump Sum 1 S23.500.00 0.00 S0.00 0 15 S3,525 00 0 15 S3.525 00 007. Furnish and Install 8-inch PVC Sewer Pipe Linear Foot 630 550 50 0.00 SO 00 0.00 S0.00 000 50 00 008. Furnish and Install 12-inch PVC Sewer Pipe Linear Fool 690 S85.00 000 S0.00 0.00 S0 00 0.00 S0.00 009 Furnish and Install 15-inch PVC Sewer Pipe Linear Foot 100 S115 00 0.00 S0.00 0 OC SO 00 000 S0.00 Furnish and Install 18-inch Steel Casing Pipe with 12-inch 010 PVC Carrier Pipe Linear Foot 70 5215.00 coo $0,00 000 $0 00 000 S0 00 Furnish and Install 36-inch Steel Casing Pipe with 15-inch 011 PVC Carrier Pipe (Open Cut Installation) Linear Foot 300 S300 00 0.00 SO.00 000 S0.00 000 50.00 012 HOD Trenchless Installation of 12-inch HOPE Sewer Pipe Lump Sum 1 $820,000.00 000 $0.00 000 $0.00 0.00 $0 00 013 Trenchless Installation of 36-inch Steel Casing Linear Foot 240 S800 00 000 s0.c0 0,00 SO 00 000 S0 00 Furnish and Install 15' PVC Carrier Pipe within Steel Casing 014 (Trenchless Irsta!Iw on) Linea, Foot 240 S70 CC C CO $0 00 coo SO CO C 00 SO 00 015 Television Inspection of Sanitary Sewers Linear Foot 3240 S4.50 000 SO 00 0.00 $0 00 0.00 SO.00 016. Launch and Reception Sha'ts Lump Sum 1 $790,000 00 0.00 $0.00 0,00 SO 00 0.00 50.00 Furnish and Install 48-inch Diem. Sanitary Sewer Manhole 017. w3h Flat Top Each 1 S4.500.00 0.00 S0.00 0.00 SO.00 0.00 S0.00 Furnish and Install 48-inch Diam.Saddte Manhole with Flat Ole Top Each 4 S4.625.00 0.00 S0.00 000 $0 00 000 S0.00 Furnish and Install 60-inch Diam. Sanitary Sewer Manhole 019 with Flat Top Each 3 $11,550,00 0,00 $0.00 0.00 S000 0.00 S0.00 Furnish and Install 60-inch Diam. Saddle Manhole with Flat 020. Top Each 1 510,300.00 0,00 S0.00 0.00 S0.00 0,00 S0.00 Furnish and Install 60-inch Diam. Drop Manhole with Flat 021, Top Each 2 S10,600.00 0.00 $0.00 CCO SO.00 0,00 50.00 022 Extend Existing / Install New 12-Inch Culvert Linear Foot 180 S42 40 0.00 SO.00 54.00 52.289.60 54.00 S2,289 60 023 Connect to Existing Sewer Manhole Each 8 S600.00 0.00 $0.00 0.00 S0.00 0.00 S0.00 024. Abandon Existing Sanitary Sewer Manhole Each 12 S800.00 0.00 S0.00 0.00 S0.00 0.00 S0.00 Adandon & Fill Existing Sanitary Sewer Main Over 10' 025. Diam. Linear Foot 1530 S1.0.00 0.00 SO.00 0.00 SO.00 coo SO.00 Removal and Replacement of Unsuitable Foundation 026. Material Ton 50 S65 00 0.00 SO.00 0.00 S0.00 0.00 $0.00 027. Select Imported Trench Backfill Ton 7000 S16.00 0.00 50.00 0.00 $0.00 0.00 $0.00 028. Imported Gravel Borrow For Fill Ton 7500 S19.25 0.00 $0 00 0.00 $0.00 0.00 S0.00 029 Crushed Surfacing Base Course for Gravel Road Ton 2500 $22,50 0.00 S0.00 0.00 $0.00 000 $0 00 Printed On: 07/01/2016 City of Renton Public Works Department Page 2 Project: Talbot H,II Sewer Relocation - 1-405 SR 167 IC DC Protect Contract Number. CA3-16-036 Contractor. Scarsella Bros Inc Pay Estimate OV0111900 Closing Date 06l30i2016 Item Description Unit Est. Unit Previous Previous This No. Quantity Price Quantity Amount Quantity This Total Total 030 Controlled Density Fill (Backtill) (As Regmredi Cubic Yard 53 513C CO 0 0C 50.00 0.00 50.00 0,00 031 Asphalt Patch Includmg CSTC Square Yard 650 530 Cu 000 S0 00 000 $0 00 000 032 Surface Restorallon Lump Sum 1 515,000 00 000 $0 00 000 SO 00 0.00 Subtotal S0.00 512,814.60 9.5 - Sales Tax 50.00 51,217.39 Total 50.00 514.031.99 SO 00 Sd.00 S0 00 S 12.814.60 51,217.39 S 14, 031.99 11,15 -7-1'(1' expdetl.rpt 07/06/2016 3:55PM Periods: 6 through 7 426 WASTEWATER CIP 465506 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 018 PIN UTILITY SYSTEMS Account Number 594.35.63.000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 6/6/2016 encumber PO 18/0001988 Vendor: 077215 STANTEC CONSULTING SVCS INC 6/7/2016 encumber CO 18/0001950 Vendor: 077215 STANTEC CONSULTING SVCS INC 6/9/2016 invoice IN 1055890 Vendor: 077215 STANTEC CONSULTING SVCS INC 6/9/2016 encumber LI 1055890 Vendor: 077215 STANTEC CONSULTING SVCS INC 6/27/2016 budadjust BA ORD 5808 7/1/2016 encumber PO 18/0001991 Vendor: 071019 SCARSELLA BROTHERS INC 7/1/2016 invoice IN Pay Est #1 Vendor: 071019 SCARSELLA BROTHERS INC 7/1/2016 encumber LI Pay Est #1 Vendor: 071019 SCARSELLA BROTHERS INC 7/1/2016 invoice IN Pay Est #1 Vendor: 071019 SCARSELLA BROTHERS INC 7/6/2016 invoice IN 1069541 Vendor: 077215 STANTEC CONSULTING SVCS INC 7/6/2016 encumber LI 1069541 Vendor: 077215 STANTEC CONSULTING SVCS INC 594.35.63.000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ Total WASTEWATER CIP Grand Total Expenditure Detail Report City of Renton 06/01/2016 through 07/31/2016 Adjusted Year-to-date Year-to-date Appropriation Expenditures Expenditures Encumbrances 1,250,000.00 0.00 124,468.66 329,147.36 193,800.00 Check # 0 -193,800.00 Check # 0 7,142.29 Check # 348031 -7,142.29 Check # 348031 3,350,000.00 3,183,440.94 Check # 0 12,814.60 Check # 348490 -12,814.60 Check # 348490 1,217.39 Check # 348490 15,750.67 Check # 0 -15,750.67 Check # 0 4,600,000.00 36,924,95 161,393.61 3,476,880.74 4,600,000.00 36,924.95 161,393.61 3,476,880.74 4,600,000.00 36,924.95 161,393.61 3.476.880.74 Page: 1 Prcl Balance Used 796,383.98 36.29 961,725.65 79.09 961.725.65 79.09 961,725.65 79.09 Page: 1 CAc-16-06s !►Mtn _ vI/ Deparvne�rllt� 7ranswIla tlo�n Utility Construction Agreement Work by Utility - Shared Cost Agreement Number I Region UTB 1223 ! Northwest - ._. - . _- -- Control Section State Route I Mileposts 174303 405 From 02.25 To 03.74 Estimated Agreement Amount $ 3, 974, 945 Organization and Address City of Renton Renton City Hall 1055 South Grady Way Renton, WA 98057 Project Title / Location 1-405, SR 167 Interchange Direct Connector South 141" Street - Sanitary Sewer Main Relocation This Utility Construction Agreement is made and entered into between the Washington State Department of Transportation (STATE) and the above named UTILITY. WHEREAS, the STATE is planning the construction or improvement of the State Route as shown above for the identified STATE Project, and in connection therewith, it is necessary to remove and/or relocate and/or construct certain UTILITY facilities (Work), and WHEREAS, the Work includes relocation of facilities with property rights and facilities without property rights, and WHEREAS, the UTILITY is responsible for (1) the cost of the Work for UTILITY facilities located without a documented ownership of and/or interest in real property, such as being located pursuant to a franchise, a permit, or undocumented permission, (2) all betterments, and (3) new facilities, and WHEREAS, the STATE is responsible for the cost of the Work affecting the UTILITY's facilities located pursuant to a documented ownership of and/or interest in real property, such as an easement, fee title, or court finding of prescriptive right, which is impacted by the STATE project, and WHEREAS, the Work shall be defined as all materials, equipment, labor, contract administration and any other effort required to perform the relocation, construction, and/or removal of the UTILITY's facilities, and WHEREAS, it is deemed to be in the best public interest for the UTILITY to perform the relocation, removal, or construction of its facilities, NOW, THEREFORE, pursuant to RCW 47.01.210 and chapter 47.44 RCW, the above recitals that are incorporated herein as if fully set forth below, and in consideration of the terms, conditions, covenants, and performances contained herein, as well as the attached Exhibits A, B and C, which are incorporated and made a part hereof, IT IS MUTUALLY AGREED AS FOLLOWS: 1. CONSTRUCTION, INSPECTION, AND ACCEPTANCE 1.1 Program Guide: Utility Relocation and Accommodation on Federal Aid Highway Projects shall Page 1 of 6 UTB 1223 determine and establish the definitions and applicable standards and payments under this Agreement. By this reference this document is adopted and made a part of this Agreement as if fully contained herein. 1.2 Betterment: A betterment is any improvement to the UTILITY's facilities not required by code, regulation, standard industry practice, or any other applicable regulation. If any of the Work constitutes a betterment as defined in the Program Guide: Utility Relocation and Accommodation on Federal Aid Highway Projects, the UTILITY is solely responsible for the costs of such improvement. 1.3 Accrued Depreciation: Accrued depreciation may be applied to any of the UTILITY's major facilities, such as a building, pump station, power plant, etc. Accrued depreciation shall not apply to the UTILITY's primary facilities, such as pipelines, conductors, poles, cable, conduit, etc. If any UTILITY facility does qualify for an adjustment due to accrued depreciation as defined in Program Guide: Utility Relocation and Accommodation on Federal Aid Highway Projects , the costs are calculated according to the formula in the Program Guide and the result is shown as a UTILITY cost in Exhibit B Cost Estimate. 1.4 The UTILITY shall furnish the labor, materials, equipment, and tools required for and perform the Work in constructing, removing and/or relocating the UTILITY facilities, in accordance with Exhibit A, Special Provisions, and Exhibit C, Plans. 1.6 If the UTILITY is not adequately staffed or equipped to perform all the Work required herein, the UTILITY may have all or part of this Work done by a contract let by the UTILITY, as follows: 1.5.1 Before contracting out any Work, the UTILITY shall obtain written authorization from the STATE, and the STATE may require the UTILITY to advertise and solicit bids for the contract Work 1.5.2 STATE requires the Work to be advertised and bid, the UTILITY shall provide a copy of all bid documents to the STATE seven (7) calendar days prior to the advertisement date for STATE comment. 1.5.3 The UTILITY shall notify the STATE at least three (3) working days in advance of the location and time of the bid opening so that a STATE representative may attend the bid opening. 1.5.4 The UTILITY shall supply a copy of the three lowest bids with itemized bid amounts to the STATE within seven (7) calendar days of bid opening 1.5.5 If the UTILITY elects to use other than the lowest bid contractor, the UTILITY shall provide written justification to the STATE for the use of that contractor and bid price. The STATE shall review the UTILITY's written justification, and if the STATE does not agree therewith and the UTILITY awards the bid to other than the lowest bid contractor, the UTILITY shall be responsible for the cost difference between the amount of the lowest bid and the amount of the awarded contract. 1.6 If the UTILITY desires to have the Work performed under an existing contract, the STATE may require the UTILITY to provide the STATE with a copy of the contract for the STATE's written approval of the contractor and contract charges. 1.7 The Parties agree that nothing in the STATE's approval of a UTILITY contractor or bid shall be for the benefit of the UTILITY; all such approvals, whether written or verbal, shall be solely for the benefit of the STATE and shall not establish a contractual relationship among the STATE, the UTILITY, and the UTILITY's contractor. 1.8 All of the UTILITY's Work, construction procedures, materials, and/or utility installation. as Page 2 of 6 UTB 1223 provided under this Agreement, shall be subject to STATE inspection for solely the benefit of the STATE's payment, state highway and/or STATE project. The UTILITY shall promptly notify the STATE in writing when the Work is completed. The STATE shall inspect the Work for compliance with the Exhibits attached to this Agreement. The STATE will notify the UTILITY in writing of any non- compliance that would impact the STATE's payment, state highway and/or STATE project. The UTILITY agrees to make the necessary changes to satisfy the STATE requirements or adjust the invoice. The STATE's inspection shall not reduce or modify the UTILITY's responsibility for the Work. 1.9 Upon completion of the Work, the UTILITY agrees that it shall be solely responsible for all future ownership, operation and maintenance costs of its facilities, without STATE liability or expense. 2. AUTHORITY TO BEGIN WORK AND WORK SCHEDULE 2.1 The UTILITY agrees not to begin Work until the STATE has provided written notice, authorizing the UTILITY to begin Work. The STATE shall not be obligated to reimburse the UTILITY for any Work performed before the date of notification. 2.2 The UTILITY agrees to schedule and perform the Work in such manner as not to delay or interfere with the STATE's contractor in the performance of the STATE's project. The UTILITY shall be responsible for any costs resulting from delay of, or interference with, the STATE's project contractor, to the extent the delay or interference is attributable to the UTILITY or the UTILITY's contractor. The Parties' mutually agreed conditions or requirements for avoidance of delay of, or interference with, the STATE's project contractor is included in Exhibit A. 3. COMPLIANCE 3.1 The UTILITY agrees to comply with all applicable requirements of the STATE in accordance with the Utilities Accommodation Policy, Chapter 468-34 WAC, and amendments thereto, and said policy and amendments are hereby incorporated in and made a part of this Agreement for all intents and purposes as if fully set forth herein. 3.2 The UTILITY agrees to comply with all applicable laws and environmental requirements of any jurisdictional agency and is responsible for obtaining any necessary environmental permits required in order to perform the Work. 3.3 The UTILITY agrees to obtain and comply with any other permits from any jurisdictional agency that are required in order for the UTILITY to perform the Work. 4. PAYMENT 4.1 The UTILITY agrees that it shall be responsible for the actual direct and related indirect costs, including mobilization, construction engineering, contract administration and overhead costs, associated with the Work where the UTILITY does not have a documented ownership of and/or interest in real property, such as an easement, fee title, or a court finding of prescriptive right for its facilities. The UTILITY -responsible cost of this Work is estimated to be Three Hundred Eighty Thousand Three Hundred Forty -Five Dollars ($380,345.00). An itemized estimate of UTILITY - responsible costs for Work to be performed is included in Exhibit B, Cost Estimate. 4.2 The STATE is responsible for the cost of the Work, excluding all betterment or new facility work, for the UTILITY's facilities that are located pursuant to a documented ownership interest in real property, such as an easement, fee title, or court finding of prescriptive right, which are impacted by the STATE project, as shown in Exhibits A and B. Exhibit B, Cost Estimate, contains an itemized cost estimate of STATE -responsible costs for the Work to be performed by the UTILITY. 4.3 The STATE, in consideration of the faithful performance of the Work to be done by the UTILITY, Page 3 of 6 UTB 1223 agrees to reimburse the UTILITY for the actual direct and related indirect cost of the Work, excluding all betterment or new facility work, for which the STATE is responsible as defined in Exhibit B. The UTILITY agrees to invoice the STATE and provide supporting documentation for all charges, and the STATE agrees to pay the UTILITY within thirty (30) days of receipt of an invoice. Payments shall not be more frequent than one per month. A partial payment will not constitute agreement as to the appropriateness of any item and that, at the time of final invoice, the Parties will resolve any discrepancies. 4.4 The UTILITY shall submit a final invoice to the STATE within ninety (90) calendar days following completion of the Work. In the event that the final invoice reveals an overpayment to the UTILITY, the UTILITY agrees to refund such overpayment to the STATE within thirty (30) days. 4.5 State Fiscal Year End Closure Requirements (chapter 43.88 RCW): Any invoices for Work performed between July 1 and June 30 of any given year must be submitted to the STATE no later than July 6th (or the first business day after the July 4th holiday) of the same calendar year. If the UTILITY is unable to provide an invoice for such Work by this date, an estimate of all remaining payable costs owed by the STATE for Work performed by the UTILITY prior to July 1 must be submitted to the STATE no later than July 19th of the same year in order for the STATE to accrue the amount necessary for payment. The UTILITY will thereafter submit any remaining invoices to the STATE for such Work as soon as possible. Failure to comply with these requirements may result in the need for the STATE to file for approval of belated claims pursuant to chapter 43.88 RCW, which may significantly delay payment. The STATE shall not be required to pay to the UTILITY late payment fees, interest, or incidental costs incurred by the UTILITY or any other costs related to a delayed payment if the UTILITY fails to comply with the invoice requirements of this Section. CHANGE IN WORK OR COST INCREASE 5.1 The Parties agree that should unforeseen conditions or circumstances require additional or changes in Work from what Exhibits A and C provide, and/or increases in costs above the Exhibit B Cost Estimate by more than five (5) percent, an Amendment is required. If the additional or change in Work must be immediately performed in order to avoid project schedule delays and/or to avoid additional project costs, the STATE may authorize such additional or change in Work and/or increased costs in advance of formal Amendment execution; provided that, (a) the UTILITY submits to the STATE a written description of the additional or change in Work and a cost estimate, (b) the STATE Capital Program Development and Management Office (CPDM) verifies that funds are available within the project budget to cover the additional costs, and (c) if verified by CPDM, the STATE shall provide the UTILITY with a written authorization. The STATE's written authorization shall be subject to all the terms and conditions of the Agreement. The UTILITY may not be reimbursed for any costs above the Exhibit B Cost Estimate until an Amendment has been executed. 5.2 Should it be necessary to modify Exhibit A, Special Provisions, the UTILITY agrees tc immediately notify the STATE of all proposed changes, and the STATE agrees to provide written notice of its acceptance or rejection of the change(s), in writing, within ten ( 10 ) working days. PERMIT 6.1 The UTILITY shall apply for a permit for those new or modified UTILITY facilities that will be located within the STATE's limited access right of way. After receiving the application, the STATE will issue the UTILITY a permit. RIGHT OF ENTRY 7.1 Subject to the UTILITY obtaining all required permits and meeting any other requirements for Work conducted within state- owned right of way, the STATE hereby grants the UTILITY a right of entry upon all land in which the STATE has interest for the purpose of performing the Work. Upon completion of the Work, this right of entry shall terminate. Page 4 of 6 UTB 1223 7.2 A STATE grant of access and right of entry onto an interstate limited access right of way may require additional conditions, for example, a traffic control plan will be required if the UTILITY's Work will impact highway traffic. The Parties agree that all UTILITY access and right of entry provisions affecting an interstate limited access right of way will be identified in Exhibit A, Special Provisions. Upon completion of the Work, this right of entry shall terminate except as otherwise provided in Section 6. 7.3 The UTILITY shall not enter state-owned right of way without first having a STATE -issued written right of entry. 8. GENERAL PROVISIONS 8.1 Indemnification: To the extent authorized by law, the UTILITY and STATE shall indemnify and hold harmless one another and their employees and/or officers from and shall process and defend at its own expense any and all claims, demands, suits at law or equity, actions, penalties, losses, damages (both to persons and/or property), or costs, of whatsoever kind or nature, brought against the one Party arising out of, in connection with, or incident to the other Party's performance or failure to perform any aspect of this Agreement, provided, however, that if such claims are caused by or result from the concurrent negligence of (a) the UTILITY and (b) the STATE, their respective employees and/or officers, or involves those actions covered by RCW 4.24.115, this indemnity provision shall be valid and enforceable only to the extent of the negligence of the UTILITY or STATE, and provided further, that nothing herein shall require the UTILITY or STATE to hold harmless or defend the other or its employees and/or officers from any claims arising from that Party's sole negligence or that of its employees and/or officers. The terms of this section shall survive the termination of this Agreement. 8.2 Disputes: If a dispute occurs between the UTILITY and the STATE at any time during the prosecution of the Work, the Parties agree to negotiate at the management level to resolve any issues. Should such negotiations fail to produce a satisfactory resolution, the Parties agree to enter into arbitration and/or mediation before proceeding to any other legal remedy. Each Party shall be responsible for its own fees and costs. The Parties agree to equally share the cost of a mediator or arbiter. 8.3 Venue: In the event that either Party deems it necessary to institute legal action or proceedings to enforce any right or obligation under this Agreement, the Parties hereto agree that any such action or proceedings shall be brought in the superior court situated in Thurston County, Washington. Each Party shall be responsible for its own attorney's fees and costs. 8.4 Termination: 8.4.1 The UTITLTY understands that the STATE retains the right to terminate this Agreement for convenience upon thirty (30) calendar days written notice to the UTILITY. In the event that the STATE exercises this termination right, the STATE will reimburse the UTILITY for all allowable costs under this Agreement incurred prior to the date of termination. 8.4.2 In the event funding for the Work is withdrawn, reduced, or limited in any way after the execution date of this Agreement and prior to normal completion, the STATE may terminate the Agreement upon less than the thirty (30) calendar day notice requirement in section 8.4.1, subject to renegotiation at STATE's sole option pursuant to the revised funding limitations and conditions. 8.5 Amendments. This Agreement may be amended by the mutual agreement of the Parties. Such amendments or modifications shall not be binding unless put in writing and signed by persons authorized to bind each of the Parties. 8.6 Independent Contractor: Both Parties shall be deemed independent contractors for all purposes, and the employees of each Party and any of its contractors, subcontractors, consultants, Page 5 of 6 UTB 1223 and the employees thereof, shall not in any manner be deemed to be the employees of the other Party. 8.7 Audit and Records. During the progress of the Work and for a period of not less than three (3) years from the date of final payment. The UTILITY shall maintain the records and accounts pertaining to the Work and shall make them available during normal business hours and as often as necessary, for inspection and audit by the STATE, State of Washington, and/or Federal Government and copies of all records, accounts, documents or other data pertaining to the Work will be furnished upon request. The requesting Party shall pay the cost of copies produced. If any litigation, claim or audit is commenced, the records and accounts along with supporting documentation shall be retained until any litigation, claim or audit finding has been resolved even though such litigation, claim or audit continues past the three-year retention period. 8.8 Working Days: Working days for this Agreement are defined as Monday through Friday, excluding Washington State holidays per RCW 1.16.050. IN WITNESS WHEREOF, the Parties hereto have executed this Agreement as of the day and year last written below. UTILITL,,,,,,, ;j By Name Denis Law Title Mayor Date ", "4b bb _ APPROVED AS FORM By AL awrence Warren, City Attorney Date q / Z- /I Attest: Jason Seth, y Clerk „/r1urr . . WASHING ON STATE DEPARTMENT OF TRANSP RTQT BY �' Name Title T- 147 Date 5—Z ///— APPAS TO FORM Ann E. Salay, Senior Assistant Attorney G ral l � Date 1 Page 6 of 6 UTB 1223 3 Stantec Consulting Services Inc. 11130 NE 33rd PI, Suite 200 Bellevue, WA 98004 TITLE: Opinion of Probable Construction Cost OWNER: City of Renton PROJECT: Talbot Hill Sewer Relocation-1-405, SR167 IC/DC Project JOB NO: 2002003609 Prepared by: SMA Date: 2/29/2016 Checked by: ELB Date: 3/9/2016 95% DESIGN = do not change here (see workshts) Approx. Bid Item Description Quantity Unit Unit Cost Total Cost 1 Mobilization & Demobilization 1 LS $ 314.100.00 $ 314,100.00 2 Trench Excavation Safety Systems 1 LS $ 35,000.00 $ 35,000.00 3 Construction Surveying, Staking, and As-Builts 1 LS $ 15,000.00 $ 15,000.00 4 Traffic Control 1 LS $ 30,000.00 $ 30,000.00 5 Temporary Erosion/Sedimentation Controls 1 LS $ 35,000.00 $ 35,000.00 6 Site Clearing and Grading 1 LS $ 23,000.00 $ 23,000.00 7 Furnish and Install 8-inch PVC Sewer Pipe 630 LF $ 150.00 $ 94,500.00 8 Furnish and Install 12-inch PVC Sewer Pipe 710 LF $ 200.00 $ 142,000.00 9 Furnish and Install 15-inch PVC Sewer Pipe 90 LF $ 240.00 $ 21,600.00 10 Furnish and Install 18-inch Steel Casing Pipe with 12-inch PVC Carrier Pipe 70 LF $ 380.00 $ 26,600.00 11 Furnish and Install 36-inch Steel Casing Pipe with 15-inch PVC Carrier Pipe (Open Cut Installation) 300 LF $ 500.00 $ 150,000.00 12 HDD Trenchless Installation of 12-inch HDPE Sewer Pipe 1 LS $ 1,100,000.00 $ 1,100,000.00 13 Trenchless Installation of 36-inch Steel Casing 280 LF $ 1,325.00 $ 371,000.00 14 Furnish and Install 15-inch PVC Carrier Pipe within Steel Casing (Trenchless Installation) 280 LF $ 135.00 $ 37,800.00 15 Television Inspection of Sanitary Sewers 3260 LF $ 1.50 $ 4,890.00 16 Launch and Reception Shafts 1 LS $ 440,000.00 $ 440,000.00 17 Furnish and Install 48-inch Diam. Sanitary Sewer Manhole with Flat Top 1 EA $ 7,000.00 $ 7,000.00 18 Furnish and Install 48-inch Diam. Saddle Manhole with Flat Top 4 EA $ 8,000.00 $ 32,000.00 19 Furnish and Install 60-inch Diam. Sanitary Sewer Manhole with Flat Top 3 EA $ 12,500.00 $ 37,500.00 20 Furnish and Install 60-inch Diam. Saddle Manhole with Flat Top 1 EA $ 10,000.00 $ 10,000.00 21 Furnish and Install 60-inch Diam. Drop Manhole with Flat Top 2 EA $ 15,000.00 $ 30,000.00 22 Extension of Existing 12-inch Culvert 40 LF $ 75.00 $ 3,000.00 23 Connection to Existing Sewer System 7 EA $ 5.500.00 $ 38,500.00 24 Abandon Existing Sanitary Sewer Manhole 12 EA $ 800.00 $ 9,600.00 25 Abandon & Fill Existing Sanitary Sewer Main over 10-inch Diam. 1,530 LF $ 15.00 $ 22,950.00 26 Removal and Replacement of Unsuitable Foundation Material 50 TON $ 25.00 $ 1,250.00 27 Select Imported Trench Backfill 7,000 TON $ 20.00 $ 140,000.00 28 Imported Gravel Borrow 5,150 TON $ 18.00 $ 92,700.00 29 Quarry Spalls 2,250 TON $ 25.00 $ 56,250.00 30 Controlled Density Fill (Backfill) (As Required) 50 CY $ 125.00 $ 6,250.00 31 Asphalt Patch including CSTC 650 SY $ 150.00 $ 97,500.00 32 Surface Restoration 1 LS $ 30.000.00 $ 30,000.00 subtotal $ 3,454,990 Washington States Sales Tax @ 9.5% of subtotal $ 328,200 Subtotal Sched. A $ 3,783,190 Contingency @ 10% of subtotal $ 378,300 Total Probable Construction Cost $ 4,161,490 Consultant Construction Services $ 193,800 TOTAL PROJECT COST $ 4,355,290 UTB 1223 Exhibit B Cost Estimate Page 1 of 2 c UTB 1223 Exhibit B Cost Estimate Cost Sharing Bid Item 13- Trenchless Installation of 36-inch Steel Casing Bid Item 14- Furnish & Install 15-inch PVC Carrier Pipe within Steel Casing unit LF Bid Item 13 280 Bid Item 14 280 UTILITY share Bid Item 13 Bid Item 14 unit cost total cost $1,325 $371,000 $135 $37,800 218 $1,325 218 $135 subtotal 9.5% tax 10% contingency UTILITY SHARE TOTAL Total Project Cost Less UTILITY share STATE TOTAL $288,850 $29,430 $318,280 $30,237 $31,828 $380,345 $4,355,290 $380,345 $3,974,945 UTB 1223 Exhibit B Cost Estimate Page 2 of 2 Denis Law Mayor or 7 Crty Of �`S� O Public Works Department - Gregg Zimmerman, P. E., Administrator July 6, 2015 Ms. Lesly Chan WSDOT 600 108`h Avenue NE, Suite 400 Bellevue, WA 98004 RE: SR 167 INTERCHANGE DIRECT CONNECTOR—TALBOT SEWER RELOCATION WSDOT AGREEMENT NUMBER UTB 1172, AMENDMENT NUMBER 1 Dear Ms. Chan: In accordance with WSDOT Agreement UTB 1172, Amendment Number 1, the City of Renton is requesting reimbursement for consultant costs by Stantec Consulting Services, in the amount of $15,161.47, for the Design work performed to date for the relocation of City -owned sanitary sewer mains on Talbot Hill, Attached is a copy of the invoice; a summary sheet from the City's invoice system showing payment made for each invoice; a summary memo showing the breakdown of consultant costs for the work performed; and an invoice. For your convenience, a copy of the Utility Agreement between the City and WSDOT and a copy of the consultant agreement between the City and Stantec Consulting Services are also attached. This Stantec Consulting Services invoice for the work associated with the Design covers services provided for under Amendment Number 1 for the fiscal biennium ending June 30, 2015. The remainder of the design work will be completed in the biennium beginning July 1, 2015. If you have any questions regarding this request for reimbursement, please contact me by phone at 425.430.7206 or by email at: mbenoit@rentonwa.gov. Sincerely, Michael A. Benoit Wastewater Utility Project Manager Attachments H:\File Sys\WWP - WasteWater\WWP-27-03812 Talbot Hill Sanitary Sewer Relocation\WSDOT\Talbot Hill WSDOT Reimbursement Letter 2.doc\MABtp Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov 0-AQL- ) s- lao 1 E Apoca 145e INVOICE �iS,l�`.�� Stantec Page lof4 Invoice Number 928929 Invoice Date July 3, 2015 Customer Number 110474 Project Number 20020036D9 BID To Please Remit To City of Renton Stantec Consulting Services Inc. (SCSI) Mike Benoit 13980 Collections Center Drive Wastewater Utility Chicago IL 60693 5th Floor, City Hall United States 1055 Grady Way S. Federal Tax ID 1 1-2167170 Renton WA 98055 United States Project Description: Talbot Hill Sewer Relocation - Design & Bidding Services Stantec Project Manager: Waligorski, Erik J Stantec OHIce location: Bellevue WA Current Invoice Due: $15,161.47 For Period Ending: June 30, 2015 Due on Receipt INVOICE Page 2 of 4 Invoice Number 928929 Project Number 2002003609 Top Task 200 Project Management Professional Services Billing level Date Hours Rate Current Amount Administrative Lead Sour. Rebecca Catherine 06/09/15 0.25 134.23 33.56 Sour, Rebecca Catherine 06/17/15 0.50 134.23 67.12 Sour, Rebecca Catherine 06/18/15 0.50 134.23 67.12 Sour, Rebecca Catherine 06/19/15 1.75 134.23 234.90 Sour, Rebecca Catherine 06/22/15 0.25 134.23 33.56 Sour, Rebecca Catherine 06/23/15 0.25 134.23 33.56 3.50 469.82 Engineering Geologist Haberman, Phillip Anthony (Phil) 06/18/15 1.00 163.11 163.11 1.00 163.11 EIT/Sr Designer Ard, Stephanie Marie 06/18/15 0.50 102.54 51.27 0.50 51.27 Project Manager Brodahl, Erik L 06/18/15 0.50 203.08 101.54 Waligorski, Erik J 06/08/15 1.00 210.82 210.82 Waligorski, Erik J 06/10/15 1.00 210.82 210.82 Waligorski, Erik J 06/11 /15 0.50 210.82 105.41 Woligorski, Erik J 06/17/15 1.00 210.82 210.82 Waligorski, Erik J 06/18/15 1.00 210.82 210.82 Waligorski, Erik J 06/22/15 0.50 210.82 105.41 Waligorski, Erik J O6/26/15 0.50 210.82 105.41 6.00 1,261.05 Project Surveyor Lemaso, Michael J (Mike) 06/18/15 0.50 156.95 78.48 0.60 78.48 Professional Services Subtotal 11.50 2,023.73 Top Task 200 Total 2,023.73 Top Task 201 Geotechnical Investigation Professional Services Billing Level Date Hours Rate Current Amount INVOICE Page 3 of 4 Invoice Number 928929 Project Number 2002003609 Engineering Geologist Haberman, Phillip Anthony (Phil) Haberman, Phillip Anthony (Phil) Haberman, Phillip Anthony (Phil) Professional Services Subtotal Subconsultants Direct - Subconsultant Fees Holt Services Inc 1539 Subconsultants Subtotal 06/22/15 6.00 163.11 978.66 06/23/15 6.00 163.11 978.66 06/25/15 2.00 163.11 326.22 14.00 2,283.54 14.00 2,283.54 Date Cost % Current Amount 06/30/15 8.248.91 10.00 9,073.80 9,073.80 Top Task 201 Total 11,357.34 Top Task 202 Design Professional Services Billing Level Date Hours Rate Current Amount EIT/Sr Designer Ard, Stephanie Marie 06/24/15 3.00 102.54 307.62 Ard, Stephanie Marie 06/25/15 0.50 102.54 51.27 Ard, Stephanie Marie 06/26/15 2.50 102.54 256.35 6.00 615.24 Project Manager Brodahl, Erik L 06/24/15 2.50 203.08 507.70 Waligorski, Erik J 06/24/15 2.50 210.82 527.05 Waligorski, Erik J 06/25/15 0.50 210.82 105.41 5.50 1,140.16 Professional Services Subtotal 11.50 1,755.40 Usages Current Amount Usage - Computer O6/26/15 25.00 Usages Subtotal 25.00 Top Task 202 Total 1,780.40 INVOICE Page 4 of 4 involce Number 928929 Project Number 2002003609 Total Fees & Disbursements $15,161.47 INVOICE TOTAL (USD) $15,161.47 L V.17SERVICES INC 10621 Todd Rd. E , Edgewood, VVA 98372 P: (253) 604,4878 • F: (253) 604,4063 Bill To Stantec Consulting Services Inc 1 1 130 NE 33rd Place Suite 200 Bellevue WA 98004 coder: rebecca saur Invoice Date Invoice # 6 30 2015 1539 P.O. No. Terms Project Phil Haberman Net 60 Talbot Hill Sewer Relocation Quartity Description Rate Amount I Mobilization/Demobilization 500.00 500.001' 3 DOE NOI/Well Log 50.00 150.00T 2 Daily Travel 200.00 400.00T 3 Set up/Clean up 200.00 600.00T 61.5 Auger/Mud Rotary Drilling 0-50' 20.00 1,230.00T 40 HQ Rock Coring 60.00 2,400.00T 29.5 Borehole Sealing and Patch 7.50 221.25T 72 3/4" Sch 40 PVC Well Construction 16.00 1,152.00T 3 8" Flush Completion 250.00 750,00T 4 HQ Core Box - I0' core per box 32.50 130.00T Work dated 6.22.15 thru 6.24.15. 17250-Renton Sales Tax 9.50°a 715.66 S u btota I S7,533.25 Total S8.248.91 expdetl.rpt Expenditure Detail Report Page: 1 07/06/2015 9:52AM Periods: 1 through 12 City of Renton 01/01/2015 through 12/31/2015 426 WASTEWATER CIP 465506 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 018 PIN UTILITY SYSTEMS Adjusted Account Number Appropriation 594.35.63.000 TALBOT HILL SEWER REPLACEMENT (SR167IC/ 0.00 01/01/2015 encumber OP 18/0001899 Line Description: CAG-14-037, Talbot Hill Sewer Vendor: 077215 STANTEC CONSULTING SVCS INC Check # 0 01131/2015 cashtrans GJ TR15-01-003 Line Description: 2014-12 SOFT CIP 02/28/2015 cashtrans GJ TR15-02-003 Line Description: 2015-01 SOFT CIP 03/24/2015 encumber CA 18/0001899 Line Description: CAG-14-037, Talbot Hill Sewer Vendor: 077215 STANTEC CONSULTING SVCS INC Check # 0 03/31/2015 cashtrans GJ TR15-03-003 Line Description: 2015-02 SOFT CIP 04/13/2015 budadjust BA ORD 5755 1,500,000.00 Line Description: TALBOT ROAD SEWER RELOCATION 04/30/2015 cashtrans GJ TR15-04-003 Line Description: 2015-03 SOFT CIP 05/31/2015 cashtrans GJ TR15-05-004 Line Description: 2015-04 SOFT CIP 06/11/2015 encumber PO 18/0001950 Line Description: CAG-15-120, Talbot Hill Sewer Vendor: 077215 STANTEC CONSULTING SVCS INC Check # 0 06/30/2015 cashtrans GJ TR15-06-003 Line Description: 2015-05 SOFT CIP 07/02/2015 invoice IN 928929 Line Description: CAG-15-120, Talbot Hill Sewer Vendor 077215 STANTEC CONSULTING SVCS INC Check # 0 07/02/2015 encumber LI 928929 Line Description: CAG-15-120, Talbot Hill Sewer Vendor. 077215 STANTEC CONSULTING SVCS INC Check # 0 594.35.63.000 TALBOT HILL SEWER REPLACEMENT (SR167 IC/ 1,500,000.00 Total WASTEWATER CIP 1,500,000.00 Year-to-date Year-to-date Expenditures Expenditures Encumbrances 0.00 0.00 0.00 37,323.19 589.25 140.63 -37,323.19 435.43 618.13 778,27 386,200.00 602.96 15,161.47 -15,161.47 18,326.14 18,326.14 371,038.53 18,326.14 18,326.14 371,038.53 Prct Balance Used 0.00 0.00 1,110,635.33 25.96 1,110,635.33 25.96 Page: 1 (3 Stantec Memo Stantec Consulting Services, Inc. 11 130 NE 33,d Place, Suite 200 Bellevue, WA 98004 425.869.9448 To: Mike Benoit From: Erik Brodahl, PE City of Renton - Utility Systems Division Copies: Erik Waligorski, File Stantec Consulting - Bellevue Date: July 7, 2015 Reference: Talbot Hill Sewer Relocation SR 167 IC/DC Project (Design & Bidding Services) - Monthly Progress Report The services agreement between the City of Renton and Stantec for the Talbot Hill Sewer Relocation SR 167 IC/DC Project (Design & Bidding Services) was executed on May 20, 2015. Project Status and Tasks Completed Project Management The project management plan, including the scope, schedule and budget, was prepared and delivered to the City. An internal kickoff meeting was also conducted with the project team. Geotechnical Investigation Borings have been drilled on the south side of 1-405, along with sampling for the geotechnical investigation. The geotechnical study is underway. Design Preparation of the design drawings for the project has begun. Outstanding Issues There are no outstanding issues at this time. Project Schedule The design and geotechnical investigation began in June of 2015. Protect Budget Status Refer to the attached spreadsheet entitled "Monthly Progress Report —Budget" for services for the month of June 2015. This represents the first invoice for this phase of the project. Design with community in mind aD v:kM2WA,va12002003W9Vnanagamermstaluslmcnlhly status r8pCn_070715 60CX City of Renton Talbot Hill Sewer Relocation - SR 167 IC/DC Project Design & Bidding Services Stantec Consulting Services Inc. Monthly Progress Report --Budget Status For Month of: July 2015 Task No. Phase No. Description Percent Complete (+l-) Percent Spent Original Budget Total Services July 20151 Total Invoices To -Date Budget Remaining 1 200 Project Management 8% 6% $ 34,500 $ 2,023.73 $ 2,023.73 $ 32,476.27 2 201 Geotechnical Investigation 20% 21% $ 54,300 S 11,357,34 $ 11,357.34 S 42,942.66 3 202 Desi n 2% 1% $ 281,400 $ 1,78040 $ 1,780.40 S 279,619.60 4 203 Bidding Services 0% 0% $ 16,000 $ - $ - S 16,000.00 Totals 5% 4% $ 386,200 $ 15,161.47 $ 15,161.47 $ 371,038.53 Notes: 1) For services completed through the month prior to the billing month (e.g. Nov services billed in Dec). Print Date: 7/7/2015 V:12002\active\2002003609\management\status\monthly budget statusjun 2015_060715 x1s Accounts Receivable (;ity of Invoice D o 1055 South Grady Way / Renton, WA 98057 / (425) 430-6897 WA ST DOT ATTN. LESLY CHAN 600 108TH AVE NE - SUITE 400 BELLEVUE, WA 98004 CITY OF RENTON AR Account No. 1256 Invoice No. 39427 Date 07/07/2015 Amount Due 15,161.47 Due Date 8/11/2015 Amount Enclosed Make Checks Payable to the CITY OF RENTON Please include your AR account number When paying by check, detach and return the above with payment. -------------------------- DESCRIPTION AMOUNT SR 167 Interchanged Direct Connector - Talbot Sewer Relocation WSDOT Agreement UTB-1172. 15,161.47 Amendment No 1 Reimbursement for the design for the relocation of city -owned sanitary sewer mains on Talbot Hill. Grant Billing: 15161.47 Total Amount Due: 15,161.47 AR ACCOUNT NO. 1256 TO AVOID INTEREST AND/OR PENALTY CHARGES 15,161.47 PLEASE REMIT PAYMENT BY DUE DATE Please Remit to: CITY OF RENTON ATTN. FINANCE / AR 1055 S. GRADY WAY RENTON, WA 98057 CAG-14-027, Adden #1-15 UTB 1172 Utility Preliminary Engineering Agreement4 Work by Utility - State Cost f 1-405, SR 167 Interchange Direct Connector o Amendment Number 1 G THIS AMENDMENT NO. 1 made to that certain Agreement UTB 1172, Utility Preliminary Engineering Agreement Work by Utility - State Cost, dated February 24, 2014, between the City of Renton, herein "UTILITY," and the Washington State Department Of Transportation, herein "STATE." WHEREAS, the Parties desire to amend the Agreement to add the scope and budget for the design of the preferred alternative for the Talbot Hill sewer relocation project. NOW THEREFORE, in consideration of the terms, conditions, covenants, and performance contained herein, as well as the attached Exhibits which are incorporated and made a part hereof, IT IS MUTUALLY AGREED AS FOLLOWS: 1. In the title block of the Agreement the `Estimated Agreement Amount' is increased from $145,900 to $496,200. 2. Exhibit A, Scope of Services, of the Agreement is supplemented with the attached Exhibit A- 1, Scope of Services - Design and Budget Services. 3. Exhibit B, Cost Estimate, of the Agreement is supplemented with the attached Exhibit B-1, Budget - Design and Budget Services. 4. All other terms and conditions of the original Agreement shall remain in full force and effect except as modified by mutual supplemental agreement. IN WITNESS WHEREOF, the Parties hereto have executed this Amendment No. 1 as of the Party's date signed last below. CITY OF RENTON By 4z�-- Title: P"IAG AtkV tA*y�)Pr&, a✓ Date: / 2q / 1 WASHINGTON STATE DEPARTrNT , ��NSPORTATION �- � ARA Design -Build & 1-405 / 167 Date: .� UTB 1172 Amendment No. 1 Talbot Hill Sewer Relocation - SR167 IC/DC Project Exhibit A-1 Scope of Services - Design & Bidding Services Page 1 of 6 UTB 1172 Exhibit A-1 SCOPE OF SERVICES City of Renton Talbot Hill Sewer Relocation — SR167 IC/DC Project Design and Bidding Services Stantec Consulting Services Inc. PROJECT DESCRIPTION AND PURPOSE The purpose of this project is to relocate the existing sewer in South 14th Street to make way for the new WSDOT SR167 Interchange/Direct Connector (IC/DC) Project. Currently, the existing sewer serving Talbot Hill is conveyed through an existing sewer line along South 14th Street, collecting sewer from either side of Talbot Hill, before conveying it under 1-405 along the extension of Shattuck Avenue S. This project will relocate the existing sewer in South 14tn Street to the south approximately'/z block and will reroute the sewer across 1-405 via one of three possible alternatives that have been identified by the City and WSDOT. The project has been broken into the following three phases: Phase I — Alternatives Analysis Phase II — Design Development Phase III — Construction Services Phase I of the project has been completed and consisted of an alternatives analysis. The purpose of the alternatives analysis was to clarify the project goals, establish design criteria and evaluate alternative solutions before proceeding with final design and construction. The alternatives analysis included the evaluation of three alternative crossings of 1-405. Each alternative also evaluated the relocation of the South 14th Street sewer to the south, through Talbot Hill. The alternatives analyzed during Phase I of the project consist of the following: 1. The installation of new sewer lift station(s), possibly one on each side of Talbot Hill. Relocating the sewer from South 141h Street and re -grading the sewer to flow to the new lift stations. Sliplining the existing sewer crossing of 1-405 at Shattuck Ave S with a new sewer force main to convey flow from the sewer lift stations to the existing system on the north side of 1-405. Installing a new sewer crossing under 1-405 at the extension of Smithers Ave S. to maintain the new sewer at shallower depths than the existing Shattuck crossing. The sewer crossing of 1-405 would be a trenchless installation. Relocating the sewer from South 14th Street and re -grading the sewer to flow by gravity to the Smithers crossing. This would likely require a trenchless installation through Talbot Hill, which roughly peaks at Davis Ave S. 3. Installing a new sewer crossing under 1-405 via conventional open cut construction along Talbot Road S. Relocating the sewer from South 141h Street and re -grading the sewer to flow by gravity to the Talbot Road crossing. This would likely require a trenchless installation through Talbot Hill, which roughly peaks at Davis Ave S. At the end of the Phase I — Alternatives Analysis work, it was determined that the City would proceed with Alternative 2 identified above consisting of a new trenchless installation along South 141h Street where required and a new trenchless crossing of 1-405 at Smithers Ave S. N %Prolects`.405-167 DC_XL42821Protect_Documentat.onlUTL - Ut.idies & RadroadmCity of Rentoni,UTS 1172 sewer altenativeMUT Anendmert 01\UT9 1172 Amerd 0' Exhibit A-1 SCOPE doc 4/20/20 1 5 Talbot Hill Sewer Relocation - SR167 IC/DC Project Exhibit A-1 Scope of Services - Design & Bidding Services Page 2 of 6 SCOPE OF SERVICES AND TASKS This scope of services consists of the following tasks: PHASE II — DESIGN DEVELOPMENT Task 200 Project Management Stantec shall provide the project management services necessary to comply with the Project Management Plan developed as part of this task. Stantec shall work closely with City staff to develop a Project Management Plan that includes a detailed scope of services, budget, and schedule that meets the City's overall needs. This task shall also include the daily, ongoing project management through the completion of Phase 1 of the project. This task includes monitoring progress against the Project Management Plan, attending periodic status meetings with the City, and preparing monthly status reports. Specific tasks for this effort are as follows: • Develop a Project Management Plan for the Phase II — Design Development • Conduct a project kickoff meeting • Prepare monthly status reports • Provide ongoing project management throughout Phase II of the project • Monitor progress against projected schedule, scope of service, and budget and administer monthly invoicing to City • Subconsultant procurement and coordination Deliverables: • Draft and Final Project Management Plans including Scope of Services, Budget, and Schedule • Monthly invoices and status reports Task 201 Geotechnical Investigation The purpose of the Geotechnical Investigation task is to identify the geotechnical conditions for the proposed alternative. This task includes obtaining available borehole laboratory test data that has been collected by WSDOT for the SR167 IC/DC Project, conducting up to 5 additional bore hole investigations along the specific alignment of Alternative 2, and preparing a geotechnical report to be used in the design and construction of Alternative 2. Specific Tasks for this effort are as follows: • Develop a Hazard and Safety Plan (HASP), coordinate utility locates using a private locating company, and coordination of the geotechnical investigation • Conducting up to 5 drilling and sampling locations along the preferred alignment • Conduct a laboratory analysis of the soil removed from the bore hole investigations • Prepare a draft geotechnical report • Conduct internal review of the geotechnical report and information • Prepare a final geotechnical report for submittal to the City and use in the design and bidding of Alternative 2 N�Prolects1475-167 DC_XL42821Prc;ect Docurr'entatlonlUTL Utilities & Radroads�C+ty of Renton\UTB 1172 sewer vematives%UT Amendment 01\UT8 1172 Amend 01 Exhibit A-1 SCOPE doc 4/20/2015 Talbot Hill Sewer Relocation - SR167 IC/DC Project Scope of Services - Design & Bidding Services Exhibit A-1 Page 3 of 6 Deliverables: • A draft and final Geotechnical Report summarizing the geotechnical investigation completed as part of this task (one copy submitted electronically) Assumptions: • No more than 5 subsurface geotechnical explorations will be completed as part of Phase II of the project Task 202 Design The design phase will include developing design Drawings, Specifications, and an Opinion of Probable Construction Cost (OPCC) that may be used by the City to obtain bids from Contractors to construct the improvements. Copies of these documents will be sent to the City for review and comment at the 50%, 90%, and Final design stages. Design efforts will address all comments received from previous stages of the project. Stantec will perform a topographic survey of the proposed route north of 1-405 along the extension of Smithers Avenue S to S. Renton Village Place. Stantec will also assist the City in obtaining necessary easements for the proposed route north of 1-405 which falls outside of the proposed WSDOT ROW. Stantec will provide quality assurance and quality control (QA/QC) reviews by senior technical engineers of the design documents prepared in order to minimize potential change orders and overall project costs. Stantec will also provide a constructability review by an experienced construction field representative. Stantec will assist the City in obtaining the necessary permits for the construction of the project. This scope of services assumes that Stantec will prepare a permit ready set of design drawings and the Utility Franchise Permit package and will submit the package to WSDOT for approval. It is assumed that WSDOT will help facilitate obtaining the necessary WSDOT utility franchise permit for the crossing of 1-405. This scope further assumes that the sewer relocation will fall under the current WSDOT SEPA/NEPA for the Renton to Tukwila Corridor Improvement Project and the JARPA permits for the SR167 1-405 IC/DC project and that no additional environmental studies will be required as part of the City's project. Stantec will prepare a project specific Storm Water Pollution and Prevention Plan (SWPPP) for the City's project. It is assumed that the City will not be required to provide mitigation for disturbing environmentally sensitive areas, but that any mitigation requirements are covered under the credit bank established by WSDOT for the SR167 1-405 IC/DC project. Stantec will contract with Staheli Trenchless Consultants (STC) for the analysis and design of the trenchless installations. STC will provide input into the geotechnical investigations and review the geotechnical data. STC will provide trenchless cost estimates, schedules, specifications, and calculations on the following trenchless methods: HDD, AXIS, Guided Auger Bore, and Guided Pipe Ram. STC will also provide QA/QC on the trenchless design drawings. Once the design is complete and approved by the City, Stantec will aid the City in obtaining bids from contractors by providing camera-ready bid documents and assisting the City in answering any prospective bidder's questions during the bid period, as needed. We will also provide an OPCC the City may use for comparison purposes during its bid review. Stantec will evaluate possible construction sequencing that will best facilitate the needs of the WSDOT project to allow Olympic Pipeline to perform their petroleum line relocation simultaneously with the City sewer relocation project. Specific Tasks required for this effort are as follows: N \Protects`405-167 DC_XL4282%Protect_DocLmentat,onlUTL - Utilities 8 Radroads\Cdy of RentOMUTS 1172 sewer altematives\UT Amendment 011UT8 1172 Amend C' Exhibit A-1 SCOPE doc 4/20/201 5 Talbot Hill Sewer Relocation — SRi67 IC/DC Project Scope of Services — Design & Bidding Services Exhibit A - 1 ::Iaoe 4 of 6 • Conduct a site investigation visit to review project set up and lay down areas that can be used for the trenchless installations • Perform topographic survey of new 1-405 crossing between 1-405 and existing sewer in South Renton Village Place and prepare necessary easement exhibits for City use • Coordinate with WSDOT to obtain latest SR167 IC/DC project information, including updated ROW plans and house demolition schedule • Prepare and submit design drawings, specifications/contract documents, and OPCC to the City at 50%, 90%, and final design stages. The City will provide copies of its latest standard specifications to facilitate this task • Verify system hydraulics of the proposed design using the City's Ultimate Hydraulic Model • Internal review of 50%, 90% and Final Drawings, Specifications, and OPCC prior to submittal to the City • Perform internal constructability review of the 50% and 90% design using experts in the design and construction of trenchless projects • Attend design coordination meetings with the City, Olympic Pipeline and WSDOT at 50% and 90% design stages to discuss review comments • Prepare utility franchise permit package for submittal to WSDOT for the new crossing of 1-405 • Prepare a project specific SWPPP Deliverables: • Three half-size reproducible paper review copies of the 50% and 90% design drawings, specifications, and OPCC • One reproducible quality paper copy of the final bid documents including half-size and full-size (22"x34") drawings, specifications, and associated contract documents (permits, wage rate tables, studies, etc.) for the City's use in obtaining bids to construction the improvements • One electronic (PDF) copy of the final bid documents as described above for use by the City in electronically bidding the project using online bid centers • WSDOT utility franchise permit package for 1-405 crossing • Project specific SWPPP • One electronic (PDF) copy of required easement exhibits to assist City in obtaining required easements Assumptions: • WSDOT will help facilitate obtaining the required WSDOT utility franchise permit for the trenchless crossing of 1-405 • The proposed project will fall under WSDOT's SEPA/NEPA application for the Renton to Tukwila Corridor Improvement Project and the JARPA for the SR167 1-405 IC/DC Project and no additional environmental studies will be required by the City of Renton Task 203 Bidding Services Stantec will provide assistance during the bidding process to include preparing for and attending a prebid meeting, answering bidder questions during the bid period, assistance with up to 3 addenda, attending the bid opening, and reviewing the bid tabulation as required. Specific Tasks required for this effort are as follows: • Assist City with answering prospective bidder's questions during the bidding period N'ProtecW405-167 DC XL4282iProlect_Docurrentation\UTL - Utilities 8 Raiiroads'',Gty of Rentor%UTB 1172 sewer aiterrat:vesXUT Amendment O!%UTS 1172 Amend 01 Ezhibd A-1 SCOPE doc 4/20/2015 Talbot Hill Sewer Relocation — SR167 fC/DC Project Scope of Services — Design & Bidding Services Exhibit A - 1 'aoe5of6 • Prepare for and attend a prebid meeting • Assist in the preparation of up to three (3) addenda (as required) • Attend the bid opening • Review of the bid tabulation (as required) Deliverables: • Answers to bidder's questions in the form of electronic email to the City • Preparation of up to three (3) addenda (as required) Assumptions: • Stantec will not be required to reproduce bid sets to be distributed to prospective bidders • The City will be responsible for the review of Contractor's references as part of the bidding process • The City will be responsible for the creation and maintenance of the bidder's list and will distribute any required information, including addenda and/or clarifications • The City will prepare the award recommendation N'Progects14B5-167 DC_XL42821Pro1ect_Documentation\UTL - Utilities & Radroads\City of RentonwTB 1172 sewer altemabveMUT Amendment 01\UTB 1172 Amend 01 Eeibd A-1 SCOPE acc 4/20/2015 Talbot Hill Sewer Relocation — SR167 lC/DC Project Scope of Services — Design & Bidding Services UTB 1172 EXHIBIT A-1 Attachment 1 SCHEDULE City of Renton Talbot Hill Sewer Relocation — SR167 IC/DC Project Design and Bidding Services Stantec Consulting Services Inc. SCHEDULE • Notice to Proceed — May 1, 2015 • Geotechnical Investigation — May 2015 to July 2015 • Design — June 2015 to January 2016 • Bidding Services — January 2016 END OF EXHIBIT A-1 Exhibit A - 1 Page 6 of 6 N 1Profects1405-167 DC_XL4282Wroject_Documentat•oniUTL - UNit.es 8 Radroads�City of RentorWTB 1172 seew_r altemativestUT Amendment 011UT8 1172 Amend 01 Exhibit A-1 SCOPE doc 4/20/2015 UTB 1172 EXHIBIT B-1 BUDGET City of Renton Talbot Hill Sewer Relocation - SR 167 IC/DC Project Design and Bidding Services 10% TOTAL LABOR REIMB SUB -CONSULTANT TOTAL Task Hours Cost Reimb. Cost w/Markup Cost Phase F-200 $27,880 $641 $5,979 $34,500 Project Management 138 200 Prepare project plan 14 $2,774 5100 $2.874 Conduct project kickoff meeting 10 51.634 51,634 Prepare monthly status reports 16 $3,376 $100 $3 476 Manage staff and tasks 66 $13,814 $250 $5,435 $5,979 520.043 Monitor progress and monthly invoicing 16 $3,376 $80 $3,456 Procure sub -consultant services 16 S2 906 $111 $3,017 $29,980 $1,214 $23,106 $54,300 201 Geotechnical Investigation 178 201 Develop safety plan, locates and setup 13 $2.154 $70 $500 $550 $2,774 Drilling and sampling 60 $9,940 $480 $18.000 $19,800 $30,120 Laboratory Analysis 4 $656 $24 52,505 $2 756 $3.436 Prepare draft geotechnical report 60 $9,840 $400 $10.240 Conduct internal review of geotechnical report 26 $5.030 $140 $5,170 Prepare final geotechnical report 15 $2.460 $100 $2 560 $235,120 $8,847 $37,433 $281,400 202 Design 1,510 202 Conduct site investigation walk 20 $3.268 $50 $3,318 Topographic survey and easement exhibits 60 $8,456 $512 $8,968 Coordination w1WSD0T on latest plans/schedule 32 $6,640 $160 $6,800 Prepare 50% PS&E 314 $47,374 $2,000 $49,374 Verify system hydraulics 36 $5,568 $250 $5,818 Conduct internal review of 50% PS&E 54 $10,524 $100 $10624 Submit 50% PS&E to City 22 $3,142 $300 $3.442 Attend 50% review meeting 20 $3,268 $50 $3,318 Prepare 90% PS&E 394 $59,654 $2,220 $61,874 Conduct internal review of 90% PS&E 68 $13,064 $100 $13,164 Submit 90% PS&E to City 22 $3.142 $300 $3,442 Prepare permit applications for WSDOT 100 $14,700 $500 $15.200 Prepare project specific SWPPP 48 $6,816 $225 $7,041 Attend 90% review meeting 20 $3.268 $50 $3,318 Prepare final PS&E 252 536.276 $1,800 $38,076 Staheli Trenchless Consultants & coord 48 $9.960 $230 $34.030 $37,433 $47,623 $12,505 $442 $3,053 $16,000 203 Bidding Services 74 203 Answer bidder questions during bid period 24 $4 116 $120 $2.015 $2.217 $6.453 Attend prebid meeting and prep 16 $2.902 $140 5760 5836 $3 878 Assist with addenda (up to 3 assumed) 26 $4,110 $132 $4,242 Attend bid opening 2 $422 $50 $472 Review bid tabulation (as required) 6 $915 $955 Projected Total Project Hours and Costs 1,900 $305,485 $11,144 $63,245 $69,570 $386,200 E1-2015 ENGINEERING CONSULTANT AGREEMENT CAG-15-120 THIS AGREEMENT, made and entered into on this l , day of W ct �by and between the CITY OF RENTON, WASHINGTON, A MUN'CIPAL CORPORATION HEREINAFTER C LLED THE "CITY," and STANTEC CONSULTING SERVICES INC. whose address is 11130 NE 33r' Place, Suite 200, Bellevue, WA 98004, at which work will be available for inspection, hereinafter called the "CONSULTANT." PROJECT NAME: Talbot Hill Sewer Relocation (SR167 IC/DC Project) — Design and Bidding Services WHEREAS, the City has not sufficient qualified engineering employees to provide the engineering within a reasonable time and the City deems it advisable and is desirous of engaging the professional services and assistance of a qua!ified professional consulting firm to do the necessary engineering work for the project, and WHEREAS, the Consultant has represented and by entering into this Agreement now represents, that it is in full compliance with the statutes of the State of Washington for registration of professional engineers, has a current valid corporate certificate from the State of Washington or has a valid assumed name filing with the Secretary of State and that all personnel to be assigned to the work required under this Agreement are fully qualified to perform the work to which they will be assigned in a competent and professional manner, and that sufficient qualified personnel are on staff or readily available to Consultant to staff this Agreement. WHEREAS, the Consultant has indicated that it desires to do the work set forth in the Agreement upon the terms and conditions set forth below. NOW THEREFORE, in consideration of the terms, conditions, covenants and performances contained herein below, the parties hereto agree as follows: SCOPE OF WORK The Consultant shall furnish, and hereby warrants that it has, the necessary equipment, materials, and professionally trained and experienced personnel to facilitate completion of the work described in Exhibit A, Scope of Work, which is attached hereto and incorporated into this Agreement as though fully set forth herein. The Consultant shall perform all work described in this Agreement in accordance with the latest edition and amendments to local and state regulations, guidelines and policies. The Consultant shall prepare such information and studies as it may deem pertinent and necessary, in order to pass judgment in a sound engineering manner on the features of the work. The Consultant shall make such minor changes, amendments or revisions in the detail of the work as may be required by the City. This item does not constitute an "Extra Work" item as related in Section Vill of the Agreement. The work steal: be verified for accuracy by a complete check by the Consultant. The Consultant will be held responsible for the accuracy of the work, even though the work has been accepted by the City. DESIGN CRITERIA The City will designate the basic premises and criteria for the work needed. Reports and plans, to the extent feasible, shall be developed in accordance with the latest edition and amendments of local and State regulations, guidelines, and specifications, including, but not limited to the following: Page 1 of 14 Pia zza/Data_Center/Forms/City/Ccntracs E1-2015 1. Washington State Department of Transportation/American Public Works Association (WSDOT/APWA), "Standard Specifications for Road, Bridge, and Municipal Construction," as amended by Renton Standard Specification. 2. WSDOT/APWA, "Standard Plans for Road, Bridge and Municipal Construction." 3. Washington State Department of Transportation, "Highway Design Manual." 4. American Association of State Highway and Transportation Officials, "Standard Specifications for Highway Bridges." 5. Washington State Department of Transportation, "Bridge Design Manual, Volumes 1 and 2." 6. Washington State Department of Transportation, "Manual of Highways Hydraulics," except hydrologic analysis as described in item 14. 7. Washington State Department of Transportation, "Materials Laboratory Outline." 8. Transportation Research Board, "Highway Capacity Manual." 9. U.S. Department of Transportation, Federal Highway Administration, "Manual on Uniform Traffic Control Devices for Streets and Highways." 10. Washington State Department of Transportation, "Construction Manual." 11. Washington State Department of Transportation, "Local Agency Guidelines." 12. Standard drawings prepared by the City and furnished to the Consultant shall be used as a guide in all cases where they fit design conditions. Renton Design Standards, and Renton Specifications shall be used as they pertain. 13. Metro Transit, design criteria. 14. The City adopted King County Surface Water Design Manual, Sections 1.2 and 1.3 of Chapter 1, and Chapters 2, 3, 4, 5, and 6. 15. American Association of State Highway and Transportation Officials, "A Policy on Geometric Design of Highways and Streets." III ITEMS TO BE FURNISHED TO THE CONSULTANT BY THE CITY The City will furnish the Consultant copies of documents which are available to the City that will facilitate the preparation of the plans, studies, specifications, and estimates within the limits of the assigned work. All other records needed for the study must be obtained by the Consultant. The Consultant will coordinate with other available sources to obtain data or records available to those agencies. The Consultant shall be responsible for this and any other data collection to the extent provided for in the Scope of Work. City will provide to Consultant all data in City's possession relating to Consultants services on the project. Consultant will reasonably rely upon the accuracy, timeliness, and completeness of the information provided by the City. Should field studies be needed, the Consultant will perform such work to the extent provided for in the Scope of Work. The City will not be obligated to perform any such field studies. Page 2 of 14 Piazza/Data—Center/Forms/City/Contracts E 1-2015 IV OWNERSHIP OF PRODUCTS AND DOCUMENTS TO BE FURNISHED BY THE CONSULTANT Documents, exhibits or other presentations for the work covered by this Agreement shall be furnished by the Consultant to the City upon completion of the various phases of the work. All such material, including working documents, notes, maps, drawings, photo, photographic negatives, etc. used in the project, shall become and remain the property of the City and may be used by it without restriction. Any use of such documents by the City not directly related to the project pursuant to which the documents were prepared by the Consultant shall be without any liability whatsoever to the Consultant. All written documents and products shall be printed on recycled paper when practicable. Use of the chasing -arrow symbol identifying the recycled content of the paper shall be used whenever practicable. All documents will be printed on both sides of the recycled paper, as feasible. V TIME OF BEGINNING AND COMPLETION The work detailed in the Scope of Work will be performed according to Exhibit B, Time Schedule of Completion, attached hereto and incorporated herein as though fully set forth. it is agreed that all the Consultant's services are to be completed and all products shall be delivered by the Consultant unless there are delays due to factors that are beyond the control of the Consultant. The Consultant shall not begin work under the terms of this Agreement until authorized in writing by the City. If, after receiving Notice to Proceed, the Consultant is delayed in the performance of its services by factors that are beyond its control, the Consultant shall notify the City of the delay and shall prepare a revised estimate of the time and cost needed to complete the Project and submit the revision to the City for its approval. Time schedules are subject to mutual agreement for any revision unless specifically described as otherwise herein. Delays attributable to or caused by one of the parties hereto amounting to 30 days or more affecting the completion of the work may be considered a cause for renegotiation or termination of this Agreement by the other party. VI PAYMENT The Consultant shall be paid by the City for completed work for services rendered under this Agreement as provided hereinafter as specified in Exhibit C, Cost Estimate. Such payment shall be full compensation for work performed or services rendered and for all labor, materials, supplies, equipment, and incidentals necessary to complete the work. Ali billings for compensation for work performed under this Agreement will list actual time (days and/or hours) and dates during which the work was performed and the compensation shall be figured using the rates in Exhibit C. Payment for this work shall not exceed $386,200 without a written amendment to this contract, agreed to and signed by both parties. Cost Plus Net Fee Payment for work accomplished shall be on the basis of the Consultant's actual cost plus a net fee. The actual cost includes direct salary cost, overhead, and direct non -salary cost. The direct salary cost is the salary expense for professional and technical personnel and principals for the time they are productively engaged in the work necessary to fulfill the terms of this Agreement. The direct salary costs are set forth in the attached Exhibit C and by this reference made a part of this Agreement. Page 3 of 14 Piazza/Oat a_Center/forms/City/Contracts E1-2015 ��t C/ 2. The overhead costs as identified on Exhibit C are determined as ' percent of the direct salary cost and by this reference made a part of this Agreement. The overhead cost rate is an estimate based on currently available accounting information and shall be used for all progress payments over the period of the contract. The direct non -salary costs are those costs directly incurred in fulfilling the terms of this Agreement, including, but not limited to travel, reproduction, telephone, supplies, and fees of outside consultants. The direct non -salary costs are specified in Exhibit C, Cost Estimate. Billings for any direct non -salary costs shall be supported by copies of original bills or invoices. Reimbursement for outside consultants and services shall be on the basis of the invoiced amount. Such invoiced amount must be reasonable for similar services within the area of the sub -consultant's profession. The net fee, which represents the Consultants profit shall be 4— percent of direct salary plus overhead costs. This fee is based on the Scope of Work and the estimated labor hours therein. In the event a supplemental agreement is entered into for additional work by the Consultant, the supplemental agreement will include provision for the added costs and an appropriate additional fee. The net fee will be prorated and paid monthly in proportion to the percentage of the project completed as estimated in the Consultant's monthly progress reports and approved by the City. Any portion of the net fee not previously paid in the monthly payments shall be included in the final payment, subject to the provisions of Section XI entitled TERMINATION OF AGREEMENT. 5. Progress payments may be claimed monthly for direct costs actually incurred to date as supported by detailed statements, for overhead costs and for a proportionate amount of the net fee payable to the Consultant based on the estimated percentage of the completion of the services to date. Final payment of any balance due the Consultant of the gross amount earned will be made promptly upon its verification by the City after completion and acceptance by the City of the work under this Agreement. Acceptance, by the Consultant of final payment shall constitute full and final satisfaction of all amounts due or claimed to be due. Payment for extra work performed under this Agreement shall be paid as agreed to by the parties hereto in writing at the time extra work is authorized. (Section Vill "EXTRA WORK"). A short narrative progress report shall accompany each voucher for progress payment. The report shall include discussion of any problems and potential causes for delay. To provide a means of verifying the invoiced salary costs for consultant employees, the City may conduct employee interviews. Acceptance of such final payment by the Consultant shall constitute a release of all claims of any nature, related to this Agreement, which the Consultant may have against the City unless such claims are specifically reserved in writing and transmitted to the City by the Consultant prior to its acceptance. Said final payment shall not, however, be a bar to any claims that the City may have against the Consultant or to any remedies the City may pursue with respect to such claims. The Consultant and its subconsultants shall keep available for inspection, by the City, for a period of three years after final payment, the cost records and accounts pertaining to this Agreement and all items related to, or bearing upon, these records. If any litigation, claim or audit is started before the expiration of the three-year retention period, the records shall be retained until all litigation, claims or audit findings involving the records have been resolved. The three-year retention period starts when the Consultant receives final payment. Page 4 of 14 Piazza/Da ta_Center/Forms/City/Contracts E1-2015 VII CHANGES IN WORK The Consultant shall make all such revisions and changes in the completed work of this Agreement as are necessary to correct errors appearing therein, when required to do so by the City, without additional compensation. Should the City find it desirable for its own purposes to have previously satisfactorily completed work or parts thereof revised, the Consultant shall make such revisions, if requested and as directed by the City in writing. This work shall be considered as Extra Work and will be paid for as provided in Section Vill. VIII EXTRA WORK The City may desire to have the Consultant perform work or render services in connection with the Project in addition to or other than work provided for by the expressed intent of the Scope of Work. Such work will be considered as Extra Work and will be specified in a written supplement which will set forth the nature and scope thereof. Work under a supplement shall not proceed until authorized in writing by the City. Any dispute as to whether work is Extra Work or work already covered under this Agreement shall be resolved before the work is undertaken. Performance of the work by the Consultant prior to resolution of any such dispute shall waive any claim by the Consultant for compensation as Extra Work. IX EMPLOYMENT The Consultant warrants that it has not employed or retained any company or person, other than a bona fide employee working solely for the Consultant, to solicit or secure this contract and that he has not paid or agreed to pay any company or person, other than a bona fide employee working solely for the Consultant, any fee, commission, percentage, brokerage fee, gifts or any other consideration, contingent upon or resulting from the award or making of this contract. For breach or violation of this warranty, the City shall have the right to annul this Agreement without liability, or in its discretion to deduct from the Agreement price or consideration or otherwise recover, the full amount of such fee, commission, percentage, brokerage fee, gift or contingent fee. Any and all employees of the Consultant, while engaged in the performance of any work or services required by the Consultant under this Agreement, shall be considered employees of the Consultant only and not of the City and any and all claims that may or might arise under the Workman's Compensation Act on behalf of said employees, while so engaged and any and all claims made by a third party as a consequence of any negligent act or omission on the part of the Consultant's employees, while so engaged on any of the work or services provided to be rendered herein, shall be the sole obligation and responsibility of the Consultant. The Consultant shall not engage, on a full or part-time basis, or other basis, during the period of the contract, any professional or technical personnel who are, or have been at any time during the period of this contract, in the employ of the City except regularly retired employees, without written consent of the City. If during the time period of this Agreement, the Consultant finds it necessary to increase its professional, technical, or clerical staff as a result of this work, the Consultant will actively solicit minorities through their advertisement and interview process. X NONDISCRIMINATION The Consultant agrees not to discriminate against any client, employee or applicant for employment or for services because of race, creed, color, national origin, marital status, sexual orientation, sex, age or handicap except for a Page S of 14 P iazza/Data_Ce n ter/Forms/City/Contracts E 1-2015 bona fide occupational qualification with regard to, but not limited to the following: employment upgrading, - demotion or transfer; recruitment or any recruitment advertising; layoff or termination's; rates of pay or other forms of compensation; selection for training; rendition of services. The Consultant understands and agrees that if it violates this Non -Discrimination provision, this Agreement may be terminated by the City and further that the Consultant shall be barred from performing any services for the City now or in the future, unless a showing is made satisfactory to the City that discriminatory practices have terminated and that recurrence of such action is unlikely. XI TERMINATION OF AGREEMENT A. The City reserves the right to terminate this Agreement at any time upon not less than ten (10) days written notice to the Consultant, subject to the City's obligation to pay Consultant in accordance with subparagraphs C and D below. In the event of the death of a member, partner or officer of the Consultant, or any of its supervisory personnel assigned to the project, the surviving members of the Consultant hereby agree to complete the work under the terms of this Agreement, if requested to do so by the City. This section shall not be a bar to renegotiations of this Agreement between surviving members of the Consultant and the City, if the City so chooses. In the event of the death of any of the parties listed in the previous paragraph, should the surviving members of the Consultant, with the City's concurrence, desire to terminate this Agreement, payment shall be made as set forth in Subsection C of this section. In the event this Agreement is terminated by the City other than for fault on the part of the Consultant, a final payment shall be made to the Consultant for actual cost for the work complete at the time of termination of the Agreement, plus the following described portion of the net fee. The portion of the net fee for which the Consultant shall be paid shall be the same ratio to the total net fee as the work complete is to the total work required by the Agreement. In addition, the Consultant shall be paid on the same basis as above for any authorized extra work completed. No payment shall be made for any work completed after ten (10) days following receipt by the Consultant of the Notice to Terminate. If the accumulated payment made to the Consultant prior to Notice of Termination exceeds the total amount that would be due as set forth herein above, then no final payment shall be due and the Consultant shall immediately reimburse the City for any excess paid. D. In the event the services of the Consultant are terminated by the City for fault on the part of the Consultant, the above stated formula for payment shall not apply. In such an event the amount to be paid shall be determined by the City with consideration given to the actual costs incurred by the Consultant in performing the work to the date of termination, the amount of work originally required which was satisfactorily completed to date of termination, whether that work is in a form or of a type which is usable to the City at the time of termination, the cost to the City of employing another firm to complete the work required and the time which may be required to do so, and other factors which affect the value to the City of the work performed at the time of termination. Under no circumstances shall payment made under this subsection exceed the amount which would have been made if the formula set forth in subsection C above had been applied. In the event this Agreement is terminated prior to completion of the work, the original copies of all Engineering plans, reports and documents prepared by the Consultant prior to termination shall become the property of the City for its use without restriction. Such unrestricted use not occurring as a part of this project, shall be without liability or legal exposure to the Consultant. Page 6 of 14 P.azza/Data Center/Forms/City/Contracts E1-2015 Payment for any part of the work by the City shall not constitute a waiver by the City of any remedies of any type it may have against the Consultant for any breach of this Agreement by the Consultant, or for failure of the Consultant to perform work required of it by the City. Forbearance of any rights under the Agreement will not constitute waiver of entitlement to exercise those rights with respect to any future act or omission by the Consultant. X11 DISPUTES Any dispute concerning questions of facts in connection with work not disposed of by agreement between the Consultant and the City shall be referred for determination to the Public Works Administrator or his/her successors and delegees, whose decision in the matter shall be final and conclusive on the parties to this Agreement. In the event that either party is required to institute legal action or proceedings to enforce any of its rights in this Agreement, both parties agree that any such action shall be brought in the Superior Court of the State of Washington, situated in King County at the Maleng Regional Justice Center in Kent, Washington. XIII LEGAL RELATIONS The Consultant shall comply with all Federal Government, State and local laws and ordinances applicable to the work to be done under this Agreement. This contract shall be interpreted and construed in accordance with the laws of Washington. The Consultant agrees to indemnify, defend and hold the City and its officers and employees harmless from and shall process and defend at its own expense all claims, demands or suits at law or equity arising in whole or part from the Consultant's errors, omissions, or negligent acts under this Agreement provided that nothing herein shall require the Consultant to indemnify the City against and hold harmless the City from claims, demands or suits based upon the conduct of the City, its officers or employees and provided further that if the claims or suits are caused by or result from the concurrent negligence of (a) the Consultant's agents or employees and (b) the City, its agents, officers and employees, this provision with respect to claims or suits based upon such concurrent negligence shall be valid and enforceable only to the extent of the Consultant's negligence or the negligence of the Consultant's agents or employees except as limited below. Insurance a. Consultant's Insurance. Consultant shall secure and maintain the following insurance policies, and shall not cancel or suspend the insurance policies identified below, except after twenty (20) calendar day's prior written notice by certified -mail to the City of Renton: i. Commercial General Liability Insurance: Commercial general liability insurance in the minimum amounts of $1,000,000 for each occurrence/$2,000,000 aggregate throughout the duration of this Agreement. ii. Automobile Liability insurance: With a minimum combined single limit for bodily injury and property damage of $1,000,000 for each accident. This is required of all consultant and professional service providers where a vehicle will be utilized to perform, prepare to perform or satisfy the Scope of Services. Renton may request a copy of Consultant's driving record abstract. "Consultant" in this Subsection shall mean the Consultant providing professional services, as well as the consultant's agents, employees, representatives, and/or volunteers who may operate a motor vehicle in relation to any Service to be provided under this Agreement. Page 7 of 14 Piazza /Data_Center/Forms/City/Contracts E 1-2015 iii. Professional Liability Insurance: Professional liability insurance, in the minimum amount of $1,000,000 for each occurrence, shall also be secured for any professional services being provided to Renton that are excluded in the commercial general liability insurance. iv. Workers' Compensation: Workers' compensation coverage, as required by the Industrial Insurance laws of the State of Washington. V. Renton as an Additional -Insured: It is agreed that on Consultant's commercial general liability policy, the City of Renton will be named as an Additional -Insured on a primary and non-contributory basis. Any coverage maintained by the City of Renton is solely for the coverage and benefit of Renton, and its elected officials, officers, agents, employees, representatives and volunteers. vi. Verification of Coverage: Subject to Renton's review and acceptance, a certificate of insurance showing the proper endorsements, shall be delivered to Renton before executing the work of this Agreement. b. Review of Policy: Upon request, Consultant shall give Renton a full copy of the insurance policy for its records and for the Renton City Attorney's or Risk Manager's review. The policy limits may be reviewed and the value reassessed annually or as required by law. C. Termination: Notwithstanding any other provision of this Agreement, the failure of Consultant to comply with the above provisions of this section shall subject this Agreement to immediate termination without notice to any person in order to protect the public interest. XIV SUBLETTING OR ASSIGNING OF CONTRACTS The Consultant shall not sublet or assign any of the work covered by this Agreement without the express consent of the City. XV ENDORSEMENT OF PLANS The Consultant shall place their certification on all plans, specifications, estimates or any other engineering data furnished by them in accordance with RCW 18.43.070. XVI COMPLETE AGREEMENT This document and referenced attachments contain all covenants, stipulations, and provisions agreed upon by the parties. Any supplements to this Agreement will be in writing and executed and will become part of this Agreement. No agent, or representative of either party has authority to make, and the parties shall not be bound by or be liable for, any statement, representation, promise, or agreement not set forth herein. No changes, amendments, or modifications of the terms hereof shall be valid unless reduced to writing and signed by the parties as an amendment to this Agreement. The invalidity or unenforceability of any provision in this Agreement shall not affect the other provisions hereof, and this Agreement shall be construed in all respects as if such invalid or unenforceable provision were omitted. Page 8 of 14 Piazza/ Data _Center/F orms/City/Contracts E 1-2015 XVI I EXECUTION AND ACCEPTANCE This Agreement may be simultaneously executed in several counterparts, each of which shall be deemed to be an original having identical legal effect. The Consultant does hereby ratify and adopt all statements, representations, warranties, covenants, and agreements contained in the Request for Qualifications, and the supporting materials submitted by the Consultant, and does hereby accept the Agreement and agrees to all of the terms and conditions thereof. IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the day and year first above written. CONSU NT CITY F NTON -fI-AO�5- S Zo Signature Date May r Denis L Da e Erik Waligorski type or print name Principal Title Page 9 of 14 P iazza/Data _Cente r/Forms/City/Co ntracts Talbot Hill Sewer Relocation - SR 1671CIDC Project Exhibit A Scope o1 Services - Design & Bidding Services Page 1 of 5 SCOPE OF SERVICES City of Renton Talbot Hill Sewer Relocation — SR167 IC/DC Project Design and Bidding Services Stantec Consulting Services Inc. PROJECT DESCRIPTION AND PURPOSE The purpose of this project is to relocate the existing sewer in South 14`h Street to make way for the new WSDOT SR167 Interchange!Direct Connector (IC/DC) Project. Currently, the existing sewer serving Talbot Hill is conveyed through an existing sewer line along South 14" Street, collecting sewer from either side of Talbot Hill, before conveying it under 1-405 along the extension of Shattuck Avenue S. This project will relocate the existing sewer in South 14" Street to the south approximately 1/2 block and will reroute the sewer across 1-405 via one of three possible alternatives that have been identified by the City and WSDOT. The project has been broken into the following three phases: Phase I — Alternatives Analysis Phase II — Design Development Phase III — Construction Services Phase I of the project has been completed and consisted of an alternatives analysis. The purpose of the alternatives analysis was to clarify the project goals, establish design criteria and evaluate alternative solutions before proceeding with final design and construction. The alternatives analysis included the evaluation of three alternative crossings of 1-405. Each alternative also evaluated the relocation of the South 14`" Street sewer to the south, through Talbot Hill. The alternatives analyzed during Phase I of the project consist of the following: 1. The installation of new sewer lift station(s), possibly one on each side of Talbot Hill. Relocating the sewer from South 14" Street and re -grading the sewer to flow to the new lift stations. Sliplining the existing sewer crossing of 1-405 at Shattuck Ave S with a new sewer force main to convey flow from the server lift stations to the existing system on the north side of 1-405. 2. Installing a new sewer crossing under 1-405 at the extension of Smithers Ave S. to maintain the new sewer at shallower depths than the existing Shattuck crossing. The sewer crossing of 1-405 would be a trenchless installation. Relocating the sewer from South 14" Street and re -grading the sewer to flow by gravity to the Smithers crossing. This would likely require a trenchless installation through Talbot Hill, which roughly peaks at Davis Ave S. 3. Installing a new sewer crossing under 1-405 via conventional open cut construction along Talbot Road S. Relocating the sewer from South 14"' Street and re -grading the sewer to flow by gravity to the Talbot Road crossing. This would likely require a trenchless installation through Talbot Hill, which roughly peaks at Davis Ave S. At the end of the Phase I — Alternatives Analysis work, it was determined that the City would proceed with Alternative 2 identified above consisting of a new trenchless installation along South 14`r Street where required and a new trenchless crossing of 1-405 at Smithers Ave S. Va200Tacuve�2002003606`manager-er.rh,;dgenDes�gn.9Wyc5ng chase',Talaot HII Sewer Relocaucn Scepe_Des:;r & 9iodmg_REVISED_20'50410 doc 4 ' 3 .'"' 5 Talbot Hill Sewer Relocation — SR 167 IC.IDC Project Exhibit A Scope of Services — Design & Bidding Services Page Z of 5 SCOPE OF SERVICES AND TASKS This scope of services consists of the following tasks: PHASE II — DESIGN DEVELOPMENT Task 200 Project Management Stantec shall provide the project management services necessary to comply with the Project Management Plan developed as part of this task. Stantec shall work closely with City staff to develop a Project Management Plan that includes a detailed scope of services, budget, and schedule that meets the City's overall needs. This task shall also include the daily, ongoing project management through the completion of Phase I of the project. This task includes monitoring progress against the Project Management Plan, attending periodic status meetings with the City, and preparing monthly status reports. Specific tasks for this effort are as follows: • Develop a Project Management Plan for the Phase II — Design Development • Conduct a project kickoff meeting • Prepare monthly status reports • Provide ongoing project management throughout Phase II of the project • Monitor progress against projected schedule, scope of service, and budget and administer monthly invoicing to City • Subconsultant procurement and coordination Deliverables: • Draft and Final Project Management Plans including Scope of Services, Budget, and Schedule • Monthly invoices and status reports Task 201 Geotechnical Investigation The purpose of the Geotechnical Investigation task is to identify the geotechnical conditions for the proposed alternative. This task includes obtaining available borehole laboratory test data that has been collected by WSDOT for the SR167 IC/DC Project, conducting up to 5 additional bore hole investigations along the specific alignment of Alternative 2, and preparing a geotechnical report to be used in the design and construction of Alternative 2. Specific Tasks for this effort are as follows: • Develop a Hazard and Safety Plan (HASP), coordinate utility locates using a private locating company, and coordination of the geotechnical investigation • Conducting up to 5 drilling and sampling locations along the preferred alignment • Conduct a laboratory analysis of the soil removed from the bore hole investigations • Prepare a draft geotechnical report • Conduct internal review of the geotechnical report and information • Prepare a final geotechnical report for submittal to the City and use in the design and bidding of Alternative 2 v �2002lactive`2002003606nanagemenfbudgerDesign•B&dding Phase7aftl HIH Se+ a' Reioca!icn Scope Design 3 Bidcfing_REVISE0_20150410 doe 4/13i2015 Talbot Hill Sewer Relocation — SR 167 IC/DC Project Exhibit A Scope of Services — Design & Bidding Services Page 3 of 5 Deliverables: • A draft and final Geotechnical Report summarizing the geotechnical investigation completed as part of this task (one copy submitted electronically) Assumptions: • No more than 5 subsurface geotechnical explorations will be completed as part of Phase II of the project Task 202 Design The design phase will include developing design Drawings, Specifications, and an Opinion of Probable Construction Cost (OPCC) that may be used by the City to obtain bids from Contractors to construct the improvements. Copies of these documents will be sent to the City for review and comment at the 50%, 90%, and Final design stages. Design efforts will address all comments received from previous stages of the project. Stantec will perform a topographic survey of the proposed route north of 1-405 along the extension of Smithers Avenue S to S. Renton Village Place. Stantec will also assist the City in obtaining necessary easements for the proposed route north of 1-405 which falls outside of the proposed WSDOT ROW. Stantec will provide quality assurance and quality control (QA/QC) reviews by senior technical engineers of the design documents prepared in order to minimize potential change orders and overall project costs. Stantec will also provide a constructability review by an experienced construction field representative. Stantec will assist the City in obtaining the necessary permits for the construction of the project. This scope of services assumes that Stantec will prepare a permit ready set of design drawings and the Utility Franchise Permit package and will submit the package to WSDOT for approval. It is assumed that WSDOT will help facilitate obtaining the necessary WSDOT utility franchise permit for the crossing of 1-405. This scope further assumes that the sewer relocation will fall under the current WSDOT SEPA/NEPA for the Renton to Tukwila Corridor Improvement Project and the JARPA permits for the SR167 1-405 IC/DC project and that no additional environmental studies will be required as part of the City's project. Stantec will prepare a project specific Storm Water Pollution and Prevention Plan (SWPPP) for the City's project. It is assumed that the City will not be required to provide mitigation for disturbing environmentally sensitive areas, but that any mitigation requirements are covered under the credit bank established by WSDOT for the SR167 1-405 IC/DC project. Stantec will contract with Staheli Trenchless Consultants (STC) for the analysis and design of the trenchless installations. STC will provide input into the geotechnical investigations and review the geotechnical data. STC will provide trenchless cost estimates, schedules, specifications, and calculations on the following trenchless methods: HDD, AXIS, Guided Auger Bore, and Guided Pipe Ram. STC will also provide QA/QC on the trenchless design drawings. Once the design is complete and approved by the City, Stantec will aid the City in obtaining bids from contractors by providing camera-ready bid documents and assisting the City in answering any prospective bidder's questions during the bid period, as needed. We will also provide an OPCC the City may use for comparison purposes during its bid review. Stantec will evaluate possible construction sequencing that will best facilitate the needs of the WSDOT project to allow Olympic Pipeline to perform their petroleum line relocation simultaneously with the City sewer relocation project. Specific Tasks required for this effort are as follows: V'2002`acbve1200200 6c.5—anagernernbudge00esign-Biddirg Phase�Telty Hill Sewer Reiocattcn Sccpe_0esigr d 8+ddtng_REVISED 20?504t 0 dcc 4/13/2015 Talbot Hill Sewer Relocation - SR1671C%DC Project Exhibit A Scope of Services - Design & Bidding Services Page 4 of 5 • Conduct a site investigation visit to review project set up and lay down areas that can be used for the trenchless installations • Perform topographic survey of new 1-405 crossing between 1-405 and existing sewer in South Renton Village Place and prepare necessary easement exhibits for City use • Coordinate with WSDOT to obtain latest SR167 IC/DC project information, including updated ROW plans and house demolition schedule • Prepare and submit design drawings, specifications/contract documents, and OPCC to the City at 50%, 90%, and final design stages. The City will provide copies of its latest standard specifications to facilitate this task • Verify system hydraulics of the proposed design using the City's Ultimate Hydraulic Model • Internal review of 50%, 90% and Final Drawings, Specifications, and OPCC prior to submittal to the City • Perform internal constructability review of the 50% and 90% design using experts in the design and construction of trenchless projects • Attend design coordination meetings with the City, Olympic Pipeline and WSDOT at 50% and 90% design stages to discuss review comments • Prepare utility franchise permit package for submittal to WSDOT for the new crossing of 1-405 • Prepare a project specific SWPPP Deliverables: • Three half-size reproducible paper review copies of the 50% and 90% design drawings, specifications, and OPCC • One reproducible quality paper copy of the final bid documents including half-size and full-size (22" x34") drawings, specifications, and associated contract documents (permits, wage rate tables, studies, etc.) for the City's use in obtaining bids to construction the improvements • One electronic (PDF) copy of the final bid documents as described above for use by the City in electronically bidding the project using online bid centers • WSDOT utility franchise permit package for 1-405 crossing • Project specific SWPPP • One electronic (PDF) copy of required easement exhibits to assist City in obtaining required easements Assumptions: • WSDOT will help facilitate obtaining the required WSDOT utility franchise permit for the trenchless crossing of 1-405 • The proposed project will fall under WSDOT's SEPA/NEPA application for the Renton to Tukwila Corridor Improvement Project and the JARPA for the SR167 1-405 IC/DC Project and no additional environmental studies will be required by the City of Renton Task 203 Bidding Services Stantec will provide assistance during the bidding process to include preparing for and attending a prebid meeting, answering bidder questions during the bid period, assistance with up to 3 addenda, attending the bid opening, and reviewing the bid tabulation as required. Specific Tasks required for this effort are as follows: • Assist City with answering prospective bidder's questions during the bidding period V520C2`ac5,,e2002003606'�anagernenCbudgerDesign-adding PhasoTalbct Hill Sewer Reiocatier &;ope_Design 8 Bidding REVISED 20+5C41C jc- 4 1 3.2" 5 Talbot Hill Sewer Relocation - SR t 671C/DC Project Exhibit A Scope of Services - Design & Bidding Services Page 5 of 5 • Prepare for and attend a prebid meeting • Assist in the preparation of up to three (3) addenda (as required) • Attend the bid opening • Review of the bid tabulation (as required) Deliverables: • Answers to bidder's questions in the form of electronic email to the City • Preparation of up to three (3) addenda (as required) Assumptions: • Stantec will not be required to reproduce bid sets to be distributed to prospective bidders • The City will be responsible for the review of Contractor's references as part of the bidding process • The City will be responsible for the creation and maintenance of the bidder's list and will distribute any required information, including addenda and/or clarifications • The City will prepare the award recommendation I:4.LZG1M3N 11>i_1 V 12002active'2002C-C3606'uranagementlbudgenDesign-Bidding Phase`,Talbot Hio Sewer Relocation Scope_Design & Biddrg_REVtSED_20150410 doc 4/13/2015 Talbot Hill Sewer Relocation - SR 1671C./DC Project Exhibit B Schedule - Design & Bidding Services Page 1 of i EXHIBIT B SCHEDULE City of Renton Talbot Hill Sewer Relocation - SR167 IC/DC Project Design and Bidding Services Stantec Consulting Services Inc. SCHEDULE • Notice to Proceed — May 1, 2015 • Geotechnical Investigation — May 2015 to July 2015 • Design — June 2015 to January 2016 • Bidding Services — January 2016 'All work under this contract to be completed by December 31, 2016 END OF EXHIBIT B V:1,2002\ac:rve,2002003606vnanagernenPbt;Cget.D"gn-adding PnasekTaltot Hill Oes+gr ScheC0e_2015033C doc 5/8/2015 EXHIBIT C BUDGET City of Renton Talbot Hill Sewer Relocation - SR 167 IC!DC Project Design and Bidding Services TOTAL LABOR REILIB. SUB -CONSULTANT I TOTAL Task Hours Cost Reirrlb Cost w%Markup Cost S27,880 $641 $5,979 $34,500 200 Project Management 138 Prepare project plan 14 S2,774 $100 $2.874 Conduct project l meeting 10 $1,634 $1,634 Prepare monthly status reports 16 $3,376 $100 $3,476 Manage staff and tasks 66 $13,814 $250 $5,435 $5,979 $20,043 Monitor progress and monthly invoicing 16 $3,376 $80 $3,456 Procure sub -consultant services 16 S2,906 $111 $3,01 7 529,980 $1,214 $23,106 $54,300 201 Geotechnlcallnvestigallon 178 Develop sa'ety plan, locales and setup 13 $2,154 $70 $500 $550ff $2,774 Drilling and sampling 60 $9,84.0 $480 $18,000 $19,8001 $30.120 Laboratory Analysis 4 $656 $24 $2,505 $2,756 $3,436 Prepare draft geotechnical report 60 $9,840 $400 $10,240 Conduct internal review of geotechnical report 26 S5,030 $140 $5,170 Prepare final geotechnical report 15 $2,460 $100 $2,560 $235,120 S8,847 $37,433 $281,400 202 Design 1,510 Conduct site investigation walk 20 $3,268 $513 $3,318 Topographic survey and easement exhib is 60 S8,456 $512 $8 968 Coordination wMSDOT on latest plans/schedule 32 $6,640 $160 $6.800 Prepare 50%PS&E 314 $47,374 $2,000 $49,374 Verify system hydraulics 36 S5,568 $250 $5,818 Conduct internal review of 50 % PS&E 54 $' 0,524 $100 $10,624 Submit 50 % PS&E to City 22 $3,142 $300 $3,442 Attend 501,b review meeting 20 S3,268 $50 $3,318 Prepare 90% PS&E 394 $59,654 $2,220 $61,874 Conduct internal review of 90% PS&E 68 $13,064 $100 $13,164 Submit 90% PS&E to City 22 $3,142 $300 $3 442 Prepare permit applications for WSDOT 100 $14,700 $500 $15.200 Prepare project specific SWPPP 48 $6,816 $225 $7,041 Attend 901% review meeting 20 $3,268 $50 $3 318 Prepare final PS&E 252 $36,276 $1,800 $38 076 StahelTrench'.ess Consultants & coord. 48 $9.960 $230 $34,030 S37,433 $47 623 $12,505 $442 $3,053 S16,000 203 Bidding Services 74 Answer bidder questions during bid period 24 $4,1 16 $120 $2,015 $2,217 $6 453 Attend prebid meeting and prep 16 $2,902 $140 $760 $836 $3,878 Assist with addenda (up to 3 assumed) 26 $4,110 $132 $4,242 Attend bid opening 2 $422 $50 $472 Review bid tabulation (as required) 6 $955 $955 Projected Total Project Hours and Costs 1,900 S305,485 $11,144 $63,245 $69,570 $386,200 C,ty Summary -^.are C1312015 v 12C)MaclPtase'.Tatbo! Hill Sewer Relocation Cespn-Bedding 8udget_ REvtSE0_041015 „is CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION NO. 4085 It is the policy of the City of Renton to promote and provide equal treatment and service to all citizens and to ensure equal employment opportunity to all persons without regard to their race; religion/creed; national origin; ancestry; sex; age over 40; sexual orientation or gender identity; pregnancy; HIV/AIDS and Hepatitis C status; use of a guide dog/service animal; marital status; parental/family status; military status; or veteran's status, or the presence of a physical, sensory, or mental disability, when the City of Renton can reasonably accommodate the disability, of employees and applicants for employment and fair, non-discriminatory treatment to all citizens. All departments of the City of Renton shall adhere to the following guidelines: (1) EMPLOYMENT PRACTICES - The City of Renton will ensure all employment related activities included recruitment, selection, promotion, demotion, training, retention and separation are conducted in a manner which is based on job -related criteria which does not discriminate against women, minorities and other protected classes. Human resources decisions will be in accordance with individual performance, staffing requirements, governing civil service rules, and labor contract agreements. (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of Renton will cooperate fully with all organizations and commissions organized to promote fair practices and equal opportunity in employment. (3) CONTRACTORS' OBLIGATIONS - Contractors, sub -contractors, consultants and suppFers conducting business with the City of Renton shall affirm and subscribe to the Fair Practices and Non-discrimination policies set forth by the law and by City policy. Copies of this policy shall be distributed to all City employees, shall appear in all operational documentation of the City, including bid calls, and shall be prominently displayed in appropriate city facilities. CONCURRED IN by the City Council of the City of Renton, Washington, this 75h day of March 12011 CITY F RENTON Denis Law, Mayor Attest: Bonnie I. Walton, City Clerk RENTON CITY COUNCIL until Pr sident Page 13 of 14 Piazza/Data—Center/Forms/City/Contracts E1-2015 CITY OF RENTON FAIR PRACTICES POLICY AFFIDAVIT OF COMPLIANCE Stantec Consulting Services Inc. hereby confirms and declares that: (Name of contractor/subcontractor/consultant) It is the policy of the above -named contractor/subcontractor/consultant, to offer equal opportunity to all qualified employees and applicants for employment without regard to their race; religion/creed; national origin; ancestry; sex; the presence of a physical, sensory, or mental disability; age over 40; sexual orientation or gender identity; pregnancy; HIV/AIDS and Hepatitis C status; use of a guide dog/service animal; marital status; parental/family status; military status; or veteran's status. The above -named contractor/subcontractor/consultant complies with all applicable federal, state and local laws governing non-discrimination in employment. III. When applicable, the above -named contractor/subcontractor/consultant will seek out and negotiate with minority and women contractors for the award of subcontracts. Erik Waligorski Print Agent/Representative's Name Principal Print Agent/Representative's Title Agent/Represents s Signature i A_14 l Date SigAd Instructions: This document MUST be completed by each contractor, subcontractor, consultant and/or supplier. Include or attach this document(s) with the contract. Page 14 of 14 Piazza/Data—Center/Forms/City/Contracts Accounts Receivable Invoice D City of ref 1055 South Grady Way / Renton, WA 98057 / (425) 430-6897 WA ST DOT ATTN: ROSS FENTON P.E. CONTRACT MGR URBAN CORRIDORS 600 108TH AVE NE SUITE 405 BELLEVUE, WA 98004 CITY OF RENTON AR Account No. 1256 Invoice No. 38110 Date 1212/2014 Amount Due 108,576.81 Due Date 01/16/2015 Amount Enclosed Make Checks Payable to the CITY OF RENTON Please include your AR account number ------------ When paying by check, detach and return the above with payment. --------------------------------------------- DESCRIPTION AMOUNT Reimbursement for the Alternatives Analysis for the relocation of city -owned sanitary sewer mains on 108,576.81 Talbot Hill, Per WSDOT Agreement UTB 1172 Grant Billing: 108,576.81 Total Amount Due: 108,576.81 AR ACCOUNT NO. 1256 TO AVOID INTEREST AND/OR PENALTY CHARGES 108,576.81 PLEASE REMIT PAYMENT BY DUE DATE Please Remit to: CITY OF RENTON ATTN: FINANCE / AR 1055 S. GRADY WAY RENTON. WA 98057 INVOICE REQUEST City of Renton Finance Department Date From Department Authorization (Name & Signature) December 10, 2014 PW/Utility Systems Division/ Wastewater Utility Section ELI Teresa Phelan Customer Number Account Name Dept Contact / Phone Dave Christensen, x7212 X Original Invoice ❑ Credit Memo ❑ Debit Memo For Invoice: Invoice Title SR 167 Interchanged Direct Connector —Talbot Sewer Relocation WSDOT Agreement UTB 1172 Description Amount Reimbursement for the Alternatives Analysis for the relocation of $108,576.81 city -owned sanitary sewer mains on Talbot Hill, per WSDOT Agreement UTB 1172 Account Distribution Work Order/ Function Amount 426.465506.018.334.03.60.000 $108,576.81 Talbot Hill Sewer Replacement WSDOT INVOICE TOTAL $108,576.81 Comments: Please return the invoice to Teresa Phelan, Utility Systems, for mailing with supporting documentation. Address: Mr. Ross Fenton, P.E. Contract Manager WSDOT Urban Corridors Office 600 108th Avenue NE, Suite 405 Bellevue, WA 98004 Phone: 425-456-8S38 Send completed form and all backup to Accounts Receivable, Sue Olson, ASD. ext. 6897 INVOICE REQUEST City of Renton Finance Department Date From Department Authorization (Name & Signature) December 10, 2014 PW/Utility Systems Division/ Wastewater Utility Section --' Teresa Phelan Customer Number Account Name tt Dept Contact / Phone Dave Christensen, x7212 X Original Invoice I Credit Memo Debit Memo For Invoice: Invoice Title SR 167 Interchanged Direct Connector —Talbot Sewer Relocation WSDOT Agreement UTB 1172 Description Amount Reimbursement for the Alternatives Analysis for the relocation of $108,576.81 city -owned sanitary sewer mains on Talbot Hill, per WSDOT Agreement UTB 1172 Account Distribution Work Order/ Function Amount 426.465506.018.334.03.60.000 $108,576.81 Talbot Hill Sewer Replacement WSDOT INVOICE TOTAL $108,576.81 Comments: Please return the invoice to Teresa Phelan, Utility Systems, for mailing with supporting documentation. Address: Mr. Ross Fenton, P.E. Contract Manager WSDOT Urban Corridors Office 600 108`h Avenue NE, Suite 405 Bellevue, WA 98004 Phone: 425-456-8538 Send completed form and all backup to Accounts Receivable, Sue Olson, ASD. ext. 6897 Denis Law City Of Mayor e. Public Works Department - Gregg Zimmerman, P. E., Administrator December 15, 2014 Mr. Ross Fenton, P.E. Contract Manager WSDOT Urban Corridors Office 600 108th Avenue NE, Suite 405 Bellevue, WA 98004 RE: SR 167 INTERCHANGE DIRECT CONNECTOR—TALBOT SEWER RELOCATION WSDOT AGREEMENT NUMBER UTB 1172 Dear Mr. Fenton: In accordance with WSDOT Agreement UTB 1172, the City of Renton is requesting reimbursement for consultant costs by Stantec Consulting Services, in the amount of $108,576.81, for the Alternatives Analysis work performed for the relocation of city -owned sanitary sewer mains on Talbot Hill. Attached are copies of the eight paid invoices; a summary sheet from the City's invoice system showing payment made for each invoice; a summary memo showing the breakdown of consultant costs for the work performed; and an invoice. For your convenience, a copy of the Utility Agreement between the City and WSDOT and a copy of the consultant agreement between the City and Stantec Consulting Services are also attached. Stantec Consulting Services has completed all work associated with this initial task. At this point, the City is awaiting word from WSDOT as to when we will enter the next agreement phase for design and construction of the alternative identified in the alternatives analysis. If you have any questions regarding this request for reimbursement, please contact me by phone at 425.430.7212 or by email at: dchristensen@rentonwa.gov. Sincerely, (zC David M. Christensen Wastewater Utility Engineering Manager Attachments \\RVFPS-02\Depts\PW\File Sys\WWP - Waste Water\WWP-03-0000 Correspondence - Wastewater\DaveC\2014 Correspondence\Talbot Hill WSDOT Reimbursement Letter.doc\DMCtp Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov Washington State vV Department of Transportation Utility Preliminary Engineering Agreement Work by Utility - State Cost Agreement Number I Region UTB 1172 1 Northwest Region Control Section I State Route I Mileposts 174303 1 405 Estimated Agreement Amount $145,900 From 02.25 To 03.74 Utility Name and Address City of Renton Renton City Hall 1055 South Grady Way Renton, WA 98057 Project Title / Location SR 167 Interchange Direct Connector SR 167 M.P 24.45 to M.P. 26.29 This Utility Preliminary Engineering Agreement, herein "Agreement," is made and entered into between the State of Washington, Department of Transportation, herein "STATE," and the above named Utility, herein "UTILITY." WHEREAS, the STATE is planning the construction or improvement of the State Route as shown above for the listed STATE project, and in connection therewith, it is necessary to remove, relocate or construct certain UTILITY facilities, and WHEREAS, the STATE is responsible for the cost of the preliminary engineering for the UTILITY's facilities that are located pursuant to a documented ownership interest in real property, such as an easement, fee title, or court finding of prescriptive right, which is impacted by the STATE project, but the STATE is not responsible for preliminary engineering costs associated with facility betterments, and WHEREAS, it is deemed to be in the best public interest for the UTILITY to develop the preliminary engineering, including the preparation of plans, specifications and cost estimate, herein the "Work," for the removal, relocation or construction of the UTILITY's facilities as part of the STATE's project, and WHEREAS, the STATE and the UTILITY intend to enter into a Utility Construction Agreement to cover the actual construction, relocation, and/or removal of the UTILITY's facilities, NOW, THEREFORE, pursuant to chapter RCW 47.10.210 and chapter 47.44 RCW, and in consideration of the terms, conditions, covenants, and performances contained herein, as well as the attached Exhibits which are incorporated and made a part hereof, IT IS MUTUALLY AGREED AS FOLLOWS: 1. PLANS, SPECIFICATIONS AND BIDS 1.1 Program Guide: Utility Relocation and Accommodation on Federal Aid Highway Projects shall determine and establish the definitions and applicable standards and payments under this Agreement. By this reference this document is adopted and made a part of this Agreement as if fully contained herein. 1.2 Betterment: A betterment is any improvement to the UTILITY's facilities not required by code, regulation, standard industry practice, or any other applicable regulation. If any of the Work constitutes a betterment as defined in the Program Guide: Utility Relocation and Accommodation on Federal Aid Highway Projects, the UTILITY is solely responsible for the preliminary engineering costs of such improvement. 1.3 The UTILITY agrees to perform the preliminary engineering, including the preparation of plans, specifications and cost estimates (PS&E), herein the "Work," for the removal, relocation, and/or construction of the UTILITY's facilities impacted by the STATE's project. Should the Work include betterments to the facilities, the UTILITY shall identify such betterments for STATE review. The STATE has provided to the UTILITY a copy of the STATE's project plans, identified as Exhibit C. DOT Form 224-072 EF Page 1 of 4 Agreement UTB 1 172 Revised 1/2011 1.4 The UTILITY agrees to provide the STATE a copy of its PS&E, including the identification of betterments, if any. The STATE will review for acceptance of the PS&E to ensure that it is in compliance with STATE requirements and standards prior to incorporating it into the STATE project plans. The Parties agree to comply with the document submission and review process as identified in Exhibit A, Special Provisions, including the Scope of Work. 1.5 If the UTILITY is not adequately staffed or equipped to perform all of the Work required herein, the UTILITY may have all or part of the Work performed by consultant(s) under a contract let by the UTILITY or have the Work performed under an ongoing contract with a UTILITY consultant. UTILITY consultant(s) shall be in good standing with the STATE, and the UTILITY shall provide to the STATE for STATE review a cost estimate for the Work to be performed by the UTILITY's consultant(s). 2. PAYMENT 2.1 The STATE is responsible for the cost of the Work, excluding all betterment work, for the UTILITY's facilities that are located pursuant to a documented ownership interest in real property, such as an easement, fee title, or court finding of prescriptive right, which are impacted by the STATE project, as shown in Exhibits A and B. Exhibit B, Cost Estimate, contains an itemized cost estimate of STATE -responsible costs for the Work to be performed by the UTILITY. 2.2 The STATE, in consideration of the faithful performance of the Work to be done by the UTILITY, agrees to reimburse the UTILITY for the actual direct and related indirect cost of the Work, excluding all betterment work, for which the STATE is responsible as defined in Exhibits A and B. The UTILITY agrees to invoice the STATE and provide supporting documentation for all charges, and the STATE agrees to pay the UTILITY within thirty (30) calendar days of receipt of an invoice. Payments shall not be more frequent than one per month. A partial payment will not constitute agreement as to the appropriateness of any item and that, at the time of final invoice, the Parties will resolve any discrepancies. 2.3 The UTILITY shall submit a final billing to the STATE within ninety (90) calendar days following completion of the Work. 3. CHANGE IN WORK OR COST INCREASE 3.1 Increase in Cost: In the event unforeseen conditions require an increase in the cost of the Work for which the STATE is responsible, the Exhibit B, Cost Estimate (including sales tax, engineering, and contingencies) by more than zero ( 0 ) percent, the Parties agree to modify Exhibit B to include such cost increase. 3.2 Should it be necessary to modify the Scope of Work, the UTILITY agrees to immediately notify the STATE of all proposed changes, and the STATE agrees to provide written notice of its acceptance or rejection of the change(s), in writing, within fifteen ( 1_ ) working days. 4. RIGHT OF ENTRY 4.1 The STATE hereby grants to the UTILITY a right of entry onto all lands in which it has an interest for the Work as defined in Exhibits A and C. Upon completion and acceptance of the Work, this right of entry shall terminate, except as otherwise provided in Section 5.4. 4.2 The UTILITY agrees to obtain rights of entry, if needed, upon all privately owned lands necessary to perform the Work. The UTILITY also agrees to obtain all necessary permissions for the STATE to enter upon such lands, if required, for the duration of this Agreement. The UTILITY agrees to provide the rights of entry and applicable permissions to the STATE within thirty ( 30 ) calendar days of entering into this Agreement. Upon completion of the Work on such lands, the rights of entry and permissions shall terminate, except as otherwise provided in Section 5.4. Page 2 of 4 Agreement UTB 1172 5. GENERAL PROVISIONS 5.1 Indemnification: The UTILITY shall indemnify and hold harmless the STATE and its agents, employees, and/or officers from and shall process and defend at its own expense any and all claims, demands, suits at law or equity, actions, penalties, losses, damages (both to persons and/or property), or costs, of whatsoever kind or nature, brought against the STATE and its agents, employees and/or officers, arising out of, in connection with, or incident to the Work performed by the UTILITY pursuant to the terms of this Agreement. Provided, however, that if such claims are caused by or result from the concurrent negligence of (a) the UTILITY and (b) the STATE, its agents, employees, and/or officers, or involves those actions covered by RCW 4.24.115, this indemnity provision shall be valid and enforceable only to the extent of the intentional or negligent acts or omissions of the UTILITY; Provided further, that nothing herein shall require the UTILITY to hold harmless or defend the STATE, its agents, employees, and/or officers from any claims arising from the sole negligence of the STATE, its agents, employees, and/or officers. This indemnification shall survive any termination of this Agreement. 5.2 Disputes: If a dispute occurs between the UTILITY and the STATE at any time during the performance of the Work pursuant to this Agreement, the Parties agree to negotiate at the management level to resolve any issues. Should such negotiations fail to produce a satisfactory resolution, the Parties agree to enter into arbitration and/or mediation before proceeding to any other legal remedy. Each Party shall be responsible for its own fees and costs. The Parties agree to equally share in the cost of a mediator or arbiter. 5.3 Venue: In the event that either Party to this Agreement deems it necessary to institute legal action or proceedings to enforce any right or obligation under this Agreement, the Parties agree that any such action or proceedings shall be brought in the superior court situated in Thurston County, Washington. Further, the Parties agree that each shall be responsible for its own attorneys fees and costs. 5.4 Termination: Neither the STATE nor the UTILITY may terminate this Agreement without the concurrence of the other Party. Termination shall be in writing and signed by both Parties. 5.5 Amendments: This Agreement may be amended by the mutual agreement of the Parties. Such amendments or modifications shall not be binding unless put in writing and signed by persons authorized to bind each of the Parties. 5.6 Independent Contractor: Both Parties shall be deemed independent contractors for all purposes, and the employees of each Party and any of its contractors, subcontractors, consultants, and the employees thereof, shall not in any manner be deemed to be the employees of the other Party. 5.7 Audit and Records: During the progress of the Work and for a period of not less than three (3) years from the date of final payment, the UTILTITY shall maintain the records and accounts pertaining to the Work and shall make them available during normal business hours and as often as necessary, for inspection and audit by the State of Washington and/or Federal Government and copies of all records, accounts, documents or other data pertaining to the Work will be furnished upon request. The requesting Party shall pay the cost of copies produced. If any litigation, claim or audit is commenced, the records and accounts along with supporting documentation shall be retained until any litigation, claim or audit finding has been resolved even though such litigation, claim or audit continues past the three-year retention period. 5.8 Working Days: Working days for this Agreement are defined as Monday through Friday, excluding Washington State holidays per RCW 1.16.050. Page 3 of 4 Agreement UTB 1172 IN WITNESS WHEREOF, the Parties hereto have executed this Agreement as of the day and year last written below. UTILITY By —9 e4 Name Gregg Zimmerman Title Public Works Administrator Date ✓ v� STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION By Name Title ARA Design -Build & 1-405/SR 167 Date DOT Form 22"72 EF Page 4 of 4 Agreement UTB 1172 Revised 1/2011 Talbot Hill Sewer Relocation — SR167 IC/DC Project Exhibit A Scone of Services Page 1 of 7 SCOPE OF SERVICES City of Renton Talbot Hill Sewer Relocation — SR167 IC/DC Project Stantec Consulting Services Inc. PROJECT DESCRIPTION AND PURPOSE The purpose of this project is to relocate the existing sewer in South 141h Street to make way for the new WSDOT SR167 Interchange/Direct Connector (IC/DC) Project. Currently, the existing sewer serving Talbot Hill is conveyed through an existing sewer line along South 14" Street, collecting sewer from either side of Talbot Hill, before conveying it under 1-405 along the extension of Shattuck Avenue S. This project will relocate the existing sewer in South 14`h Street to the south approximately 1/2 block and will reroute the sewer across 1-405 via one of three possible alternatives that have been identified by the City and WSDOT. The Scope of Services for this project shall be broken into the following three phases: Phase I — Alternatives Analysis Phase II — Design Development Phase III — Construction Services Phase I of the scope of services will consist of an alternatives analysis. The purpose of the alternatives analysis is to clarify the project goals, establish design criteria and evaluate alternative solutions before proceeding with final design and construction. The alternatives analysis will include the evaluation of three alternative crossings of 1-405. Each alternative will also evaluate the relocation of the South 14`h Street sewer to the south, through Talbot Hill. The alternatives identified by the City and WSDOT consist of the following: 1. The installation of new sewer lift station(s), possibly one on each side of Talbot Hill. Relocating the sewer from South 14`h Street and re -grading the sewer to flow to the new lift stations. Sliplining the existing sewer crossing of 1-405 at Shattuck Ave S with a new sewer force main to convey flow from the sewer lift stations to the existing system on the north side of 1-405. 2. Installing a new sewer crossing under 1-405 at the extension of Smithers Ave S. to maintain the new sewer at shallower depths than the existing Shattuck crossing. The sewer crossing of 1-405 would be a trenchless installation. Relocating the sewer from South 14`h Street and re -grading the sewer to flow by gravity to the Smithers crossing. This would likely require a trenchless installation through Talbot Hill, which roughly peaks at Davis Ave S. 3. Installing a new sewer crossing under 1-405 via conventional open cut construction along Talbot Road S. Relocating the sewer from South 14'h Street and re -grading the sewer to flow by gravity to the Talbot Road crossing. This would likely require a trenchless installation through Talbot Hill, which roughly peaks at Davis Ave S. The goal of the alternatives analysis shall be to prepare a "basis of design" that shall be used during Phase II and Phase III of the scope of services. A detailed scope of services for Phase II and Phase III is not included at this time. V12002\ac6ve\0015\Talbot Hill Sewer Relocation\Scope and Budget\Talbot Hill Sewer Relocation Scope_REVISED_012314.doc 1 /23/2014 Talbot Hill Sewer Relocation — SR 167 IC/DC Project Exhibit A Scone of Services Page 2 of 7 SCOPE OF SERVICES AND TASKS This scope of services consists of the following tasks: PHASE I — ALTERNATIVES ANALYSIS Task 200 Project Management Stantec shall provide the project management services necessary to comply with the Project Management Plan developed as part of this task. Stantec shall work closely with City staff to develop a Project Management Plan that includes a detailed scope of services, budget, and schedule that meets the City's overall needs. This task shall also include the daily, ongoing project management through the completion of Phase I of the project. This task includes monitoring progress against the Project Management Plan, attending periodic status meetings with the City, and preparing monthly status reports. Specific tasks for this effort are as follows: • Develop a Project Management Plan for the Alternatives Analysis • Conduct a project kickoff meeting • Prepare monthly status reports • Provide ongoing project management throughout Phase I of the project • Monitor progress against projected schedule, scope of service, and budget and administer monthly invoicing to City • Subconsultant procurement and coordination Deliverables: • Draft and Final Project Management Plans including Scope of Services. Budget, and Schedule • Monthly invoices and status reports Assumptions: • N/A Task 201 Topographic Surveying The purpose of the Topographic Surveying task is to supplement the survey data provided by WSDOT with accurate horizontal and vertical locations of the existing City of Renton sewer manholes within the project area. This task will also include accurate measure down information on the manholes to be used during Phase I and Phase II of the project. It is assumed that this task can be completed using GPS equipment by a single surveyor on site. The survey will be tied to the City's existing survey datum so that the data can be included in the City's GIS database. Specific Tasks for this effort are as follows: • Research existing City of Renton datum control • Convert existing WSDOT MicroStation survey data to AutoCAD and prepare preliminary base map of project area • Perform GPS survey of existing sewer manholes within the project area • Collect measure down information for existing sewer manholes V \20021actwe\00151Talbot Hill Sewer Relocabon%Scope and BudgetJalbot Hill Sewer Relocation Scope_REVISED_012314.doc 1 /23/2014 Talbot Hill Sewer Relocation — SR167 IC/DC Project Scope of Services Exhibit A Page 3 of 7 Process survey data and add new sewer manhole information to the existing WSDOT survey data Map review, quality control and field verification as needed Office support of survey tasks Deliverables: • WSDOT survey data and Stantec collected MH data to be used to generate preliminary plans for Phase I of the project. Assumptions: • This task does not include performing any boundary surveys that may be required to obtain easements on the north side of 1-405 • No utility locating will be completed. It is assumed that the information contained in the WSDOT survey is sufficient for completion of Phase I • No detailed topographic survey will be completed during Phase I of the project, it is assumed that the selected alternative will be fully surveyed during Phase II Task 202 Project Objectives The purpose of the Project Objectives task is to develop the project goals and establish the design criteria. This task shall consist of an initial project workshop where the Stantec team will meet with City staff to develop the goals and criteria to be used as the basis of the alternatives analysis. Once the goals and criteria have been developed. the Stantec team will conduct a planning evaluation of the project. This task includes conducting site research to identify the topographical and other issues facing the project, including wetlands, streams, and existing utilities. As part of the site research, the Stantec Team will identify potential easement requirements for the various alternatives. Specific Tasks for this effort are as follows: • Prepare a large overall project area map for use at Workshop #1 with general site conditions to include topography, existing utilities, property boundaries, and other known easements, if available • Conduct Workshop #1 to develop project goals and establish design criteria. It is assumed that Workshop #1 will include both City staff and WSDOT representatives • Conduct site research to include site visit of the general project area. Site research shall identify existing sensitive areas including, wetlands, streams, steep slopes, etc. • Identify potential easement requirements • Prepare a Technical Memorandum (TM #1) which outlines the decisions made as part of Workshop #1 and provides the results of the site research conducted as part of this task Deliverables: • Large overall project map for use during Workshop #1 • A Technical Memorandum (TM#1) summarizing the results of the site research conducted as part of the Project Objectives Task (one copy submitted electronically) Assumptions: • There are no hazardous materials within the project area that will require identification and classification VA2002\active\0015\Talbot Hill Sewer Relocauon\Scope and Budgef Talbot Hill Sewer Relocation Scope_REVISED_012314.doc 1 /23'2014 Talbot Hill Sewer Relocation — SR167 IC/DC Project SCODe of Services Exhibit A ge 4 of 7 • The Stantec Team has full access to the project area without needing to get right of entry permission from WSDOT or local residents. Task 203 Geotechnical Desk Study The purpose of the Geotechnical Desk Study task is to provide recommendations and opinions with regard to the geotechnical conditions for each alternative. This task includes reviewing the borehole data that is being collected by WSDOT for the SR167 IC/DC Project, obtaining and reviewing additional borehole data for the site locations, and preparing a report with recommendations and opinions for the three alternatives identified by the City and WSDOT. This task assumes that no in field subsurface geotechnical explorations will be conducted for Phase I of the project. This task will attempt to locate borehole data from other sources to eliminate potential data gaps, as needed. Specific Tasks for this effort are as follows: • Research and collect borehole data from WSDOT and other sources through public records • Prepare a draft geotechnical technical memorandum based on the desk study which provides opinions and recommendations for the three alternatives based on available geotechnical information • Conduct internal QA/QC on the draft geotechnical technical memorandum • Review the draft geotechnical technical memorandum and submit draft for City review • Prepare Technical Memorandum #2 Deliverables: • A draft and final Technical Memorandum (TM#2) summarizing the geotechnical desk study completed as part of this task (one copy submitted electronically) Assumptions: • No subsurface geotechnical explorations will be completed as part of Phase I of the project Task 204 Alternatives Analysis The purpose of the Alternatives Analysis task is to evaluate each of the three alternatives identified by the City and WSDOT against the project objectives and design criteria identified in Task 202. The site research conducted as part of Task 202 and information gathered from Task 203 will be used during this task to identify and evaluate easement and environmental issues to determine permitting and easement acquisition requirements for the project. Each alternative will be evaluated using the City's current hydraulic model to determine if the proposed alternative meets the City's needs for both current and future flow rates. It is assumed that the current hydraulic model is sufficient for the hydraulic analysis of this basin. The Smithers and Talbot Road alternatives will be evaluated for the possibility of using trenchless construction to install a new line across Talbot Hill and also under 1-405 as part of the Smithers crossing alternative. The trenchless analysis will include review of the groundwater analysis conducted by WSDOT, a trenchless methods feasibility analysis, an alignment comparison study, a trenchless risk analysis, preliminary settlement analysis, jacking force analysis, and cost and schedule impacts. This information will be compiled into a trenchless technical memorandum. VA20021active\0015\Talbot Hill Sewer Re1oca5onlScope and Budget\Talbot Hill Sewer Relocation Scope_REVISED_012314.doc 1/23/2014 Talbot Hill Sewer Relocation — SR167 IC/DC Project Scope of Services Exhibit A oe5of7 A planning level cost estimate shall be developed for each of the identified alternatives. This information shall be combined with the results of the analysis discussed above and shall be presented in a Technical Memorandum (TM#3) to the City for review. Following review of the TM#3 by the City and WSDOT, Workshop #2 will be held with City staff and WSDOT representatives to review the alternatives analysis and to select the preferred alternative to be designed as part of Phase II. A summary of Workshop #2, including the selection of the preferred alternative, will be submitted to the City in Technical Memorandum (TM#4). Specific Tasks required for this effort are as follows: • Review easement considerations • Identify environmental issues • Perform a trenchless alternatives analysis • Identify permit requirements • Perform a hydraulic analysis for each alternative • Prepare planning level alignment maps • Prepare planning level cost estimates • Identify operational considerations for each alternative • Prepare Technical Memorandum (TM#3) summarizing alternative analysis results • Coordination with WSDOT for review of alternatives analysis results • Conduct Workshop #2 to review alternatives analysis and select preferred alternative. This task assumes that both City staff and WSDOT representatives are in attendance • Prepare summary Technical Memorandum (TM#4) from alternative selection process Deliverables: • A Technical Memorandum (TM#3) summarizing the alternatives analysis results (one copy submitted electronically) • A Technical Memorandum (TM#4) summarizing the results of Workshop #2 and the alternative selection (one copy submitted electronically) Assumptions: • The environmental evaluation shall be based on available information and site visit conducted as part of Tasks 202/203. A detailed environmental study of the preferred route shall be conducted as part of Phase II if required • The alternatives shall be limited to the three alternatives previously identified by the City of Renton and WSDOT • No easement or permit documents will be prepared as part of Phase I • The trenchless alternatives analysis shall be based on available geotechnical information. Additional geotechnical information may need to be collected during Phase II of the project, and said information may affect the results of the trenchless alternatives analysis Task 205 Basis of Design Report The purpose of the Basis of Design Report (BODR) is to summarize the decisions made as part of the alternatives analysis which led to the preferred alternative. The BODR shall include a 20% design of the preferred alternative. The 20% design shall consist of plan view alignment maps of the preferred alternative and shall be based on available topographic, geotechnical and VA2002\active\0015\Talbot Hill Sewer Relocation\Scope and Budge6Talbot Hill Sewer Relocation Scope_REVISEO_012314.doc 1/23/2014 Talbot Hill Sewer Relocation — SR167 IC/DC Project Exhibit A Scooe of Services Page 6 of 7 property information. The BODR shall outline permit and easement requirements for the selected alternative. The BODR shall include a 20% level opinion of probable construction cost for the project. The report shall also include an estimated project schedule based on the permit and easement requirements as well as the proposed alternative and method of construction. The BODR shall incorporate City comments on the Technical Memorandums TM# 1, #2, #3 and #4 prepared during Tasks 202, 203 and 204. The BODR shall also include a detailed scope of services, budget, and schedule for Phase II — Design Development. This scope, budget and schedule shall serve as the Project Management Plan for Phase II. Specific Tasks required for this effort are as follows: • Prepare 20% design drawings based on existing topographic information • Prepare 20% level opinion of probable construction cost • Finalize permit and easement acquisition requirements developed as part of Task 204 • Prepare an estimated project construction schedule based on the finalized permit and easement acquisition plans • Prepare a Project Management Plan for Phase II — Design Development • Prepare a Draft and Final Basis of Design Report (BODR) summarizing TMs # 1, 2, 3 and 4 Deliverables: • A Draft and Final copy of the Basis of Design Report (BODR) for the selected alternative (5 hard copies and 1 electronic copy). The BODR shall include 20% design drawings, estimates of construction cost and schedule, and Project Management Plan for Phase II Assumptions: • No topographic surveying shall be conducted as part of generating the 20% design drawings • No easement negotiations or permit acquisitions shall occur during Phase I of the project PHASE II — DESIGN DEVELOPMENT The Design Development phase of the project is beyond the scope of this contract and shall consist of the design of the selected alternative identified in Phase I — Alternatives Analysis and shall be based on the Basis of Design outlined in Task 205 of Phase I. PHASE III — CONSTRUCTION SERVICES A detailed scope of services for Construction Services shall be prepared once the preferred alternative has been selected and the method of construction has been identified. The construction services shall include assisting the City in the bidding process, review of submittals, assisting the City with answering Contractor questions and attending periodic progress meetings. We recommend that the Construction Services also include construction inspection services of any specialized trenchless construction methods or near sensitive areas. A detailed scope of services for Construction Services shall be developed as part of Phase II — Design Development. V120Mactive\0015\Talbot Hill Sewer Relocation\Scope and Budget\Talbot Hill Sewer Relocation Scope_REVISED 012314.doc 1 /23/2014 Talbot Hill Sewer Relocation — SR 167 IC/DC Project Scope of Services TASKS NOT INCLUDED IN THIS SCOPE OF SERVICES: • Topographic survey beyond GPS!measure-downs of existing manholes • Subsurface geotechnical explorations • Detailed design beyond the 20% design stage identified • Construction phase services • Easement negotiations or acquisitions • Detailed environmental studies of the selected alternative • Permit applications END OF EXHIBIT A Exhibit A oe7of7 V12002\ac1ive10015\Talbot Hill Sewer Relocation\Scope and Budgel\Talbot Hill Sewer Relocal ion Scope_REVISED_012314.doc 1 /23/2014 Talbot Hill Sewer Relocation — SR 167 IC/DC Project Schedule UTB 1172 Exhibit A Attachment 1 SCHEDULE City of Renton Talbot Hill Sewer Relocation — SR167 IC/DC Project Stantec Consulting Services Inc. SCHEDULE • Notice to Proceed — February 2014 • Topographic Surveying — February 2014 • Project Objectives — February 2014 to March 2014 • Geotechnical Desk Study — March 2014 through April 2014 • Alternatives Analysis — February 2014 through June 2014 • Basis of Design Report — June 2014 through August 2014 row V A2002`,active\0015�Talbot Hill Sewer RelocatioMScope and BudgetJalbot Hill Sewer Relocation Analysis Schedule_011414.doc 1 /14/2014 UTB 1172 Utility Preliminary Engineering Agreement Exhibit B Cost Estimate TOTAL LABOR REIMB. SUB -CONSULTANT TOTAL Task Hours Cost Reimb. Cost w/ Markup Cost $11,003 $397 $11,400 200 Project Management 57 Prepare project plan 11 $2,152 $80 $2,232 Conduct project kickoff meeting 7 $1,061 $1,061 Prepare monthly status reports 5 $1,014 $50 $1,064 Manage staff and tasks 24 $4,896 $1 B7 $5,083 Monitor progress and monthly invoicing 4 $816 $40 $856 Procure sub -consultant services 6 $1,064 $40 $1,104 $6,758 $442 $7,200 201 Topographic Surveying 60 Research existing control 2 $306 $20 $326 Convert WSDOT Microstation to AutoCAD 14 $1,410 $80 $1,490 GPS locate existing manholes 16 $1,744 $142 $1,886 Collect measure down information B $872 $80 $952 Process survey data and add to WSDOT base map 10 $1,042 $60 $1,102 Map review, QC 8 field verification 8 $1,078 $40 $1,118 Office support of survey tasks 2 $306 $20 $326 $10,100 $500 $10,600 202 Project Objectives 72 Prepare overall project area map 20 $2,432 $100 $2,532 Conduct workshop#1 10 $1,556 $100 $1,656 Conduct site research 16 $2,616 $100 $2,716 Identify potential easement requirements 12 $1,544 $60 $1,604 Prepare technical memorandum #1 14 $1,952 $140 $2,092 $12,072 $428 $12,500 203 Geotechnical Desk Study 73 Data acquisition and review 20 $3,012 $100 $3,112 Prepare draft geotechnical tech memo 37 $6,136 $188 $6,324 Conduct internalQA/QC 8 $1,728 $60 $1,788 Submit draft geotechnical TM for City review 4 $712 $40 $752 Prepare final geotechical tech memo (TM#2) 4 $484 $40 $524 $44,848 $1,501 $29,051 $75,400 204 Alternatives Analysis 294 Review easement considerations 10 $1,576 $80 $1,656 Identify environmental issues 18 $2,380 $90 $2,470 Perform trenchless alternative analysis 10 $2.028 $40 $26,410 $29,051 $31,119 Identity permit requirements 18 $2,380 $90 $2,470 Perform hydraulic analysis for each alternative 32 $4,704 $160 $4,864 Prepare planning level alignment maps 44 $6,240 $241 $6,481 Prepare planning level cost estimates 30 $3,872 $160 $4,032 Identify operational considerations for each Alt. 24 $4,360 $100 $4,460 Prepare technical memorandum #3 50 $7,248 $240 $7,488 Coordinate with WSDOT for All review 36 $6,808 $120 $6,928 Conduct workshop #2 - Alternatives Selection 8 $1,240 $80 $1,320 Prepare summary TM from Alterantives selection 14 $2,012 $100 $2,112 $27,800 $1,000 $28,800 205 Basis of Design Report 183 Prepare 20 % design drawings 56 $6,936 $300 $7,236 Prepare 20%opinion of probable cost 13 $1,748 $80 $1,828 Finalize permit and easement plans 16 $2,160 $100 $2,260 Prepare estimated construction schedule 8 $1,608 $40 $1,648 Prepare project plan for Design 8 Const phase 16 $3,240 $80 $3,320 Prepare draft Basis of Design Report 36 $5,752 $200 $5,952 Conduct internalQA/QC 8 $1,60B $40 $1,648 Submit draft Basis of Design Report to City 4 $644 $20 $664 Conduct review meeting with City 8 $1,240 $40 $1,280 Prepare final Basis of Design Report 18 S2,864 $100 $2,964 Projected Total Project Hours and Costs 739 $112,581 $4,268 $26,410 $29,051 $145,VU1J r ------------------ ----------' , , I X""e, - /' � y � i +�S 14th intercept E RFNTpI vIL4GE CL Alternative 2 ONE Smithers crossing �l RENTON CREW , - , , •.. 625' - � r � a Alternative 1 HOYII Shattuck crossing■ _ P - 52!_��, Alternative 3 proposed relocated sewer main Davis intercept e albot Road route , ~Smithers intercept u , v , -4 Morris intercept Shattuck intercept ,r Whitworth intercept ® ' f � - I / I ( • 1 •Tl e R i 1 NAME s. S]law-OC NPuw .aM3 SE. _ TIME ,:Sl:4 PM .� n.R FEDAID F ',E +� .,-• II - DATE 1,n- AS ENTERED n• - D ,OD CPROJ SCALEMI FEET KENG . REGIONAL ADM. REVISION DATE I RY LEGEND O PROPOSED HIGHWAY IMPROVEMENTS IDLISTING PARCEL LINE O PROPOSED BRIDGE IMPROVEMENTS EXISTING RIGHT OF WAY 0 ITLIRE HIGHWAY IMPROVEMENTS PROPOSED RIGHT OF WAY (NS PROJECT) PROPOSED STREAWPOND O PROPOSED LOCAL IMPROVEMENTS ROADISIDEWALX IMPROVEMENTS -ti-- PROPOSED STREAM CULVERT ® ROAD CLOSED - _ EXISSTING WETLANDS -W--r.--. PROPOSED RETAINING WALL ----- PROPOSED NOISE WALL UTB 1172 Exhibit C 441 DIRECTT CONNECTOR CONCEPTUAL PLAN - TALBOT HILL DETAIL �..., CAG-14-037 E1-2012 ENGINEERING ANNUAL CONSULTANT AGREEMENT THIS AGREEMENT, made and entered into on this o2/ sf day of , ANY by and between the CITY OF RENTON, WASHINGTON, A MUNICIPAL CORPORATION HEREINAFTER CALLED THE "CITY," and STANTEC CONSULTING SERVICES INC. whose address is 11130 NE 33`d Place, Suite 200, Bellevue, WA 98004, at which work will be available for inspection, hereinafter called the "CONSULTANT." PROJECT NAME: Talbot Hill Sewer Relocation (SR 167 IC/DC Project) WHEREAS, the City has not sufficient qualified engineering employees to provide the engineering within a reasonable time and the City deems it advisable and is desirous of engaging the professional services and assistance of a qualified professional consulting firm to do the necessary engineering work for the project, and WHEREAS, the Consultant has represented and by entering into this Agreement now represents, that it is in full compliance with the statutes of the State of Washington for registration of professional engineers, has a current valid corporate certificate from the State of Washington or has a valid assumed name filing with the Secretary of State and that all personnel to be assigned to the work required under this Agreement are fully qualified to perform the work to which they will be assigned in a competent and professional manner, and that sufficient qualified personnel are on staff or readily available to Consultant to staff this Agreement. WHEREAS, the Consultant has indicated that it desires to do the work set forth in the Agreement upon the terms and conditions set forth below. NOW THEREFORE, in consideration of the terms, conditions, covenants and performances contained herein below, the parties hereto agree as follows: I;91i110i13IFIT181.7 N The Consultant shall furnish, and hereby warrants that it has, the necessary equipment, materials, and professionally trained and experienced personnel to facilitate completion of the work described in Exhibit A, Scope of Work, which is attached hereto and incorporated into this Agreement as though fully set forth herein. The Consultant shall perform all work described in this Agreement in accordance with the latest edition and amendments to local and state regulations, guidelines and policies. The Consultant shall prepare such information and studies as it may deem pertinent and necessary, in order to pass judgment in a sound engineering manner on the features of the work. The Consultant shall make such minor changes, amendments or revisions in the detail of the work as may be required by the City. This item does not constitute an "Extra Work" item as related in Section VIII of the Agreement. The work shall be verified for accuracy by a complete check by the Consultant. The Consultant will be held responsible for the accuracy of the work, even though the work has been accepted by the City. DESIGN CRITERIA The City will designate the basic premises and criteria for the work needed. Reports and plans, to the extent feasible, shall be developed in accordance with the latest edition and amendments of local and State regulations, guidelines, and specifications, including, but not limited to the following: Page 1 of 15 Piazza/Data_Cente r/Form s/C ity/Contracts E1-2012 1. Washington State Department of Transportation/American Public Works Association (WSDOT/APWA), "Standard Specifications for Road, Bridge, and Municipal Construction," as amended by Renton Standard Specification. 2. WSDOT/APWA, "Standard Plans for Road, Bridge and Municipal Construction." 3. Washington State Department of Transportation, "Highway Design Manual." 4. American Association of State Highway and Transportation Officials, "Standard Specifications for Highway Bridges." 5. Washington State Department of Transportation, "Bridge Design Manual, Volumes 1 and 2." 6. Washington State Department of Transportation, "Manual of Highways Hydraulics," except hydrologic analysis as described in item 14. 7. Washington State Department of Transportation, "Materials Laboratory Outline." 8. Transportation Research Board, "Highway Capacity Manual." 9. U.S. Department of Transportation, Federal Highway Administration, "Manual on Uniform Traffic Control Devices for Streets and Highways." 10. Washington State Department of Transportation, "Construction Manual." 11. Washington State Department of Transportation, "Local Agency Guidelines." 12. Standard drawings prepared by the City and furnished to the Consultant shall be used as a guide in all cases where they fit design conditions. Renton Design Standards, and Renton Specifications shall be used as they pertain. 13. Metro Transit, design criteria. 14. King County Surface Water Design Manual, Sections 1.2 and 1.3 of Chapter 1, and Chapters 3, 4, and 5. 15. American Association of State Highway and Transportation Officials, "A Policy on Geometric Design of Highways and Streets." III ITEMS TO BE FURNISHED TO THE CONSULTANT BY THE CITY The City will furnish the Consultant copies of documents which are available to the City that will facilitate the preparation of the plans, studies, specifications, and estimates within the limits of the assigned work. All other records needed for the study must be obtained by the Consultant. The Consultant will coordinate with other available sources to obtain data or records available to those agencies. The Consultant shall be responsible for this and any other data collection to the extent provided for in the Scope of Work. City will provide to Consultant all data in City's possession relating to Consultants services on the project. Consultant will reasonably rely upon the accuracy, timeliness, and completeness of the information provided by the City. Should field studies be needed, the Consultant will perform such work to the extent provided for in the Scope of Work. The City will not be obligated to perform any such field studies. Page 2 of 15 Piazza/Data Center/Forms/City/Contracts E1-2012 IV OWNERSHIP OF PRODUCTS AND DOCUMENTS TO BE FURNISHED BY THE CONSULTANT Documents, exhibits or other presentations for the work covered by this Agreement shall be furnished by the Consultant to the City upon completion of the various phases of the work. All such material, including working documents, notes, maps, drawings, photo, photographic negatives, etc. used in the project, shall become and remain the property of the City and may be used by it without restriction. Any use of such documents by the City not directly related to the project pursuant to which the documents were prepared by the Consultant shall be without any liability whatsoever to the Consultant. All written documents and products shall be printed on recycled paper when practicable. Use of the chasing -arrow symbol identifying the recycled content of the paper shall be used whenever practicable. All documents will be printed on both sides of the recycled paper, as feasible. V TIME OF BEGINNING AND COMPLETION The work detailed in the Scope of Work will be performed according to Exhibit B, Time Schedule of Completion, attached hereto and incorporated herein as though fully set forth. It is agreed that all the Consultant's services are to be completed and all products shall be delivered by the Consultant unless there are delays due to factors that are beyond the control of the Consultant. The Consultant shall not begin work under the terms of this Agreement until authorized in writing by the City. If, after receiving Notice to Proceed, the Consultant is delayed in the performance of its services by factors that are beyond its control, the Consultant shall notify the City of the delay and shall prepare a revised estimate of the time and cost needed to complete the Project and submit the revision to the City for its approval. Time schedules are subject to mutual agreement for any revision unless specifically described as otherwise herein. Delays attributable to or caused by one of the parties hereto amounting to 30 days or more affecting the completion of the work may be considered a cause for renegotiation or termination of this Agreement by the other party. VI PAYMENT The Consultant shall be paid by the City for completed work for services rendered under this Agreement as provided hereinafter as specified in Exhibit C, Cost Estimate. Such payment shall be full compensation for work performed or services rendered and for all labor, materials, supplies, equipment, and incidentals necessary to complete the work. All billings for compensation for work performed under this Agreement will list actual time (days and/or hours) and dates during which the work was performed and the compensation shall be figured using the rates in Exhibit C. Payment for this work shall not exceed $ 145,900 without a written amendment to this contract, agreed to and signed by both parties. st Plus Net Fee Payment for work accomplished shall be on the basis of the Consultant's actual cost plus a net fee. The actual cost includes direct salary cost, overhead, and direct non -salary cost. 1. The direct salary cost is the salary expense for professional and technical personnel and principals for the time they are productively engaged in the work necessary to fulfill the terms of this Agreement. The direct salary costs are set forth in the attached Exhibit C and by this reference made a part of this Agreement. Page 3 of 15 Piazza/Data Center/forms/City/Contracts E1-2012 The overhead costs as identified on Exhibit C are determined as percent of the direct salary cost and by this reference made a part of this Agreement. The overhead cost rate is an estimate based on currently available accounting information and shall be used for all progress payments over the period of the contract. The direct non -salary costs are those costs directly incurred in fulfilling the terms of this Agreement, including, but not limited to travel, reproduction, telephone, supplies, and fees of outside consultants. The direct non -salary costs are specified in Exhibit C, Cost Estimate. Billings for any direct non -salary costs shall be supported by copies of original bills or invoices. Reimbursement for outside consultants and services shall be on the basis of times the invoiced amount. The net fee, which represents the Consultants profit shall be percent of direct salary plus overhead costs. This fee is based on the Scope of Work and the estimated labor hours therein. In the event a supplemental agreement is entered into for additional work by the Consultant, the supplemental agreement will include provision for the added costs and an appropriate additional fee. The net fee will be prorated and paid monthly in proportion to the percentage of the project completed as estimated in the Consultant's monthly progress reports and approved by the City. Any portion of the net fee not previously paid in the monthly payments shall be included in the final payment, subject to the provisions of Section XI entitled TERMINATION OF AGREEMENT. Progress payments may be claimed monthly for direct costs actually incurred to date as supported by detailed statements, for overhead costs and for a proportionate amount of the net fee payable to the Consultant based on the estimated percentage of the completion of the services to date. Final payment of any balance due the Consultant of the gross amount earned will be made promptly upon its verification by the City after completion and acceptance by the City of the work under this Agreement. Acceptance, by the Consultant of final payment shall constitute full and final satisfaction of all amounts due or claimed to be due. Payment for extra work performed under this Agreement shall be paid as agreed to by the parties hereto in writing at the time extra work is authorized. (Section Vill "EXTRA WORK"). A short narrative progress report shall accompany each voucher for progress payment. The report shall include discussion of any problems and potential causes for delay. To provide a means of verifying the invoiced salary costs for consultant employees, the City may conduct employee interviews. Acceptance of such final payment by the Consultant shall constitute a release of all claims of any nature, related to this Agreement, which the Consultant may have against the City unless such claims are specifically reserved in writing and transmitted to the City by the Consultant prior to its acceptance. Said final payment shall not, however, be a bar to any claims that the City may have against the Consultant or to any remedies the City may pursue with respect to such claims. The Consultant and its subconsultants shall keep available for inspection, by the City, for a period of three years after final payment, the cost records and accounts pertaining to this Agreement and all items related to, or bearing upon, these records. If any litigation, claim or audit is started before the expiration of the three-year retention period, the records shall be retained until all litigation, claims or audit findings involving the records have been resolved. The three-year retention period starts when the Consultant receives final payment. Page 4 of 15 P iazza/Data_Center/Forms/City/Contracts E1-2012 VII CHANGES IN WORK The Consultant shall make all such revisions and changes in the completed work of this Agreement as are necessary to correct errors appearing therein, when required to do so by the City, without additional compensation. Should the City find it desirable for its own purposes to have previously satisfactorily completed work or parts thereof revised, the Consultant shall make such revisions, if requested and as directed by the City in writing. This work shall be considered as Extra Work and will be paid for as provided in Section VIII. VIII EXTRA WORK The City may desire to have the Consultant perform work or render services in connection with the Project in addition to or other than work provided for by the expressed intent of the Scope of Work. Such work will be considered as Extra Work and will be specified in a written supplement which will set forth the nature and scope thereof. Work under a supplement shall not proceed until authorized in writing by the City. Any dispute as to whether work is Extra Work or work already covered under this Agreement shall be resolved before the work is undertaken. Performance of the work by the Consultant prior to resolution of any such dispute shall waive any claim by the Consultant for compensation as Extra Work. IX EMPLOYMENT The Consultant warrants that it has not employed or retained any company or person, other than a bona fide employee working solely for the Consultant, to solicit or secure this contract and that he has not paid or agreed to pay any company or person, other than a bona fide employee working solely for the Consultant, any fee, commission, percentage, brokerage fee, gifts or any other consideration, contingent upon or resulting from the award or making of this contract. For breach or violation of this warranty, the City shall have the right to annul this Agreement without liability, or in its discretion to deduct from the Agreement price or consideration or otherwise recover, the full amount of such fee, commission, percentage, brokerage fee, gift or contingent fee. Any and all employees of the Consultant, while engaged in the performance of any work or services required by the Consultant under this Agreement, shall be considered employees of the Consultant only and not of the City and any and all claims that may or might arise under the Workman's Compensation Act on behalf of said employees, while so engaged and any and all claims made by a third party as a consequence of any negligent act or omission on the part of the Consultant's employees, while so engaged on any of the work or services provided to be rendered herein, shall be the sole obligation and responsibility of the Consultant. The Consultant shall not engage, on a full or part-time basis, or other basis, during the period of the contract, any professional or technical personnel who are, or have been at any time during the period of this contract, in the employ of the City except regularly retired employees, without written consent of the City. If during the time period of this Agreement, the Consultant finds it necessary to increase its professional, technical, or clerical staff as a result of this work, the Consultant will actively solicit minorities through their advertisement and interview process. X NONDISCRIMINATION The Consultant agrees not to discriminate against any client, employee or applicant for employment or for services because of race, creed, color, national origin, marital status, sexual orientation, sex, age or handicap except for a Page 5 of 15 Piazza/Data_Center/Forms/City/Contracts E1-2012 bona fide occupational qualification with regard to, but not limited to the following: employment upgrading; demotion or transfer; recruitment or any recruitment advertising; layoff or termination's; rates of pay or other forms of compensation; selection for training; rendition of services. The Consultant understands and agrees that if it violates this Non -Discrimination provision, this Agreement may be terminated by the City and further that the Consultant shall be barred from performing any services for the City now or in the future, unless a showing is made satisfactory to the City that discriminatory practices have terminated and that recurrence of such action is unlikely. XI TERMINATION OF AGREEMENT A. The City reserves the right to terminate this Agreement at any time upon not less than ten (10) days written notice to the Consultant, subject to the City's obligation to pay Consultant in accordance with subparagraphs C and D below. B. In the event of the death of a member, partner or officer of the Consultant, or any of its supervisory personnel assigned to the project, the surviving members of the Consultant hereby agree to complete the work under the terms of this Agreement, if requested to do so by the City. This section shall not be a bar to renegotiations of this Agreement between surviving members of the Consultant and the City, if the City so chooses. In the event of the death of any of the parties listed in the previous paragraph, should the surviving members of the Consultant, with the City's concurrence, desire to terminate this Agreement, payment shall be made as set forth in Subsection C of this section. C. In the event this Agreement is terminated by the City other than for fault on the part of the Consultant, a final payment shall be made to the Consultant for actual cost for the work complete at the time of termination of the Agreement, plus the following described portion of the net fee. The portion of the net fee for which the Consultant shall be paid shall be the same ratio to the total net fee as the work complete is to the total work required by the Agreement. In addition, the Consultant shall be paid on the same basis as above for any authorized extra work completed. No payment shall be made for any work completed after ten (10) days following receipt by the Consultant of the Notice to Terminate. If the accumulated payment made to the Consultant prior to Notice of Termination exceeds the total amount that would be due as set forth herein above, then no final payment shall be due and the Consultant shall immediately reimburse the City for any excess paid. D. In the event the services of the Consultant are terminated by the City for fault on the part of the Consultant, the above stated formula for payment shall not apply. In such an event the amount to be paid shall be determined by the City with consideration given to the actual costs incurred by the Consultant in performing the work to the date of termination, the amount of work originally required which was satisfactorily completed to date of termination, whether that work is in a form or of a type which is usable to the City at the time of termination, the cost to the City of employing another firm to complete the work required and the time which may be required to do so, and other factors which affect the value to the City of the work performed at the time of termination. Under no circumstances shall payment made under this subsection exceed the amount which would have been made if the formula set forth in subsection C above had been applied. E. In the event this Agreement is terminated prior to completion of the work, the original copies of all Engineering plans, reports and documents prepared by the Consultant prior to termination shall become the property of the City for its use without restriction. Such unrestricted use not occurring as a part of this project, shall be without liability or legal exposure to the Consultant. Page 6 of 15 P iazza/Data_Center/Form s/City/Contracts E1-2012 Payment for any part of the work by the City shall not constitute a waiver by the City of any remedies of any type it may have against the Consultant for any breach of this Agreement by the Consultant, or for failure of the Consultant to perform work required of it by the City. Forbearance of any rights under the Agreement will not constitute waiver of entitlement to exercise those rights with respect to any future act or omission by the Consultant. XII DISPUTES Any dispute concerning questions of facts in connection with work not disposed of by agreement between the Consultant and the City shall be referred for determination to the Public Works Administrator or his/her successors and delegees, whose decision in the matter shall be final and conclusive on the parties to this Agreement. In the event that either party is required to institute legal action or proceedings to enforce any of its rights in this Agreement, both parties agree that any such action shall be brought in the Superior Court of the State of Washington, situated in King County at the Maleng Regional Justice Center in Kent, Washington. XIII LEGAL RELATIONS The Consultant shall comply with all Federal Government, State and local laws and ordinances applicable to the work to be done under this Agreement. This contract shall be interpreted and construed in accordance with the laws of Washington. The Consultant agrees to indemnify, defend and hold the City and its officers and employees harmless from and shall process and defend at its own expense all claims, demands or suits at law or equity arising in whole or part from the Consultant's errors, omissions, or negligent acts under this Agreement provided that nothing herein shall require the Consultant to indemnify the City against and hold harmless the City from claims, demands or suits based upon the conduct of the City, its officers or employees and provided further that if the claims or suits are caused by or result from the concurrent negligence of (a) the Consultant's agents or employees and (b) the City, its agents, officers and employees, this provision with respect to claims or suits based upon such concurrent negligence shall be valid and enforceable only to the extent of the Consultant's negligence or the negligence of the Consultant's agents or employees except as limited below. Insurance The Consultant shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Consultant, its agents, representatives, or employees. No Limitation A. Consultant's maintenance of insurance as required by the agreement shall not be construed to limit the liability of the Consultant to the coverage provided by such insurance, or otherwise limit the City's recourse to any remedy available at law or in equity. Page 7 of 15 Piazza/Data_Center/F orms/City/Contracts E 1-2012 Minimum Scope of Insurance Consultant shall obtain insurance of the types described below: 1. Automobile Liability insurance covering all owned, non -owned, hired and leased vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. 2. Commercial General Liability insurance shall be written on ISO occurrence form CG 00 01 and shall cover liability arising from premises, operations, independent contractors and personal injury and advertising injury. The City shall be named as an insured under the Consultant's Commercial General Liability insurance policy with respect to the work performed for the City. 3. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. 4. Professional Liability insurance appropriate to the Consultant's profession. C. Minimum Amounts of Insurance Consultant shall maintain the following insurance limits: 1. Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of $1,000,000 per accident. 2. Commercial General Liability insurance shall be written with limits no less than $1,000,000 each occurrence, $2,000,000 general aggregate. 3. Professional Liability insurance shall be written with limits no less than $1,000,000 per claim and $1,000,000 policy aggregate limit. D. Other Insurance Provision The Consultant's Automobile Liability and Commercial General Liability insurance policies are to contain, or be endorsed to contain that they shall be primary insurance as respect to the City. Any Insurance, self-insurance, or insurance pool coverage maintained by the City shall be excess of the Contractor's insurance and shall not contribute with it. E. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than A:VII. Verification of Coverage Consultant shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the insurance requirements of the Consultant before commencement of the work. G. Notice of Cancellation The Consultant shall provide the City with written notice of any policy cancellation, within two business days of their receipt of such notice. Page 8 of 15 Piazza/Data_Center/Forms/City/Contracts E1-2012 H. Failure to Maintain Insurance Failure on the part of the Consultant to maintain the insurance as required shall constitute a material breach of contract, upon which the City may, after giving five business days notice to the Consultant to correct the breach, immediately terminate the contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the City on demand, or at the sole discretion of the City, offset against funds due the Consultant from the City. The limits of said insurance shall not, however, limit the liability of Consultant hereunder. The Consultant shall also submit copies of the declarations pages of relevant insurance policies to the City within 30 days of contract acceptance if requested. The Certification and Declaration page(s) shall be in a form as approved by the City. If the City's Risk Manager has the Declaration page(s) on file from a previous contract and no changes in insurance coverage has occurred, only the Certification Form will be required. The Consultant shall verify, when submitting first payment invoice and annually thereafter, possession of a current City of Renton business license while conducting work for the City. The Consultant shall require, and provide verification upon request, that all subconsultants participating in a City project possess a current City of Renton business license. The Consultant shall provide, and obtain City approval of, a traffic control plan prior to conducting work in City right-of-way. The Consultant's relation to the City shall be at all times as an independent contractor. It is further specifically and expressly understood that the indemnification provided herein constitute the Consultant's waiver of immunity under the Industrial Insurance Act, Title 51 RCW, solely for the purposes of this indemnification. This waiver has been mutually negotiated by the parties. The provisions of this section shall survive the expiration or termination of this agreement. XIV SUBLETTING OR ASSIGNING OF CONTRACTS The Consultant shall not sublet or assign any of the work covered by this Agreement without the express consent of the City. XV ENDORSEMENT OF PLANS The Consultant shall place their certification on all plans, specifications, estimates or any other engineering data furnished by them in accordance with RCW 18.43.070. XVI COMPLETE AGREEMENT This document and referenced attachments contain all covenants, stipulations, and provisions agreed upon by the parties. Any supplements to this Agreement will be in writing and executed and will become part of this Agreement. No agent, or representative of either party has authority to make, and the parties shall not be bound by or be liable for, any statement, representation, promise, or agreement not set forth herein. No changes, amendments, or modifications of the terms hereof shall be valid unless reduced to writing and signed by the parties as an amendment to this Agreement. The invalidity or unenforceability of any provision in this Agreement shall not affect the other provisions hereof, and this Agreement shall be construed in all respects as if such invalid or unenforceable provision were omitted. Page 9 of 15 Pia zza/Data_Ce nter/F orms/City/Cont racts E1-2012 XVI I EXECUTION AND ACCEPTANCE This Agreement may be simultaneously executed in several counterparts, each of which shall be deemed to be an original having identical legal effect. The Consultant does hereby ratify and adopt all statements, representations, warranties, covenants, and agreements contained in the Request for Qualifications, and the supporting materials submitted by the Consultant, and does hereby accept the Agreement and agrees to all of the terms and conditions thereof. IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the day and year first above written. CO LTANT CITY OF RENTO Q, 04, 4.6 IAZ a Signature Date Mayor Denis law Date Erik Waligorski type or print name Principal Title ATTEST: / wQ.�.aw Bonnie I. Walton, City Clerk `3/ar/4a / �1- Date Page 10 of 15 Piazza/Data Center/forms/City/Contracts Talbot Hill Sewer Relocation - SR167 IC/DC Project Exhibit A Scope of Services Page 1 of 7 SCOPE OF SERVICES City of Renton Talbot Hill Sewer Relocation — SR167 IC/DC Project Stantec Consulting Services Inc. PROJECT DESCRIPTION AND PURPOSE The purpose of this project is to relocate the existing sewer in South 10 Street to make way for the new WSDOT SR167 Interchange/Direct Connector (IC/DC) Project. Currently, the existing sewer serving Talbot Hill is conveyed through an existing sewer line along South 10 Street, collecting sewer from either side of Talbot Hill, before conveying it under 1-405 along the extension of Shattuck Avenue S. This project will relocate the existing sewer in South 141h Street to the south approximately 1/2 block and will reroute the sewer across 1-405 via one of three possible alternatives that have been identified by the City and WSDOT. The Scope of Services for this project shall be broken into the following three phases: • Phase I — Alternatives Analysis • Phase II — Design Development • Phase I I I — Construction Services Phase I of the scope of services will consist of an alternatives analysis. The purpose of the alternatives analysis is to clarify the project goals, establish design criteria and evaluate alternative solutions before proceeding with final design and construction. The alternatives analysis will include the evaluation of three alternative crossings of 1-405. Each alternative will also evaluate the relocation of the South 141h Street sewer to the south, through Talbot Hill. The alternatives identified by the City and WSDOT consist of the following: 1. The installation of new sewer lift station(s), possibly one on each side of Talbot Hill. Relocating the sewer from South 14" Street and re -grading the sewer to flow to the new lift stations. Sliplining the existing sewer crossing of 1-405 at Shattuck Ave S with a new sewer force main to convey flow from the sewer lift stations to the existing system on the north side of 1-405. 2. Installing a new sewer crossing under 1-405 at the extension of Smithers Ave S. to maintain the new sewer at shallower depths than the existing Shattuck crossing. The sewer crossing of 1-405 would be a trenchless installation. Relocating the sewer from South 141h Street and re -grading the sewer to flow by gravity to the Smithers crossing. This would likely require a trenchless installation through Talbot Hill, which roughly peaks at Davis Ave S. 3. Installing a new sewer crossing under 1-405 via conventional open cut construction along Talbot Road S. Relocating the sewer from South 141h Street and re -grading the sewer to flow by gravity to the Talbot Road crossing. This would likely require a trenchless installation through Talbot Hill, which roughly peaks at Davis Ave S. The goal of the alternatives analysis shall be to prepare a "basis of design" that shall be used during Phase II and Phase III of the scope of services. A detailed scope of services for Phase II and Phase III is not included at this time. VA2o02\active\0015\Talbot Hill Sewer Relocalion\Scope and Budgeffalbol 411 Sewer Relocation Scope_REVISED_012314.doc 1 /23/2014 Talbot Hill Sewer Relocation — SR167 IC/DC Project Exhibit A Scope of Services Page 2 of 7 SCOPE OF SERVICES AND TASKS This scope of services consists of the following tasks: PHASE I — ALTERNATIVES ANALYSIS Task 200 Project Management Stantec shall provide the project management services necessary to comply with the Project Management Plan developed as part of this task. Stantec shall work closely with City staff to develop a Project Management Plan that includes a detailed scope of services, budget, and schedule that meets the City's overall needs. This task shall also include the daily, ongoing project management through the completion of Phase I of the project. This task includes monitoring progress against the Project Management Plan, attending periodic status meetings with the City, and preparing monthly status reports. Specific tasks for this effort are as follows: • Develop a Project Management Plan for the Alternatives Analysis • Conduct a project kickoff meeting • Prepare monthly status reports • Provide ongoing project management throughout Phase I of the project • Monitor progress against projected schedule, scope of service, and budget and administer monthly invoicing to City • Subconsultant procurement and coordination Deliverables: • Draft and Final Project Management Plans including Scope of Services, Budget, and Schedule • Monthly invoices and status reports Assumptions: • N/A Task 201 Topographic Surveying The purpose of the Topographic Surveying task is to supplement the survey data provided by WSDOT with accurate horizontal and vertical locations of the existing City of Renton sewer manholes within the project area. This task will also include accurate measure down information on the manholes to be used during Phase I and Phase II of the project. It is assumed that this task can be completed using GPS equipment by a single surveyor on site. The survey will be tied to the City's existing survey datum so that the data can be included in the City's GIS database. Specific Tasks for this effort are as follows: • Research existing City of Renton datum control • Convert existing WSDOT MicroStation survey data to AutoCAD and prepare preliminary base map of project area • Perform GPS survey of existing sewer manholes within the project area • Collect measure down information for existing sewer manholes V-12002\aclJve10015STalbo1 Hill Sewer RelocationtScope and Budgeffalbot Hill Sewer Relocation Scope_REVISED_012314.doc 1 /23/2014 Talbot Hill Sewer Relocation — SR1671C/DC Project Exhibit A Scope of Services Page 3 of 7 • Process survey data and add new sewer manhole information to the existing WSDOT survey data • Map review, quality control and field verification as needed • Office support of survey tasks Deliverables: • WSDOT survey data and Stantec collected MH data to be used to generate preliminary plans for Phase I of the project. Assumptions: • This task does not include performing any boundary surveys that may be required to obtain easements on the north side of 1-405 • No utility locating will be completed. It is assumed that the information contained in the WSDOT survey is sufficient for completion of Phase I • No detailed topographic survey will be completed during Phase I of the project, it is assumed that the selected alternative will be fully surveyed during Phase II Task 202 Project Objectives The purpose of the Project Objectives task is to develop the project goals and establish the design criteria. This task shall consist of an initial project workshop where the Stantec team will meet with City staff to develop the goals and criteria to be used as the basis of the alternatives analysis. Once the goals and criteria have been developed, the Stantec team will conduct a planning evaluation of the project. This task includes conducting site research to identify the topographical and other issues facing the project, including wetlands, streams, and existing utilities. As part of the site research, the Stantec Team will identify potential easement requirements for the various alternatives. Specific Tasks for this effort are as follows: • Prepare a large overall project area map for use at Workshop #1 with general site conditions to include topography, existing utilities, property boundaries, and other known easements, if available • Conduct Workshop #1 to develop project goals and establish design criteria. It is assumed that Workshop #1 will include both City staff and WSDOT representatives • Conduct site research to include site visit of the general project area. Site research shall identify existing sensitive areas including, wetlands, streams, steep slopes, etc. • Identify potential easement requirements • Prepare a Technical Memorandum (TM #1) which outlines the decisions made as part of Workshop #1 and provides the results of the site research conducted as part of this task Deliverables: • Large overall project map for use during Workshop #1 • A Technical Memorandum (TM#1) summarizing the results of the site research conducted as part of the Project Objectives Task (one copy submitted electronically) Assumptions: • There are no hazardous materials within the project area that will require identification and classification VA20021active=15tTalbot Hill Sewer Relocation\Scope and BudgeATalbot Hill Sewer Relocation Scope_REVISED_012314.doc 1/23/2014 Talbot Hill Sewer Relocation — SR t 67 IC/DC Project Scope of Services Exhibit A ae4of7 • The Stantec Team has full access to the project area without needing to get right of entry permission from WSDOT or local residents. Task 203 Geotechnical Desk Study The purpose of the Geotechnical Desk Study task is to provide recommendations and opinions with regard to the geotechnical conditions for each alternative. This task includes reviewing the borehole data that is being collected by WSDOT for the SR167 IC/DC Project, obtaining and reviewing additional borehole data for the site locations, and preparing a report with recommendations and opinions for the three alternatives identified by the City and WSDOT. This task assumes that no in field subsurface geotechnical explorations will be conducted for Phase I of the project. This task will attempt to locate borehole data from other sources to eliminate potential data gaps, as needed. Specific Tasks for this effort are as follows: • Research and collect borehole data from WSDOT and other sources through public records • Prepare a draft geotechnical technical memorandum based on the desk study which provides opinions and recommendations for the three alternatives based on available geotechnical information • Conduct internal QA/QC on the draft geotechnical technical memorandum • Review the draft geotechnical technical memorandum and submit draft for City review • Prepare Technical Memorandum #2 Deliverables: • A draft and final Technical Memorandum (TM#2) summarizing the geotechnical desk study completed as part of this task (one copy submitted electronically) Assumptions: • No subsurface geotechnical explorations will be completed as part of Phase I of the project Task 204 Alternatives Analysis The purpose of the Alternatives Analysis task is to evaluate each of the three alternatives identified by the City and WSDOT against the project objectives and design criteria identified in Task 202. The site research conducted as part of Task 202 and information gathered from Task 203 will be used during this task to identify and evaluate easement and environmental issues to determine permitting and easement acquisition requirements for the project. Each alternative will be evaluated using the City's current hydraulic model to determine if the proposed alternative meets the City's needs for both current and future flow rates. It is assumed that the current hydraulic model is sufficient for the hydraulic analysis of this basin. The Smithers and Talbot Road alternatives will be evaluated for the possibility of using trenchless construction to install a new line across Talbot Hill and also under 1-405 as part of the Smithers crossing alternative. The trenchless analysis will include review of the groundwater analysis conducted by WSDOT, a trenchless methods feasibility analysis, an alignment comparison study, a trenchless risk analysis, preliminary settlement analysis, jacking force analysis, and cost and schedule impacts. This information will be compiled into a trenchless technical memorandum. V:2002tac1ive10015tTalbot Hill Sewer RelocationlScope and BgdgePTalbol Hill Sewer Relocation Scope_REVISED_012314.doc 1 /23/2014 Talbot Hill Sewer Relocation — SR 167 IC/DC Project Exhibit A Scope of Services Page 5 of 7 A planning level cost estimate shall be developed for each of the identified alternatives. This information shall be combined with the results of the analysis discussed above and shall be presented in a Technical Memorandum (TM#3) to the City for review. Following review of the TM#3 by the City and WSDOT, Workshop #2 will be held with City staff and WSDOT representatives to review the alternatives analysis and to select the preferred alternative to be designed as part of Phase II. A summary of Workshop #2, including the selection of the preferred alternative, will be submitted to the City in Technical Memorandum (TM#4). Specific Tasks required for this effort are as follows: • Review easement considerations • Identify environmental issues • Perform a trenchless alternatives analysis • Identify permit requirements • Perform a hydraulic analysis for each alternative • Prepare planning level alignment maps • Prepare planning level cost estimates • Identify operational considerations for each alternative • Prepare Technical Memorandum (TM#3) summarizing alternative analysis results • Coordination with WSDOT for review of alternatives analysis results • Conduct Workshop #2 to review alternatives analysis and select preferred alternative. This task assumes that both City staff and WSDOT representatives are in attendance • Prepare summary Technical Memorandum (TM#4) from alternative selection process Deliverables: • A Technical Memorandum (TM#3) summarizing the alternatives analysis results (one copy submitted electronically) • A Technical Memorandum (TM#4) summarizing the results of Workshop #2 and the alternative selection (one copy submitted electronically) Assumptions: • The environmental evaluation shall be based on available information and site visit conducted as part of Tasks 202/203. A detailed environmental study of the preferred route shall be conducted as part of Phase II if required • The alternatives shall be limited to the three alternatives previously identified by the City of Renton and WSDOT • No easement or permit documents will be prepared as part of Phase I • The trenchless alternatives analysis shall be based on available geotechnical information. Additional geotechnical information may need to be collected during Phase II of the project, and said information may affect the results of the trenchless alternatives analysis Task 205 Basis of Design Report The purpose of the Basis of Design Report (BODR) is to summarize the decisions made as part of the alternatives analysis which led to the preferred alternative. The BODR shall include a 20% design of the preferred alternative. The 20% design shall consist of plan view alignment maps of the preferred alternative and shall be based on available topographic, geotechnical and V:\20021active10015kTa11oot Hill Sewer Relocation\Scope and Budgeffalbol Hill Sewer Relocation Scope_REVISED_012314.doc 1 /23/2014 Talbot Hill Sewer Relocation — SR1671C/DC Project Scope of Services Exhibit A Page 6 of 7 property information. The BODR shall outline permit and easement requirements for the selected alternative. The BODR shall include a 20% level opinion of probable construction cost for the project. The report shall also include an estimated project schedule based on the permit and easement requirements as well as the proposed alternative and method of construction. The BODR shall incorporate City comments on the Technical Memorandums TM# 1, #2, #3 and #4 prepared during Tasks 202, 203 and 204. The BODR shall also include a detailed scope of services, budget, and schedule for Phase II — Design Development. This scope, budget and schedule shall serve as the Project Management Plan for Phase II. Specific Tasks required for this effort are as follows: • Prepare 20% design drawings based on existing topographic information • Prepare 20% level opinion of probable construction cost • Finalize permit and easement acquisition requirements developed as part of Task 204 • Prepare an estimated project construction schedule based on the finalized permit and easement acquisition plans • Prepare a Project Management Plan for Phase II — Design Development • Prepare a Draft and Final Basis of Design Report (BODR) summarizing TMs # 1, 2, 3 and 4 Deliverables: • A Draft and Final copy of the Basis of Design Report (BODR) for the selected alternative (5 hard copies and 1 electronic copy). The BODR shall include 20% design drawings, estimates of construction cost and schedule, and Project Management Plan for Phase II Assumptions: No topographic surveying shall be conducted as part of generating the 20% design drawings No easement negotiations or permit acquisitions shall occur during Phase I of the project The Design Development phase of the project is beyond the scope of this contract and shall consist of the design of the selected alternative identified in Phase I — Alternatives Analysis and shall be based on the Basis of Design outlined in Task 205 of Phase I. PHASE III - CONSTRUCTION SERVICES A detailed scope of services for Construction Services shall be prepared once the preferred alternative has been selected and the method of construction has been identified. The construction services shall include assisting the City in the bidding process, review of submittals, assisting the City with answering Contractor questions and attending periodic progress meetings. We recommend that the Construction Services also include construction inspection services of any specialized trenchless construction methods or near sensitive areas. A detailed scope of services for Construction Services shall be developed as part of Phase II — Design Development. V:\2002Wctive\0015STatbo1 Nil Sewer Relocatlon\Scope and BudgetTalbot Hill Sewer Relocation Scope_REVISED_012314.doc 1 /23/2014 Talbot Hill Sewer Relocation — SR1671C/DC Project Scope of Services TASKS NOT INCLUDED IN THIS SCOPE OF SERVICES: • Topographic survey beyond GPS/measure-downs of existing manholes • Subsurface geotechnical explorations • Detailed design beyond the 20% design stage identified • Construction phase services • Easement negotiations or acquisitions • Detailed environmental studies of the selected alternative • Permit applications END OF EXHIBIT A Exhibit A oe 7 of 7 V12002kaclive\0015\Talbot Hill Sewer Relocation\Scope and Budgeffalbot Hill Sewer Relocation Scope_REVISEO_012314.doc 1 /23/2014 Talbot Hill Sewer Relocation — SR1671C/DC Project Exhibit 6 Schedule Page 1 of 1 EXHIBIT B SCHEDULE City of Renton Talbot Hill Sewer Relocation — SR167 IC/DC Project Stantec Consulting Services Inc. SCHEDULE • Notice to Proceed — February 2014 • Topographic Surveying — February 2014 • Project Objectives — February 2014 to March 2014 • Geotechnical Desk Study — March 2014 through April 2014 • Alternatives Analysis — February 2014 through June 2014 • Basis of Design Report — June 2014 through August 2014 END OF EXHIBIT B V:12007.ectivev0015\Talbo1 Hill Sewer RelocauonkScope and BudgetJalbot Mill Sewer Relocation Analysis Schedule_011414.doc 1 /14/2014 EXHIBIT C BUDGET City of Renton Talbot Hill Sewer Relocation - SR 167 ICIDC Project Alternatives Analysis TOTAL LABOR REIMB. SUB -CONSULTANT TOTAL Hours Cost Reimb. Cost w/Markup Cost Task $11,003 $397 $11,400 200 Project Management 57 Prepare project plan 11 $2,152 $80 $2,232 Conduct project kickoff meeting 7 $1,061 $1,061 Prepare monthly status reports 5 $1,014 $50 $1,064 Manage staff and tasks 24 $4,896 $187 $5,083 Monitor progress and monthly invoicing 4 $816 $40 $856 Procure sub -consultant services 6 51,064 $40 $1,104 $6,758 $442 $7,200 201 Topographic Surveying 60 Research existing control 2 $30-6 $20 $326 Conven WSDOT Microstation to AuloCAD 14 $1,410 $80 $1,490 GPS locale existing manholes 16 $1,744 $142 $1,886 Collect measure down information 8 $872 $80 $952 Process survey data and add to WSDOT base map 10 $1,042 $60 $1,102 Map review, QC & field verification 8 $1,078 $40 $1.118 Office support of survey tasks 2 $306 $20 $326 $10,100 $500 $10,600 202 Project Objectives 72 Prepare overall project area map 20 $2,432 $100 $2,532 Conduct workshop#1 10 $1.556 $100 $1,656 Conduct site research 16 $2,616 $100 $2,716 Identify potential easement requirements 12 $1,544 $60 $1,604 Prepare technical memorandum #1 14 $1,952 $140 $2,092 $12,072 $428 $12,500 203 Geotechnical Desk Study 73 Data acquisition and review 20 $3,012 $100 $3,112 Prepare draft geotechnical tech memo 37 $6,136 $188 $6,324 Conduct internal ONOC 8 $1,728 $60 $1,788 Submit draft geotechnical TM for City review 4 $712 $40 $752 Prepare final geotechical tech memo (TM#2) 4 $464 $40 $524 $44.848 $1,501 $29,051 $75,400 204 Alternatives Analysis 294 Review easement considerations 10 $1,576 S80 $1,656 Identify environmental issues 18 $2,380 $90 $2,470 Perform trenchless alternative analysis 10 $2,028 $40 $26,410 $29.051 $31,119 Identity permit requirements 18 $2,380 $90 $2,470 Perform hydraulic analysis for each alternative 32 $4,704 $160 $4,864 Prepare planning level alignment maps 44 $6.240 $241 $6,481 Prepare planning level cost estimates 30 $3,872 $160 $4,032 Identify operational considerations for each Alt. 24 $4,360 $100 $4.46D Prepare technical memorandum #3 50 $7,248 $240 $7,488 Coordinate with WSDOT for Alt review 36 $6,808 $120 $6,928 Conduct workshop #2 - Alternatives Selection 8 $1,240 $80 $1,320 Prepare summary TM from Alterantives selection 14 $2,012 $100 $2,112 $27,800 $1,000 $28,800 205 Basis of Design Report 183 Prepare 20 % design drawings 56 $6,936 $300 $7.236 Prepare 20% opinion of probable cost 13 $1,748 $80 $1,828 Finalize permit and easement plans 16 $2,160 $100 $2,260 Prepare estimated construction schedule 8 $1,608 $40 $1,648 Prepare project plan for Design & Const phase 16 $3,240 $80 $3,320 Prepare draft Basis of Design Report 36 $5,752 $200 $5,952 Conduct internalQA/OC 8 $1,608 $40 $1,648 Submit draft Basis of Design Report to City 4 $644 $20 $664 Conduct review meeting with City 8 $1,240 $40 $1,280 Prepare final Basis of Design Report 18 $2,864 $100 $2.964 iGiec E rvtai rtCifeut nuurs and Costs 739 $112,581 $4.268 $267410 $29,051 $145,900 City Summary Print Date: 1123,12014 aUS1314-FOflWorkgroup12002,active\001 S..Talbot Hi9$WeroBelmaliomScope and Budget Talbot Hill Sewer Relocation Analvsis Budoet REVISED 012314,xis E1-2012 CITY OF RENTON FAIR PRACTICES POLICY AFFIDAVIT OF COMPLIANCE Roth Hill, LLC hereby confirms and declares that: (Name of contractor/subcontractor/consultant) It is the policy of the above -named contractor/subcontractor/consultant, to offer equal opportunity to all qualified employees and applicants for employment without regard to their race; religion/creed; national origin; ancestry; sex; the presence of a physical, sensory, or mental disability; age over 40; sexual orientation or gender identity; pregnancy; HIV/AIDS and Hepatitis C status; use of a guide dog/service animal; marital status; parental/family status; military status; or veteran's status. The above -named contractor/subcontractor/consultant complies with all applicable federal, state and local laws governing non-discrimination in employment. III. When applicable, the above -named contractor/subcontractor/consultant will seek out and negotiate with minority and women contractors for the award of subcontracts. Erik Waligorski Print Agent/Representative's Name Principal Print Agent/Representative's Title 4gg:!e�nt//Represe_nia - ignature Date Aned Instructions: This document MUST be completed by each contractor, subcontractor, consultant and/or supplier. Include or attach this document(s) with the contract. Page 15 of 15 P is zza/Data_Cente r/Forms/City/Contracts ��IL _..�. _ ._-.. j ._ . . Ina4icce ata"il Supplementals RFP Data [ Pro'ecrs Contract # CA,G 14 037 Class P Payables Status `A IActive Total 145,300.00 0rig contract 4 i DescriptionENGINEERING CONSULTANT AGREEMENT FOR THE Board award 03/21/2014 +; Balance' 0.00 Remaining bal 0.00 ; Contract type :consultant CONSULTANT SERVICES -OTHER Actual start 04/07/2014 -' Adiustments': 0.00 Contractor 077215 STANTEC CONSULTING SVCS INC -- Expiration 12/31/2014 + Adi balance w� 0.00 Adi remaining 0.00 Filter Invoice # Date Vendor # Vendor Name : - . TotalAmountl Retain Amount I Net Amound Voided 780854 04/08/2014 f 077215 STANTEC CONSULTING SVCS INC 0,119.07 0,00 8119.07 Q Description. CAG•14.037, TALBOT HILL SEWER 4 Retainage release Changed Q 791543 Q5/13/2014 077215 STANTEC CONSULTING SVCS INC 8,298.75 0.00 ' 8,298.75 Description. CAG-14.037, TALBOT HILL SEWER Retainage release r] Changed Q - 797424 ' 06/06/2004 077215 STANTEC CONSULTING SVCS INC 9,745,03 - 0.00 9,745.03 Description: CAG•14.037, TALBOT HILL SEWER Retainage release [] Changed 0 .807504 07J09J2Q14 «077215 STANTEC CONSULTING SVCS INC 8,165.45 0.00 8,165.45 Description lAG 14.037, TALBOT HILL SEWER Retainage release n Changed] 817290 a 08/07/2014 077215 STANTEC CONSULTING SVCS INC 14,647,16 0.00 14,647.16 Description ; CAG•14.037, TALBOT HILL SEWER Retainage release C ] Changed 926778 09/Q5J2014 t077215 VSTANTECCONSULTING SVCS INC 9,562.59 0.00 9,562.591 Description 'CAG•14.037, TALBOT HILL SEWER Retainage release Changed 835887 1,10/03/2014 j 077215 STANTEC CONSULTING SVCS INC­ 9,426.53 0.00 _ . 9,426.53 Desoription. CAG•14.037, TALBOT HILL SEWER Retainage release ( Changed 847902 11 711 J2014 077215 STAPITEC CONSULTING SVCS INC 40 G12 23 0.60 40 612 23 .-14.037, TALBOT HILL_ SEWER Rt25 _. Retainage released 0.00 Totals; 108,57 8 0.00 108,576.81 — . - - — --- - - __- - ---- - -- - - ter the contract t4De. 4 Stantec Stantec Consulting Services, Inc. 11130 NE 331d Place, Suite 200 Bellevue, WA 98004 425.869,9448 Memo To: Dave Christensen From: Erik Waligorski, P&'��/ City of Renton - Utility Stantec Consulting - Bellevue Systems Division Copies: Erik Brodahl, File Date: November 11, 2014 Reference: Talbot Hill Sewer Relocation SR 167 IC/DC Project - Monthly Progress Report The services agreement between the City of Renton and Stantec for the Talbot Hill Sewer Relocation SR 167 IC/DC Project was executed on March 21, 2014. Protect Status and Tasks Completed Alternatives Analysis The alternatives selection workshop was held on October 17m. It was determined that Alternative # 2 with a new crossing of 1-405 at Smithers was the preferred option. Unfortunately, WSDOT informed the group that funding for the project has not been allocated and, therefore, we were to stop following the basis of design summary. We have prepared the basis of design summary memorandum and it has been distributed to all stakeholders. This completes the project until such time that there is funding for the design of the selected alternative. OutstandingIssue ssues There are no outstanding issues at this time, Proiect Schedule All work has been completed. Proiect Budget Status Refer to the attached spreadsheet entitled "Monthly Progress Report —Budget" for services for the month of October 2014. This represents the final invoice for the project. Design with community in mind ew r.120021active12002003606lmanagementlstatusVnonthly status repat_111114.docx City of Renton Talbot Hill Sewer Relocation - SR 167 IC/DC Project Monthly Progress Report --Budget Status For Month of: Oct-14 Task No. Phase No. Description Percent Complete (+/-) Percent Spent Original Budget Total Services Oct 2014' Total Invoices To -Date Budget Remaining 1 200 Project Management 100% 80% $ 11,400 $ 1,421.78 $ 9,069.79 $ 2,330.21 2 201 Topographic Surve in g2 100% 87% $ 9,900 $ - $ 8,609.23 $ 1,290.77 3 202 Project Ob'ectives2 100% 99% $ 7,900 $ $ 7,857.04 $ 42.96 4 203 Geotechnical Desk Stud 100% 85% $ 12,500 $ $ 10,638.77 $ 1,861.23 5 1 204 lAlternatives Analysis 100% 92% $ 75,400 $ 36,004.64 $ 69,216.17 $ 6,183.83 6 1 205 JBasis of Design Report 100% 11% $ 28,800 $ 3,185.81 $ 3,185,81 $ 25,614.19 Totals 100% 74% $ 145,900 $ 40,612.23 $ 108,576.81 $ 37,323.19 Notes: 1) For services completed through the month prior to the billing month (e.g. Nov services billed in Dec). 2) Budget transfer of $2,700 from Task 202 to Task 201 Print Date: 11/10/2014 V:\2002\active\2002003606\management\status\monthly budget status_oct 2014_111014.xls (),c� 1 '7 L IJ tA3 t ( ` Stantec Bill To City of Renton Dave Christensen Planning/Building/Public Works Renton City Hall - 5th Floor 1055 South Grady Way Renton WA 98055 United States C 44 - 14— Ca3 7 INVOICE f of ocxD t8w Page 1 of 5 Invoice Number 847902 Invoice Date November 11, 2014 Customer Number 110474 Project Number 2002003606 Please Remit To Stantec Consulting Services Inc. (SCSI) 13980 Collections Center Drive Chicago IL 60693 United States Federal Tax ID 1 1-2167170 H "' f '" D Project Description: Talbot Hill Sewer Relocation Alternatives Analysis N'OV 2014 Stantec Project Manager: Waligorski, Erik J Stantec Office Location: Bellevue WA CITY OP RENTON Current Invoice Due: $40,612.23 For Period Ending: November 7, 2014 Site / Facility Address: Renton, WA Due on Receipt INVOICE Top Task 200 Project Management Professional Services Billing Level Project Manager Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Professional Services Subtotal Invoice Number Project Number Page 2 of 5 847902 2002003606 Date Hours Rate Current Amount 09/29/14 1.00 203.11 203.11 09/30/14 0.50 203.11 101.56 10/02/14 1.00 203.11 203.11 10/08/14 1.00 203.11 203.11 10/27/14 1.00 203.11 203.11 10/30/ 14 1.00 203.11 203.11 10/31/14 0.50 203.11 101.56 11 /05/14 1.00 203.11 203.11 7.00 1,421.78 7.00 1,421.78 Top Task 200 Total 1,421.7E Top Task 204 Alternative Analysis Professional Services Billing Level Date Hours Rate Current Amount Administrative Otiegbe, Rochael Marie 10/20/14 2.50 50.25 125.63 2.50 125.63 Administrative Lead Sour, Rebecca Catherine 10/03/14 1.00 123.58 123.58 Sour, Rebecca Catherine 10/07/14 2.75 123.58 339.85 Sour, Rebecca Catherine 10/14/14 0.25 123.58 30.90 Sour, Rebecca Catherine 10/30/14 0.25 123.58 30.90 Sour, Rebecca Catherine 10/31 /14 0.25 123.58 30.90 4.50 556.13 Engineer II Wolf, Brian P 09/29/14 2.00 129.58 259.16 Wolf, Brian P 10/02/14 1.00 129.58 129.58 Wolf, Brian P 10/06/14 5.00 129.58 647.90 Wolf, Brian P 10/07/14 3.75 129.58 485.93 Wolf, Brian P 10/14/14 0.25 129.58 32.40 Wolf, Brian P 10/17/14 0.25 129.58 32.40 INVOICE Page 3 of 5 Invoice Number 847902 Project Number 2002003606 12.25 1,587.37 Engineer III Slifer, Scott Kilvary 09/30/14 2.25 175.44 394.74 Slifer, Scott Kilvary 10/02/14 3.00 175.44 526.32 Slifer, Scott Kilvary 10/03/14 0.25 175.44 43.86 Slifer, Scott Kilvary 10/06/14 0.25 175.44 43.86 Slifer, Scott Kilvary 10/07/14 0.25 175.44 43.86 6.00 1,052.64 E1T/Sr Designer Ard, Stephanie Marie 09/29/14 6.50 93.23 606.00 Ard, Stephanie Marie 09/30/14 4.25 93.23 396.23 Ard, Stephanie Marie 10/01/14 3.00 93.23 279.69 Ard, Stephanie Marie 10/02/14 5.50 93.23 512.77 Ard, Stephanie Marie 10/03/14 2.00 93.23 186.46 Ard, Stephanie Marie 10/14/14 8.00 93.23 745.84 Ard, Stephanie Marie 10/15/14 3.00 93.23 279.69 Ard, Stephanie Marie 10/17/14 3.50 93.23 326.31 Sliger, Brian Allen 09/29/14 1.50 100.50 150.75 Sliger, Brian Allen 09/30/14 1.00 100.50 100.50 Sliger, Brian Allen 10/02/14 3.00 100.50 301.50 Sliger, Brian Allen 10/06/14 0.50 100.50 50.25 41.75 3,935.99 Project Manager Brodahl, Erik L 09/29/14 2.00 197.92 395.84 Brodahl, Erik L 09/30/14 2.50 197.92 494.80 Brodahl, Erik L 10/01 /14 5.00 197.92 989.60 Brodahl, Erik L 10/02/14 1.00 197.92 197.92 Brodahl, Erik L 10/03/14 0.25 197.92 49.48 Brodahl, Erik L 10/04/14 2.75 197.92 544.28 Brodahl, Erik L 10/06/14 4.50 197.92 890.64 Brodahl, Erik L 10/07/14 0.50 197.92 98.96 Brodahl, Erik L 10/14/14 0.75 197.92 148.44 Brodahl, Erik L 10/15/14 0.50 197.92 98.96 Brodahl, Erik L 10/16/14 0.50 197.92 98.96 Waligorski, Erik J 09/29/14 1.50 203.11 304.67 Waligorski, Erik J 09/30/14 2.50 203.11 507.78 Waligorski, Erik 10/01/14 1.50 203.11 304.67 Waligorski, Erik J 10/02/14 2.50 203.11 507.78 Waligorski, Erik J 10/03/14 1.00 203.11 203.11 Waligorski, Erik J 10/06/14 3.00 203.11 609.33 Waligorski, Erik J 10/07/14 4.00 203.11 812.44 Waligorski, Erik J 10/08/14 2.00 203.11 406.22 Waligorski, Erik J 10/09/14 1.00 203.11 203.11 Waligorski, Erik J 10/14/14 3.00 203.11 609.33 Waligorski, Erik J 10/15/14 1.50 203.11 304.67 Waligorski, Erik J 10/17/14 3.50 203.11 710.89 47.25 9,491.88 INVOICE Professional Services Subtotal Subconsultants Direct - Subconsultant Fees Stahel Trenchless Consultants 14-203 Stahel Trenchless Consultants 14-230 Stahel Trenchless Consultants 14-242 Subconsultants Subtotal Usaaes Usage - Computer 09/29/14 09/30/14 10/01/14 10/02/14 10/03/14 10/04/14 10/06/14 10/07/14 10/14/14 10/15/14 10/16/14 Page 4 of 5 Invoice Number 847902 Project Number 2002003606 114.25 16,749.64 Date Cost % Current Amount 09/02/14 495.00 10.00 544.50 09/30/14 14,220.00 10.00 15,642.00 10/29/14 2,355.00 10.00 2,590.50 18,777.00 Current Amount 85.00 70.00 50.00 80.00 40.00 22.50 65.00 20.00 13.00 30.00 2.50 Usages Subtotal 478.00 Top Task 204 Total 36,004.64 Top Task 205 Basis of Design Report Professional Services Billing Level Date Hours Rate Current Amount Engineering Geologist Haberman, Phillip Anthony (Phil) 10/17/14 2.00 157.58 315.16 2.00 315.16 EIT/Sr Designer Ard, Stephanie Marie 10/22/14 1.50 93.23 139.85 Ard, Stephanie Marie 10/27/14 2.50 93.23 233.08 Ard, Stephanie Marie 10/28/14 3.00 93.23 279.69, Ard, Stephanie Marie 10/29/14 1.75 93.23 163.15 Ard, Stephanie Marie 10/30/14 0.75 93.23 69.92 INVOICE Page 5 of 5 Invoice Number 847902 Project Number 2002003606 Ard, Stephanie Marie 10/31/14 0.50 93.23 46.62 Ard, Stephanie Marie 11 /03/14 0.25 93.23 23.31 10.25 955.62 Project Manager Brodahl, Erik L. 10/23/14 0.50 197.92 98.96 Brodahl, Erik L 10/29/14 1.50 197.92 296.88 Brodahl, Erik L 10/30/14 0.50 197.92 98.96 Waligorski, Erik J 10/22/14 1.00 203.11 203.11 Waligorski, Erik J 10/23/14 0.50 203.11 101.56 Waligorski, Erik J 10/27/14 1.00 203.11 203.11 Waligorski, Erik J 10/30/14 1.50 203.11 304.67 Waligorski, Erik J 10/31/14 1.00 203.11 203.11 Waligorski, Erik J 11 /03/14 1.00 203.11 203.11 Waligorski, Erik J 1 1 /04/14 0.50 203.11 101.56 9.OD 1,815.03 Professional Services Subtotal 21.25 3,085.81 Usages Current Amount Usage - Computer 10/22/14 15.00 10/27/14 25.00 10/28/14 30.00 10/29/14 17.50 10/30/14 7.50 10/31/14 5.00 Usages Subtotal 100.00 Top Task 205 Total 3,185.81 Total Fees & Disbursements $40,612.23 INVOICE TOTAL (USD) $40,612.23 STAHELI trenchless consultants BIII To 1725 220th St. SE Suite C-200 Bothell WA 98021 425-205-4930 Stantec Consulting Services, Inc. 11130 NE 33rd Place, Suite 200 Bellevue WA 98004-1465 RECEIVED SEP 0 8 2014 stantec Believus, WA Coder_ Rebecca Saur Invoice Date Invoice # 912/2014 14.203 Budget Amount Previously Invoiced This Involve Invoiced to Date Percent Invoiced $26,410.00 $430.00 $495.00 $925.00 040/0 Item Description Quantity Rate Amount Professional Services 07.16.2014 - 08.15.2014 Owner: City of Renton Project Talbot Hill Sewer Relocation Project Engineer Chris Price - Project Engineer 2.5 150.00 375.00 Staff Engineer Dylan Davidson - Staff Engineer 1 120.00 120.00 Staheli Trenchless Consultants Total 1725 220th St SE, C200 $495.00 rl-4,011 NVA n4lri1 _ Phone: 425-2054930 Fax: 425-2054931 Payments/Credits Balance Due $495.00 4:15 PM 09102114 Date Name Billing Status Duration Stantec Consulting Services, In —:City of Renton Engineering:Project Engineer 7117I2014 Christopher G Price Billed 8/152014 Christopher Price Billed Total Engineering:Project Engineer Enginooring:Staff Engineer 8/15/2014 Dylan Davidson Billed Total Engineering:Staff Engineer Total Stantec Consulting Services. Inc -City of Renton TOTAL Stahel] Trenchless Consultants Time by Job Detail July 16 through August 15, 2014 1.00 Lunch ring w! Eric & Steptranie discuss project approach 1.50 Review Initial info from Erik 2.50 Notes 1.00 Download documents from wetnite. Print Put into Binder. Read email info. 1.00 3.50 3.50 Page 1 S TAHE IMLI 1725 220th St. SE . ,voice Suite C-200 t r e 11 c It I e S s .Bothell WA 98021 consultants 425-205-4930 BIII To Stantec Consulting Service$, Inc. 11130. NE 33rd Place, Suite 200 Bellevue WA-98004-1465 Date Invoice # 9/30/2014 14-230 Budget Amount Previously, Invoiced This Invoice Invoiced to Date Percent Invoiced $26,410.00 $925A $14,220.00 $15,145.00 57% Item Description Quantity Rate Amount: Professional Services 08.16.2014 - 09.15.201.4 Owner. City of Renton Project. Talbot Hill Sewer Relocation Staff Engineer Dylan Davidson - Staff Engineer 3.75 120.00 450.00 Project Engineer Chris Price.- Project Engineer 22.5 150.00 3,375.00 Project Engineer 1 Matt Olson --Project Engineer 77. 135.00; '.. 10,395.00 Staheli Trenchless Consultants 1725 220th St SE, C200 Phone. 425-205-4930 Fax: 425-205-4931 0 Total zo STAHELI trenchless consultants Bill To 1725 220th St. SE Suite C-200 Bothell WA 98021 425-205-4930 Stantec Consulting Services, Inc. 11130 NE 33rd Place, Suite 200 Bellevue WA 98004-1465 Invoice Date Invoice # 10/29/2014 14-242 Budget Amount Prevlously Invoiced This Invoice Invoiced to Date Percent Invoiced $26,410.00 $15,145.00 $2,355.00 $17,500.00 66% Item Description Quantity Rate Amount Professional Services 09.16.2014 - 10.15.2014 Owner: City of Renton Project: Talbot Hill Sewer Relocation Project Engineer I Matt Olson - Project Engineer 11 135.00 1,485.00 Project Engineer Chris Price - Project Engineer 5 150.00 750.00 Staff Engineer Dylan Davidson - Staff Engineer 1 120.00 120.00 Staheli Trenchless Consultants 1725 220th St SE, C200 Total $2,355.00 Bothell, WA 98021 Phone: 425-205-4930 Fax: 425-205-4931 Payments/Credits $0.00 Balance Due $2,355.00 ® Stantec BIII To City of Renton Accounts Payable Planning/Building/Public Works Renton City Hall - 5th Floor 1055 South Grady Way Renton WA 98055 United States C1A4t - I y-.o 3 -7 �I�lagq INVOICE Invoice Number Invoice Date Customer Number Project Number Page 1 of 3 835887 October 3, 2014 110474 2DO2003606 Please Remit To Stantec Consulting Services Inc. (SCSI) 13980 Collections Center Drive Chicago IL 60693 United States Federal Tax ID 11-2167170 Project Description: Talbot Hill Sewer Relocation Alternatives Analysis RE ( E I V E D Stantec Project Manager: Waligorski, Erik J OCT 0 G 2014 Stantec Office Location: Bellevue WA Current Invoice Due: $9,426.53 CITY OF RENTON For Period Ending: September 26, 2014 UTILITY SYSTEMS Site / Facility Address: Renton, WA Due on Receipt INVOICE Top Task 200 Project Management Professlonal Services Billing Level Administrative Lead Invoice Number Project Number Page 2 of 3 835887 2002003606 Date Hours Rate Current Amount Saur, Rebecca Catherine 09/10/14 0.25 123.58 30.90 0.25 30.90 Project Manager Waligorski, Erik J 09/02/14 0,50 203.11 101.56 Waligorski, Erik 09/04/14 0.50 203.11 101.56 Waligorski, Erik J 09/15/14 0.50 203.11 101.56 Waligorski, Erik J 09/22/14 1.00 203.11 203.11 2.50 507.79 Professional Services Subtotal 2.75 538.69 Top Task 200 Total 538.69 Top Task 204 Professional Services Billing Level Engineer II Wolf, Brian P Wolf, Brian P Wolf, Brian P Wolf, Brian P Wolf, Brian P Wolf, Brian P Engineer III Slifer, Scott Ovary EIT/Sr Designer Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Alternative Analysis Date Hours Rafe Current Amount 09/18/14 1.25 129,58 161.98 09/19/14 1.50 129.58 194.37 09/23/ 14 1.25 129.58 161.98 09/24/14 2.25 129.58 291.56 09/25/14 1.25 129.58 161.98 09/26/14 1.00 129.58 129.58 8.50 1,101.45 09/25/14 0.50 175.44 87.72 0.50 87.72 09/19/14 1.50 93.23 139.85 09/22/14 3.50 93.23 326.31 09/23/14 6.00 93.23 559.38 09/24/14 6.50 93.23 606.00 09/25/14 7.25 93.23 675.92 INVOICE Page 3 of 3 Invoice Number 835887 Project Number 2002003606 Ard, Stephanie Marie 09/24/14 4.50 93.23 419.54 Sliger, Brian Allen 09/26/14 2.00 100.50 201.00 31.25 2,928.00 Project Manager Brodahl, Erik L 09/10/14 0.25 197.92 49.48 Brodahl, Erik L 09/16/14 1.25 197.92 247.40 Brodahl, Erik L 09/17/14 1.00 197.92 197.92 Brodahl, Erik L 09/18/14 2.00 197.92 395.84 Brodahl, Erik L 09/19/14 0.50 197.92 98.96 Brodahl, Erik L 09/22/14 1.00 197.92 197.92 Brodahl, Erik L 09/23/14 1.50 197.92 296.88 Brodahl, Erik L 09/24/14 1.25 197.92 247.40 Brodahl, Erik L 09/25/14 5.00 197.92 989.60 Brodahl, Erik L 09/26/14 0.75 197.92 148.44 Waligorski, Erik J 09/03/14 1.00 203.11 203.11 Waligorski, Erik J 09/04/14 1.00 203.11 203.11 Waligorski, Erik J 09/05/14 1.00 203.11 203.11 Waligorski, Erik J 09/10/14 0.50 203.11 101.56 Waligorski, Erik J 09/15/14 1.00 203.11 203.11 Waligorski, Erik J 09/22/14 1.00 203.11 203.11 Waligorski, Erik J 09/23/14 1.00 203.11 203.11 Waligorski, Erik J 09/24/14 1.00 203.11 203.11 22.00 4,393.17 Professional Services Subtotal 62.25 8,510.34 Usages Current Amount Usage - Computer 09/18/14 10.00 09/19/14 10.00 09/22/14 35,00 09/23/14 80.00 09/24/14 87.50 09/25/14 102.50 09/26/14 52.50 Usages Subtotal 377.50 Top Task 204 Total 8,887.84 Total Fees 8, Disbursements $9,426.53 INVOICE TOTAL (USD) $9,426.53 wUJ^� IVY Stantec Bill To City of Renton Accounts Payable Planning/Building/Public Works Renton City Hall - 5th Floor 1055 South Grady Way Renton WA 98055 United States INVOICE t g Page 1 of 4 Project Description: Talbot Hill Sewer Relocation Alternatives Analysis Invoice Number 826778 Invoice Date September 5, 2014 Customer Number 110474 Project Number 2002003606 Please Remit To Stantec Consulting Services Inc. (SCSI) 13980 Collections Center Drive Chicago IL 60693 United States Federal Tax ID 11-2167170 Stantec Project Manager: Waligorski, Erik J Stantec Office Location: Bellevue WA Current invoice Due: $9,562.59 For Period Ending: August 29, 2014 Site / Facility Address: Renton, WA Due on Receipt Top Task 200 Professional Services Category/Employee Project Manager INVOICE Project Management Invoice Number Project Number Page 2 of 4 826778 2002003606 Date Hours Rate Current Amount Waligorski, Erik J 08/04/14 0.50 203.11 101.56 Waligorski, Erik J O8/06/14 0.50 203.11 101.56 Waligorski, Erik J 08/15/14 0.50 203.11 101.56 Waligorski, Erik J 08/25/14 0.50 203.11 101.56 2.00 406.24 Professional Services Subtotal 2.00 406.24 Top Task 200 Total 406.24 Top Task 201 Topographic Survey Professional Services Category/Employee CAD Gardner, Brenda Lee Project Surveyor Lemasa, Michael J (Mike) Professional Services Subtotal Date Hours Rate Current Amount 08/20/14 08/04/14 0.50 91.46 0.50 0.50 152.36 0.50 1.00 45.73 45.73 76.18 76.18 121.91 Top Task 201 Total 121.91 Top Task 203 Geotechnical Desk Study Professional Services Category/Employee Date Hours Rate Current Amount Project Manager Waligorski, Erik J 08/06/14 1.00 203.11 203.11 Waligorski, Erik J 08/21 /14 0.50 203.11 101.56 1.50 304.67 Professional Services Subtotal 1.50 304.67 INVOICE Page 3 of 4 Invoice Number 826778 Project Number 2002003606 Top Task 203 Total 304.67 Top Task 204 Alternative Analysis Professional Services Category/Employee Engineer II Wolf, Brian P EIT/Sr Designer Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Project Manager Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Professional Services Subtotal Usages Usage - Computer 08/05/14 08/13/14 08/14/14 08/ 15/ 1'4 08/18/14 Date Hours Rate Current Amount 08/15/14 1.00 129.58 1.00 08/05/14 0.25 93.23 08/13/14 3.50 93.23 08/14/14 7.50 93.23 08/15/14 3.25 93.23 08/ 18/ 14 8.00 93.23 08/19/14 3.00 93.23 08/20/14 2.00 93.23 08/21/14 6.50 93.23 08/22/14 4.00 93.23 08/25/14 6.25 93.23 08/26/14 3.25 93.23 47.50 08/11/14 0.25 197.92 O8/13/14 1.00 197.92 08/14/14 2.25 197.92 08/19/14 0.75 197.92 08/20/14 2.00 197.92 08/21/14 0.50 197.92 08/11/14 1.00 203.11 08/14/14 3.50 203.11 08/15/14 1.50 203.11 08/20/14 2.00 203.11 08/21/14 2.00 203.11 08/26/14 0.50 203.11 08/27/14 1.00 203.11 18.25 66.75 129.58 129.58 23.31 326.31 699.23 303.00 745.84 279.69 186.46 606.00 372.92 582.69 303.00 4,428.45 49.48 197.92 445.32 148.44 395.84 98.96 203.11 710.89 304.67 406.22 406.22 101.56 203.11 3,671.74 8,229.77 Current Amount 2.50 35.00 75.00 37.50 80.00 INVOICE Page 4 of 4 Invoice Number 826778 Project Number 2002003606 08/19/14 40.00 08/20/14 30.00 08/21 /14 65.00 08/22/ 14 40.00 08/25/ 14 62.50 08/26/ 14 32.50 Usages Subtotal 500.00 Top Task 204 Total 8,729.77 Total Fees & Disbursements $9,562.59 INVOICE TOTAL (USD) $9,562.59 ® Stantec Bill To City of Renton Accounts Payable Planning/Building/Public Works Renton City Hall - 5th Floor 1055 South Grady Way Renton WA 98055 United States adSwc.�,f l� l -7 1.����'r'1�2 1 . INVOICE Page 1 of 5 Invoice Number 817290 Invoice Date August 7, 2014 Customer Number 110474 Project Number 2002003606 Please Remit To Stantec Consulting Services Inc. (SCSI) 13980 Collections Center Drive Chicago IL 60693 United States Federal Tax ID 1 1-2167170 RECEIVED Project Description: Talbot Hill Sewer Relocation Alternatives Analysis AUG 0 7 2014 Stantec Protect Manager; Waligorski, Erik J CITY OF RENTON Stantec office location: Bellevue WA UTILITY SYSTEMS Current Invoice Due: $14,647.16 For Period Ending: August 1, 2014 Site / Facility Address: Renton, WA Due on Receipt INVOICE Invoice Number Project Number Page 2 of 5 817290 2002003606 Top Task 200 Project Management Professional Services Category/Employee Date Hours Rate Current Amount Administrative Lead Sour, Rebecca Catherine 07/22/14 0.25 123.58 30.90 0.25 30.90 Project Manager Waligorski, Erik J 06/30/14 0.50 203.11 101.56 Waligorski, Erik J 07101 /14 1.00 203.11 203.11 Waligorski, Erik J 07/07/14 0.50 203.11 101.56 Waligorski, Erik J 07/08/14 1.50 203.11 304.67 Waligorski, Erik J 07/15/14 0.50 203.11 101.56 Waligorski, Erik J 07/17/14 0.50 203.11 101.56 Waligorski, Erik J 07/21 /14 1.00 203.11 203.11 Waligorski, Erik J 07/23/14 0.50 203.11 101.56 6.00 1,218.69 Professional Services Subtotal 6.25 1,249.59 Top Task 200 Total 1,247.59 Top Task 201 Topographic Survey Professional Services Category/Employee CAD Gardner, Brenda Lee Project Surveyor Lemasa, Michael J (Mike) Lemasa, Michael J (Mike) Surveyor II Brave, DuWayne L Brave, DuWayne L (OT) Professional Services Subtotal Usages Usage - Equipment Charges 07/12/14 RTK/GPS Rover Date Hours Rate Current Amount 07/16/14 0.50 91.46 45.73 0.50 45.73 07 /08/ 14 1.00 152.36 152.36 07/16/14 2.50 152.36 380.90 3.50 533.24 07/14/14 6.50 108.67 706.36 07/14/14 2.00 108.67 217.34 . 8.50 923.70 12.50 1,502.69 Current Amount 80.00 INVOICE Page 3 of 5 Invoice Number 817290 Project Number 2002003606 Usage - Vehicle Field Vehicle -Mileage 45.53 07/12/14 81.30 @ $.56 per Mile Usages Subtotal 125.53 Top Task 201 Total 1,628.22 Top Task 203 Geotechnical Desk Study Professional Services Category/Employee Date Hours Rate Current Amount Engineering Geologist Haberman, Phillip Anthony (Phil) 07/01 /14 2.00 157.58 315.16 Haberman, Phillip Anthony (Phil) 07/02/14 4.00 157.58 630.32 Haberman, Phillip Anthony (Phil) 07/23/14 4.00 157.58 630.32 10.00 1,575.80 Project Manager Waligorski, Erik J 07/30/14 1.50 203.11 304.67 Professional Services Subtotal 11.50 304.67 1,880.47 Top Task 203 Total 1,880.47 Top Task 204 Alternative Analysis Professional Services Category/Employee Date Hours Rafe Current Amount Engineer II Wolf, Brian P 06/30/14 1.00 129.58 129.58 Wolf, Brian P 07/01/14 3.00 129.58 388.74 Wolf, Brian P 07/02/14 2.25 129.58 291.56 Wolf, Brian P 07/03/14 0.50 129.58 64.79 Wolf, Brian P 07/07/14 0.25 129.58 32.40 Wolf, Brian P 07/15/14 1.00 129.58 129.58 Wolf, Brian P 07/21 /14 2.25 129.58 291.56 Wolf, Brian P 07/22/14 1.50 129.58 194.37 Wolf, Brian P 07/23/14 0.25 129.58 32.40 Wolf, Brian P 07/24/14 2.25 129.58 291.56 Wolf, Brian P 07/25/14 3.50 129.58 453.53 Wolf, Brian P 07/28/14 4.00 129.58 518.32 Wolf, Brian P 07/29/14 0.75 129.58 97.19 Wolf, Brian P 07/30/14 1.50 129.58 194.37 24.00 3,109.95 INVOICE Page 4 of 5 Invoice Number 817290 Project Number 2002003606 EIT/Sr Designer Ard, Stephanie Marie 06/30/14 3.00 93.23 279.69 Ard, Stephanie Marie 07101114 4.00 93.23 372.92 Ard, Stephanie Marie 07/09/14 6.50 93.23 606.00 Ard, Stephanie Marie 07/10/14 1.50 93.23 139.85 Ard, Stephanie Marie 07/16/14 2.50 93.23 233.08 Ard, Stephanie Marie 07/17/14 4.75 93.23 442.84 Ard, Stephanie Marie 07/18/14 3.50 93.23 326.31 Ard, Stephanie Marie 07/21 /14 4.25 93.23 396.23 Ard, Stephanie Marie 07/22/14 5.50 93.23 512.77 35.50 3,309.69 Project Manager Brodahl, Erik L O6/30/14 0.50 197.92 98.96 Brodahl, Erik L 07/02/14 0.50 197.92 98.96 Brodahl, Erik L 07/10/14 0.25 197.92 49.48 Brodahl, Erik L 07/14/14 0.25 197.92 49.48 Brodahl, Erik L 07/17/14 1.25 197.92 247.40 Brodahl, Erik L 07/18/14 0.25 197.92 49.48 Brodahl, Erik L 07/21 /14 0.25 197.92 49.48 Brodahl, Erik L 07/28/14 0.50 197.92 98.96 Brodahl, Erik L 07/31 /14 0.50 197.92 98.96 Waligorski, Erik J 07/16/14 2.50 203.11 507.78 Waligorski, Erik J 07/17/14 4.00 203.11 812.44 Waligorski, Erik J 07/21 /14 1.00 203.11 203.11 Waligorski, Erik J 07/24/14 1.00 203.11 203.11 Waligorski, Erik J 07/29/14 1.00 203.11 203.11 Waligorski, Erik J 07/31 /14 1.00 203.11 203.11 14.75 2,973.82 Professional Services Subtotal 74.25 9,393.46 Usaoes Current Amount Usage - Computer 06/30/14 30.00 07/01/14 40.00 07/02/14 15•00 07/09/14 65.00 07/10/14 15.00 07/15/14 7.50 07/16/14 25.00 07/17/14 47.50 07/18/14 35.00 07/21/14 57.50 07/22/14 65.00 07/24/14 15.00 07/25/14 25.00 07/28/14 20.00 07/29/14 5•00 07/30/14 10.00 INVOICE Page 5 of 5 Invoice Number 817290 Project Number 2002003606 Usages Subtotal 477.50 Disbursements Direct - Vehicle (mileage) Disbursements Subtotal Top Task 204 Total Current Amount 17.92 17.92 9,888.88 Total Fees & Disbursements $14,647.16 INVOICE TOTAL (USD) $14,647.16 Stantec Standard Equipment Form (2014) Table Name: 2012 Equip Rate Schadule Tracking # 03606-01 Project #: 2002003606 Task #: 201.top0 Start Date: 711212014 Project Name: Talbot HIII sewer Field Staff: DLB End Date: 7/1212014 PM Approval: PM Name: Equlp Billable: YIN Y „I NA 6 SE'ONLYr•�`y�.' `o-„c-y`.Exat Ro�d�;Da �n'pli1By Task No. Unit Descrlpt/on ,Quantify Cost UOM B/llable Expendtfure Type Urve a qu pmen , ari�cs.,., I e c e - I ea e - preva na R rate 81.E 0.560 Mlle $ 45.53 Usa a - Vehicle Digital Level 5.00 Hour $ )Usage - Equipment Charges Total Station Convenuonal w/ data collector 10.00 Hour ;Usage - Equipment Charges _ Total Station Robotic w/data collector S 15.00 Hour $ Usage - E ulpment Charges I RTK/GPS Rover 4 S 20.00 Hour T 80.00 Usage - Equipment Charges I NOTE: ONE EQUIPMENT FORM MAY BE USED ON CONTIGUOUS RANGE OF DATES OTHERWISE PLEASE FILL OUT A FORM DAILY FOR EACH PROJECT VISITED APPROVED _ By M. LEMASA P.L.S.-at 91 22 am, Jul 23, 2014: Ef-^ — I T I -- 1 I I I I -- --�_--L _ otalFA'inoutnt°i'v=9i I Ili✓- 1OLA-? - ® Stantec Bill To City of Renton Accounts Payable Planning/Building/Public Works Renton City Hall - 5th Floor 1055 South Grady Way Renton WA 98055 United States INVOICE Page 1 of 4 Invoice Number 807504 Invoice Date July 9, 2014 Customer Number 110474 Project Number 2002003606 Please Remit To Stantec Consulting Services Inc. (SCSI) 13980 Collections Center Drive Chicago IL 60693 United States Federal Tax ID 11-2167170 Project Description: Talbot Hill Sewer Relocation Alternatives Analysis RECEIVED Stantec Project Manager: Waligorski, Erik J JUL 0 8 2014 Stantec Office Location: Bellevue WA Current Invoice Due: $8,165.45 CITY OF RENTON For Period Ending: June 27, 2014 UTILITY SYSTEMS Site / Facility Address: Renton, WA Due on Receipt INVOICE Page 2 of 4 Invoice Number 807504 Project Number 2002003606 Top Task 200 Project Management Professional Services Category/Employee Date Hours Rate Current Amount Administrative Lead Saur, Rebecca Catherine 06/05/14 0.25 123.58 30.90 Saur, Rebecca Catherine 06/21/14 0.25 123.58 30.90 0.50 61.80 Project Manager Waligorski, Erik J 06/02/14 0.50 203.11 101.56 Waligorski, Erik J 06111114 0.50 203.11 101.56 Waligorski, Erik J 06/19/14 1.00 203.11 203.11 Waligorski, Erik J 06/23/14 1.00 203.11 203.11 Waligorski, Erik J 06/24/14 1.00 203.11 203.11 Waligorski, Erik J 06/25/14 1.00 203.11 203.11 5.00 1,015.56 Professional Services Subtotal 5.50 1,077.36 Top Task 200 Total 1,077.36 Top Task 201 Topographic Survey Professional Services Category/Employee Date Hours Rate Current Amount Project Surveyor Lemasa, Michael J (Mike) 06/27/14 0.50 152.36 76.18 0.50 76.18 Professional Services Subtotal 0.50 76.18 Top Task 201 Total 76.18 Top Task 203 Geotechnical Desk Study Professional Services Category/Employee Date Hours Rate Current Amount Engineering Geologist Haberman, Phillip Anthony (Phil) 06/10/14 2.00 157.58 315.16 Haberman, Phillip Anthony (Phil) 06/11/14 2.00 157.58 315.16 Haberman, Phillip Anthony (Phil) 06/12/14 2.00 157.58 315.16 Haberman, Phillip Anthony (Phil) 06/16/14 4.00 157.58 630.32 Haberman, Phillip Anthony (Phil) Haberman, Phillip Anthony (Phil) Haberman, Phillip Anthony (Phil) Haberman, Phillip Anthony (Phil) Project Manager Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Disbursements Direct - Vehicle (mileage) INVOICE Professional Services Subtotal Disbursements Subtotal Invoice Number Project Number 06/17/14 2.00 157.58 06/23/14 2.00 157,58 06/25/14 2.00 157.58 06/26/ 14 2.00 157.58 18.00 06/10/14 0.25 197.92 06/12/14 0.25 197.92 06/17/14 0.25 197.92 0.75 18.75 Page 3 of 4 807504 2002003606 315.16 315.16 315.16 315.16 2,836.44 49.48 49.48 49.48 148.44 2,984.88 Current Amount 23.52 23.52 Top Task 203 Total 3,008.40 Top Task 204 Alternative Analysis Professional Services Category/Employee Date Hours Rate Current Amount Engineer II Wolf, Brian P O6/03/14 0.25 129.58 32.40 Wolf, Brian P 06/04/14 2.25 129.58 291.56 Wolf, Brian P 06/24/14 1.00 129.58 129.58 Wolf, Brian P 06/25/14 2.00 129.58 259.16 Wolf, Brian P O6/26/14 2.25 129.58 291.56 7.75 1,004.26 EIT/Sr Designer Ard, Stephanie Marie 06/04/14 2.50 93.23 233.08 Ard, Stephanie Marie 06/24/14 2.25 93.23 209.77 Ard, Stephanie Marie 06/25/14 3.50 93.23 326.31 Ard, Stephanie Marie 06/26/14 1.50 93.23 139.85 9.75 909.01 Project Manager Brodahl, Erik L 05/27/14 0.25 197.92 49.48 Brodahl, Erik L O6/04/14 1.75 197.92 346.36 Brodahl, Erik L O6/24/14 1.25 197.92 247.40 Waligorski, Erik J O6/04/14 1.00 203.11 203.11 Waligorski, Erik J 06/19/14 1.00 203.11 203.11 Waligorski, Erik J 06/25/14 1.00 203.11 203.11 Waligorski, Erik J O6/26/14 1.50 203.11 304.67 INVOICE Professional Services Subtotal Subconsultants Direct - Subconsultant Fees Staheli Trenchless Consultants 14-115 Usaaes Usage - Computer 06/04/ 14 06/25/14 06/26/14 Subconsultants Subtotal Usages Subtotal Page 4 of 4 Invoice Number 807504 Project Number 2002003606 7.75 1,557.24 25.25 3,470.51 Date Cost % Current Amount 05/27/14 430.00 10.00 473.00 - 473.00 Current Amount 40.00 10.00 10.00 60.00 Top Task 204 Total 4,003.51 Total Fees & Disbursements $8,165.45 INVOICE TOTAL (USD) $8,165.45 STAHELI 1725 2201h St. SE Suite C-200 trenchless Bothell WA 98021 consultants 425-205-4930 BIII To Stantec Consulting Services, Inc. 11130 NE 33rd Place, Suite 200 Bellevue WA 98004-1465 Coder: Rebecca Saur Invoice Date Involce # 5127/2014 14-1 15 RECEIVED JUN 0 3 2014 Stantec Bellevue, WA Budget Amount Previously Invoiced This Invoice Invoiced to Dale Percent Invoiced 526,410.00 $0.00 5430.00 S430.00 02% Item Description Quantity Rate Amount Professional Services through 05.15,2014 Owner: City of Renton Project: Talbot Hiii Sewer Relocation Principal Kim Staheli - Principal Engineer 2 215,00 430.00 Slaheli Trenchless Consultants 1725 220th St SE, C200 Total $430.00 Bothell, WA 98021 Phone: 425-205-4930 Fax: 425-205-4931 Payments/Credits Balance Due S430.00 2:02 PM 0sf27114 Date Name Billing Status Stantec Consulting Services, Inc.:Clty of Renton Engineering: Principal 1/10/2014 Kimbertie Staheli 8111ed Total Engineering:Principal Total Stantec Consulting Services, Inc.:City of Renton TOTAL Staheli Trenchless Consultants Time by Job Detail All Transactions Duration 2.00 Input into geotechnlcailnvestigation 2-00 2.00 2.00 Notes Page 1 (lkd, ! < LU 1 ® Stantec INVOICE Invoice Number Invoice Date Customer Number Project Number e.Kay - 14-037 iS14,00t8g9 Page 1 of 5 797424 June 6, 2014 110474 2002003606 Bill To Please Remit To City of Renton Stantec Consulting Services Inc. (SCSI) Accounts Payable 13980 Collections Center Drive Planning/Building/Public Works Chicago IL 60693 Renton City Hall - 5th Floor United States 1055 South Grady Way Federal Tax ID 11-2167170 Renton WA 98055 United States R E C C I 1 P n Project Description: Talbot Hill Sewer Relocation Alternatives Analysis JUN p 5 2014 Stantec Project Manager: Waligorski, Erik J CITY OF RENTON Stantec Office location: Bellevue WA UTILITY SYSTEMS Current Invoice Due: $9,745.03 For Period Ending: May 30, 2014 Site / Facility Address: Renton, WA Due on Receipt INVOICE Top Task 200 Project Management Professional Services Category/Employee Administrative Lead Saur, Rebecca Catherine Project Manager Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Professional Services Subtotal Invoice Number Project Number Page 2 of 5 797424 2002003606 Date Hours Rate Current Amount 05/07/ 14 05/05/14 05/07/14 05/12/14 05/13/14 05/19/14 05/30/14 0.25 123.58 0.25 0.50 203.11 0.50 203.11 1.00 203.11 1.00 203.11 0.50 203.11 0.50 203.11 4.00 4.25 30.90 30.90 101.56 101.56 203.11 203.11 101.56 101.56 812.46 843.36 Top Task 200 Total 843.36 Top Task 201 Topographic Survey Professional Services Category/Employee Date Hours Rate Current Amount CAD Gardner, Brenda Lee 05/05/14 2.00 91.46 182.92 Gardner, Brenda Lee 05/06/14 1.00 91.46 91.46 Gardner, Brenda Lee 05/12/14 2.00 91.46 182.92 Gardner, Brenda Lee 05/13/14 1.00 91.46 91.46 Gardner, Brenda Lee 05/14/14 0.50 91.46 45.73 Gardner, Brenda Lee 05/15/14 0.25 91.46 22.87 Gardner, Brenda Lee 05/16/14 1.00 91.46 91.46 7.75 708.82 EIT/Sr Designer Ard, Stephanie Marie 05/14/14 2.50 93.23 233.08 2.50 233.08 Professional Services Subtotal 10.25 941.90 Top Task 201 Total 941.90 Top Task 202 Project Objectives INVOICE Professional Services Category/Employee Administrative Lead Saur, Rebecca Catherine EIT/Sr Designer Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Ard, Stephanie Marie Project Manager Brodahl, Erik L Brodahl, Erik L Waligorski, Erik J Oaligorski, Erik J Waligorski, Erik J Professional Services Subtotal Usages Usage - Computer 05/05/14 05/06/14 05/07/14 05/08/14 05/12/14 05/13/14 Usages Subtotal Disbursements Direct -Vehicle (mileage) Invoice Number Project Number Page 3 of 5 797424 2002003606 Date Hours Rate Current Amount 05/14/14 05/05/ 14 05/06/ 14 05/07/14 05/08/14 05/12/14 05/13/14 05/07/14 05/08/14 05/09/14 05/12/14 05/13/14 0.50 123.58 0.50 0.50 93.23 1.50 93.23 3.00 93.23 1.00 93.23 0.50 93.23 0.25 93.23 6.75 0.50 197.92 1.50 197.92 1.00 203.11 1.00 203.11 1.00 203.11 5.00 12.25 61.79 61.79 46.62 139.85 279.69 93.23 46.62 23.31 629.32 98.96 296.88 203.11 203.11 203.11 1,005.17 1,696.28 Current Amount 5.00 15.00 30.00 10.00 5.00 2.50 67.50 Current Amount 11.20 Disbursements Subtotal 11.20 Top Task 202 Total 1,774.98 Top Task 203 Geotechnical Desk Study Professional Services INVOICE Page 4 of 5 Invoice Number 797424 Project Number 2002003606 Category/Employee Date Hours Rate Current Amount Engineering Geologist Haberman, Phillip Anthony (Phil) 05/08/14 2.00 157.58 315.16 Haberman, Phillip Anthony (Phil) 05/09/14 2.00 157.58 315.16 Haberman, Phillip Anthony (Phil) 05/15/14 3.00 157.58 472.74 Haberman, Phillip Anthony (Phil) 05/16/14 3.00 157.58 472.74 Haberman, Phillip Anthony (Phil) 05/20/14 5.00 157.58 787.90 Haberman, Phillip Anthony (Phil) 05/21 /14 5.00 157.58 787.90 Haberman, Phillip Anthony (Phil) 05/22/14 5.00 157.58 787.90 25.00 3,939.50 Geotechnical Engineer Gopalasingam, Arumugam (Gopal) 05/13/14 1.00 221.10 221.10 Gopalasingam, Arumugam (copal) 05/14/14 1.00 221.10 221.10 2.00 442.20 Project Manager Waligorski, Erik J 05/14/14 0.50 203.11 101.56 0.50 101.56 Professional Services Subtotal 27.50 4,483.26 Top Task 203 Total 4,483.26 Top Task 204 Alternative Analysis Professional Services Category/Employee Date Hours Rate Current Amount Engineer 11 Wolf, Brian P 05/06/14 1.50 129.58 194.37 1.50 194.37 EIT/Sr Designer Ard, Stephanie Marie 05/14/14 2.00 93.23 186.46 Ard, Stephanie Marie 05/15/14 3.00 93.23 279.69 Ard, Stephanie Marie 05/27/14 1.50 93.23 139.85 6.50 606.00 Project Manager Brodahl, Erik L 05/06/14 0.50 197.92 98.96 Brodahl, Erik L 05/13/14 0.75 197.92 148.44 Brodahl, Erik L 05/14/14 2.25 197.92 445.32 Brodahl, Erik L 05/15/14 0.75 197.92 148.44 4.25 841.16 Professional Services Subtotal 12.25 1,641.53 Usages Current Amount Usage - Computer 05/06/14 05/14/14 05/15/14 Usages Subtotal INVOICE Invoice Number Project Number Page 5 of 5 797424 2002003606 10.00 20.00 30.00 60.00 Top Task 204 Total 1,701.53 Total Fees & Disbursements $9,745.03 INVOICE TOTAL (USD) $9,745.03 Ww -la-q— tl� Stantec Bill To City of Renton Accounts Payable Planning/Building/Public Works Renton City Hall - 5th Floor 1055 South Grady Way Renton WA 98055 United States gcquo Y'Jf 03-7 INVOICE t g�pdOl�'�9 Page 1 of 4 Invoice Number 791543 Invoice Date May 13, 2014 Customer Number 110474 Project Number 2002003606 Project Description: Talbot Hill Sewer Relocation Alternatives Analysis Please Remit To Stantec Consulting Services Inc. (SCSI) 13980 Collections Center Drive Chicago IL 60693 United States Federal Tax ID 11-2167170 RECEIVED Stantec Project Manager: Waligorski, Erik J Stantec Office location: Bellevue WA MAY 112014 Current Invoice Due: $8,298.75 CITY OF RENTON For Period Ending: May 2, 2014 UTILITY SYSTEM__ Site / Facility Address: Renton, WA Due on Receipt INVOICE Page 2 of 4 Invoice Number 791543 Project Number 2002003606 Top Task 200 Project Management Professional Services Category/Employee Date Hours Rate Current Amount Administrative Lead Sour, Rebecca Catherine 04/08/14 0.50 123.58 M.79 Sour, Rebecca Catherine 04/15/14 0.50 123.58 61.79 1.00 123.58 Project Manager Waligorski, Erik J 04/02/14 0.50 203.11 101.56 Waligorski, Erik J 04/07/14 1.00 203.11 203.11 Waligorski, Erik J 04/08/14 1.00 203.11 203.11 Waligorski, Erik J 04/21/14 1.00 203.11 203.11 3.50 710.89 Professional Services Subtotal 4.50 834.47 Usages Current Amount Usage - Computer 04/07/ 14 5•00 04/21 /14 5•00 Usages Subtotal 10.00 Top Task 200 Total 844.47 Top Task 201 Topographic Survey Professional Services Category/Employee Date Hours Rate Current Amount Administrative Lead Sour, Rebecca Catherine 04/14/14 0.25 123.58 30.90 0.25 30.90 Project Manager Waligorski, Erik J 04/08/14 0.50 203.11 101.56 0.50 101.56 Project Surveyor Lemasa, Michael J (Mike) 04/02/14 1.00 152.36 152.36 Lemasa, Michael J (Mike) 04/04/14 3.00 152.36 457.08 4.00 609.44 Professional Services Subtotal 4.75 741.90 INVOICE Page 3 of 4 Invoice Number 791543 Project Number 2002003606 Top Task 201 Total 741.90 Top Task 202 Project Objectives Professional Services Category/Employee Date Hours Rate Current Amount Administrative Lead Sour, Rebecca Catherine 04/24/14 0.25 123.58 30.90 Sour, Rebecca Catherine 04/30/14 3.00 123.58 370.74 3.25 401.64 Engineering Geologist Haberman, Phillip Anthony (Phil) 04/30/14 5.00 157.58 787.90 . 5.00 787.90 Engineer II Wolf, Brian P 04/15/14 0.50 129.58 64.79 0.50 64.79 EIT/Sr Designer Ard, Stephanie Marie 04/15/14 3.00 93.23 279.69 Ard, Stephanie Marie 04/16/14 1.50 93.23 139.85 Ard, Stephanie Marie 04/17/14 5.00 93.23 466.15 Ard, Stephanie Marie 04/21/14 7.00 93.23 652.61 Ard, Stephanie Marie 04/22/14 2.75 93.23 256.38 Ard, Stephanie Marie 04/24/14 0.25 93.23 23.31 Ard, Stephanie Marie 04/29/14 1.00 93.23 93.23 Ard, Stephanie Marie 04/30/14 3.00 93.23 279.69 Ard, Stephanie Marie 05/02/14 2.00 93.23 186.46 25.50 2,377.37 Project Manager Brodahl, Erik L 03/31 /14 0.25 197.92 49.48 Brodahl, Erik L 04/22/14 0.50 197.92 98.96 Brodahl, Erik L 04/23/14 0.25 197.92 49.48 Brodahl, Erik L 04/24/14 0.25 197.92 49.48 Brodahl, Erik L 04/25/14 0.25 197.92 49.48 Brodahl, Erik L 04/28/14 0.25 197.92 49.48 Brodahl, Erik L 04/29/14 0.25 197.92 49.48 Brodahl, Erik L 04/30/14 2.75 197.92 544.28 Wallgorski,Erik J 04/21/14 0.50 203.11 101.56 Waligorski, Erik J 04/23/14 1.00 203.11 203.11 Waligorski, Erik J 04/29/14 1.00 203.11 203.1 1 Waligorski, Erik J 04/30/14 3.50 203.11 710.89 Professional Services Subtotal Usages Usage - Computer 04/15/14 10.75 45.00 2,158.79 5,790.49 Current Amount 35.00 INVOICE Page 4 of 4 Invoice Number 791543 Project Number 2DO2003606 04/17/14 50.00 04/21 / 14 70.00 04/22/ 14 27.50 04/24/14 2.50 04/25/14 2.50 04/29/14 10.00 04/30/14 2.50 05/02/ 14 20.00 Usages Subtotal 220.00 Disbursements Current Amount Direct - Printing 51.41 Direct - Vehicle (mileage) 20.16 Disbursements Subtotal 71.57 Top Task 202 Total 6,082.06 Top Task 203 Geotechnical Desk Study Professional Services Category/Employee Date Hours Rate Current Amount Engineering Geologist Haberman, Phillip Anthony (Phil) 05/02/14 4.00 157.58 630.32 4.00 630.32 Professional Services Subtotal 4.00 630.32 Top Task 203 Total 630.32 Total Fees & Disbursements $8,298.75 INVOICE TOTAL (USD) $8,298.75 V-3 U-� -1ju Pier '188w -� 1 5 Stantec Bill To City of Renton Accounts Payable Planning/Building/Public Works Renton City Hall - 5th Floor 1055 South Grady Way Renton WA 98055 United States C Ky-1-6-007 INVOICE /Sloco I B49 Page 1 of 4 Invoice Number 780854 Invoice Date April 8, 2014 Customer Number 110474 Project Number 2002003606 Please Remit To Stantec Consulting Services Inc. (SCSI) 13980 Collections Center Drive Chicago IL 60693 United States Federal Tax ID 11-2167170 Project Description: Talbot Hill Sewer Relocation Alternatives Analysis RECEIVED Stantec Project Manager: Waligorski, Erik J APR 8 2014 Stantec Office location: Bellevue WA OF RENT ON Current Invoice Due: $8 119 07 CITY SYSTEMS For Period Ending: March 28, 2014 r,}TILITY Site / Facility Address: Renton, WA Due on Receipt INVOICE Top Task 200 Project Management Professional Services Category/Employee Administrative Lead Sour, Rebecca Catherine Sour, Rebecca Catherine Engineering Geologist Haberman, Phillip Anthony (Phil) Engineer I Wolf, Brian P EIT/Sr Designer Ard, Stephanie Marie Project Manager Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Brodahl, Erik L Waligorski, Erik J Waligorski. Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Waligorski, Erik J Usaaes Usage - Computer 02/26/14 03/12/14 03/25/14 03/26/14 Professional Services Subtotal Usages Subtotal Invoice Number Project Number Page 2 of 4 780854 2002003606 Date Hours Rate Current Amount 02/24/14 03/28/14 03/28/14 03/28/14 03/28/14 02/24/14 02/26/14 03/12/14 03/21/14 03/26/14 03/28/14 02/26/14 02/27/ 14 03/03/14 03/12/14 03/18/14 03/21/14 03/25/14 03/26/14 03/28/14 0.50 123.58 0.50 123.58 1.00 1.00 157.58 1.00 0.50 129.58 0.50 0.50 93.23 0.50 0.50 197.92 0.50 197.92 0.50 197.92 0.50 197.92 0.25 197.92 0.50 197.92 2.00 203.11 0.50 203.11 1.00 203.11 0.50 203.11 1.00 203.11 0.50 203.11 1.00 203.11 1.00 203.11 1.00 203.11 11.25 14.25 61.79 61.79 123.58 157.58 157.58 64.79 64.79 46.62 46.62 98.96 98.96 98.96 98.96 49.48 98.96 406.22 101.56 203.11 101.56 203.11 101.56 203.11 203.11 203.11 2,270.73 2,663.30 Current Amount 10.00 5.00 5.00 5.00 25.00 INVOICE Page 3 of 4 Invoice Number 780854 Project Number 2D02003606 Top Task 200 Total 2,686.30 Top Task 201 Topographic Survey Professional Services Category/Employee Date Hours Rate Current Amount CAD Gardner, Brenda Lee 03/14/14 1.00 91.46 91.46 Gardner, Brenda Lee 03/17/14 2.25 91.46 205.79 Gardner, Brenda Lee 03/18/14 1.00 91.46 91.46 4.25 388.71 Project Manager Waligorski, Erik J 03/12/14 0.50 203.11 101.56 Waligorski, Erik J 03/17/14 1.00 203.11 203.11 1.50 304.67 Project Surveyor Lemasa, Michael J (Mike) 02/26/14 0.50 152.36 76.18 Lemasa, Michael J (Mike) 02/28/14 4.00 152.36 609.44 Lemasa, Michael J (Mike) 03/03/14 1.00 152.36 152.36 Lemasa, Michael J (Mike) 03/07/14 4.00 152.36 609,44 Lemasa, Michael J (Mike) 03/12/14 1.00 152.36 152.36 Lemasa, Michael J (Mike) 03/14/14 3.50 152.36 533.26 Lemasa, Michael J (Mike) 03/17/14 1.00 152.36 152.36 15.00 2,285.40 Surveyor II Brave, DuWayne L 03/04/14 4.50 108.67 489.02 Brave, DuWayne L 03/05/14 3.75 108.67 407.51 Brave, DuWayne L (or) 03/05/14 2.75 108.67 298.84 Brave, DuWayne L 03/06/14 6.50 108.67 706.36 17.50 1,901.73 Professional Services Subtotal 38.25 4,880.51 Usages Usage - Computer 03/14/14 03/17/14 03/18/14 Usage - Equipment Charges 03/06/14 Total Station (Robotic w/data collector) Usage - Vehicle Field Vehicle - Mileage 03/06/14 100.20 © $.56 per Mile Usages Subtotal Current Amount 10.00 22.50 10.00 120.00 56.11 218.61 INVOICE Page 4 of 4 Invoice Number 780854 Project Number 2D02003606 Top Task 201 Total 5,099.12 Top Task 203 Geotechnical Desk Study Professional Services Category/Employee Date Hours Rate Current Amount Geotechnical Engineer Gopalasingam, Arumugam (Gopol) 03/17/14 1.00 221.10 221.10 Gopalasingam, Arumugam (Gopal) 03/19/14 0.50 221.10 110.55 1.50 331.65 Professional Services Subtotal 1.50 331.65 Top Task 203 Total 331.65 Total Fees & Disbursements $8,119.07 INVOICE TOTAL (USD) $8,119.07 )ject #: 202003606 Name: Talnot Hill Sewer proval: Task #: 201. topo Field Staff: DLB PM Name: Start Date: 3/4/2014 End Date: 3/6/2014 Equip Billable: Y/N Y FINANCE USE RcV'd Date:'' Input By: ; v In.put Date - No. I Unit Description I Quantity I Cost I UOM I Billable I txpenairure n purvey;tqutpmenr truzuuz) ".. �� . Vie'_'1 Mifea;�e ; {prevarn !Rs rafe 100.2 $__.- 0�560 1 56.11 aUsageVehlde __.._..�_ IDlgital Level Total Station w/ data collector) _ T_ _Mile $ 5 00 1 Hour $ $ 10 00 Hour IUse a Equlpm h, ?Usage Equipment Cha (Conventional _$ €�ota� StatJon (Robofic w/data oollector� IRTK/GPS , 8_15.00 , Nour-' $ _ 120.00 ;Usage: Equipment Cha Equipment Cha _. _.. Rover - - ._.. _.. _ _.. .. ...... _...$...._.. 2000 Hour._, $ Usage_ _..._ } , k '- '° M. Lemasa for E. Waligorski 1 ............ i _.. _... _......... ..... .. —._. _........... _. _ t_ ........................ _.._. _ .. ...... ..... ... _ ... t , _ _._..........:. ... ..... , i s ' .... .... .i.. ._.-.-..-...... .. .... _. _................ _.. .. .. .. _.. ..... -.... .... F _....._....... _.. ..._. .... .... ... _ .......... .. ...... �`.. ..........._r_... t ....... ... ... .. .. .. h.. t ; i . t _... ...__ ._ ...._.. _...... _ ._.. ..s 3. _ i.... ._....... . I I ............... _.. .... _...._........ _.__.. _.. - ._.....__.._...__...... _ t _ .. _ -L . —.. r __. . 5 • i......... _ ......... } .... i t .�. 3 i ............... ; .... _ = i J ! ` .. ..._.. ... .. .... ...... ... ...... f i ............ ....... _... _...... .. .. .._ .. _ ........ _. _. .. _... , i ! • J t }f US Army Corps WASHINGTON STATE 8otc ElnL D%1-re Joint Aquatic Resources Permit Application (DARPA) Form' 2 USE BLACK OR BLUE INK TO ENTER ANSWERS IN THE WHITE SPACES BELOW. Part 1—Project Identification --------------------------------------- AGENCY USE ONLY i 1 Date received: I 1 � I � 1 I I Agency reference #: I I Tax Parcel #(s): I I 1 I 1 I 1 I 1 I 1 I 1 L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I 1. Project Name (A name for your project that you create. Examples: Smith's Dock or Seabrook Lane Development) [help] 1-405/SR 167 Interchange - Direct Connector Project Part 2—Applicant The person and/or organization responsible for the project. hel 2a. Name (Last.. First. Middle) Angela Angrove Environmental Program Manager 2b. Organization (If applicable) Washington State Department of Transportation 2C. Mailing Address (Street or PO Box) 600 108th Ave NE, Suite 405 NB 82-250 2d. City, State, Zip Bellevue, WA 98004 2e. Phone (1) 2f. Phone (2) 2g. Fax 2h. E-mail (425) 456-8589 ANGOVEA@wsdot.wa.;? v Additional forms may be required for the following permits: • If your project may qualify for Department of the Army authorization through a Regional General Permit (RGP), contact the U.S. Army Corps of Engineers for application information (206) 764-3495. • If your project might affect species listed under the Endangered Species Act, you will need to fill out a Specific Project Information Form (SPIF) or prepare a Biological Evaluation. Forms can be found at http: www.nws.usace.army.mi1,Missions/CiviiWorksiRegu1atory/PermitGuidebook/EndanQeredSpecies.asipx. • Not all cities and counties accept the JARPA for their local Shoreline permits. If you need a Shoreline permit. contact the appropriate city or county government to make sure they accept the JARPA. 2To access an online JARPA form with [help] screens, go to httr):,'/www.eoermitting.wa.gov/siteialias resourcecenter/iarpa iarpa form/9984/iaroa form.asox. For other help, contact the Governor's Office for Regulatory Innovation and Assistance at (800) 917-0043 or helo(a)ora.wa.gov. JARPA Revision 2012.2 Page 1 of 24 Part 3—Authorized Agent or Contact Person authorized to represent the applicant about the project. (Note: Authorized agent(s) must sign 11 b of this application.) hel l 3a. Name (Last, First, Middle) Cooley, Linda 3b. Organization (If applicable) Washington State Department of Transportation 3c. Mailing Address (street or Po Box) 600 108th Ave NE, Suite 405 NB 82-250 3d. City, State, Zip Bellevue, WA 98004 3e. Phone (1) 3f. Phone (2) 3g. Fax 3h. E-mail (425) 456-8586 cooleyl@wsdot.wa.gov Part 4—Property Owner(s) Contact information for people or organizations owning the property(ies) where the project will occur. Consider both upland and aquatic ownership because the upland owners may not own the adjacent aquatic land.[help] ® Same as applicant. (Skip to Part 5.) ❑ Repair or maintenance activities on existing rights -of -way or easements. (Skip to Part 5.) ❑ There are multiple upland property owners. Complete the section below and fill out JARPA Attachment A for each additional property owner. ❑ Your project is on Department of Natural Resources (DNR)-managed aquatic lands. If you don't know, contact the DNR at (360) 902-1100 to determine aquatic land ownership. If yes, complete JARPA Attachment E to apply for the Aquatic Use Authorization. 4a. Name (Last, First, Middle) 4b. Organization (If applicable) 4c. Mailing Address (street or Po Box) 4d. City, State, Zip 4e. Phone (1) 4f. Phone (2) 4g. Fax 4h. E-mail JARPA Revision 2012.2 Page 2 of 24 Part 5—Project Location(s) Identifying information about the property or properties where the project will occur. [Lei ] ❑ There are multiple project locations (e.g. linear projects). Complete the section below and use JARPA Attachment B for each additional project location. 5a. Indicate the type of ownership of the property. (Check all that apply.) [help) ❑ Private ❑ Federal ® Publicly owned state county, city special districts like schools, ports, etc.) ❑ Tribal ❑ Department of Natural Resources (DNR) — managed aquatic lands (Complete JARPA Attachment E) 5b. Street Address (Cannot be a PO Box. If there is no address, provide other location information in 5p.) [help.] SR 167 milepost 24.80 to SR 167 milepost 26.26 and 1-405 milepost 2.32 to 1-405 milepost 3.96 5C. City, State, Zip (If the project is not in a city or town, provide the name of the nearest city or town.) [help] Renton, WA 98055 and 98057 5d. County [help] King 5e. Provide the section, township, and range for the project location. [help] 1A Section Section Township Range NW 17 17 23N 23N 5E SW 5E NW 20 23N 5E NE 19 23N 5E NW 19 23N 5E SE 19 23N 5E SW 19 23N 5E NE 30 23N 5E SE 30 23N 5E 5f. Provide the latitude and longitude of the project location. hel ] • Example: 47.03922 N lat. /-122,89142 W long. (Use decimal degrees - NAD 83) At SR 167 MP 24.80: 47.44623 N lat. and-122.21627 W long. At 1-405 MP 3.96: 47.48344 N lat. and-122.19709 W long. 5g. List the tax parcel number(s) for the project location. help] • The local county assessor's office can provide this information. The project is located primarily in Washington State-owned right-of-way. The following tax parcels have full [F] or partial [P] acquisition, temporary construction easement [TCE], parking easement [PE], and/or access easement [E]. This list is current through March 5, 2015. JARPA Revision 2012.2 Page 3 of 24 1923059001 [PE] 1923059016 [TCE] 3340400425 [P] 3340400585 [P] 3340400995 [P] 3340401010 [P] 3340401020 [P] 3340401065 [P] 3340401075 [P] 3340401076 [P] 3340401185 [P] 3340401500 [F] 3340401515 [F] 3340401520 [P] 3340401522 [P] 3340401530 [P] 3340401535 [P] 3340401545 [P] 3340401573 [TCE] 3340401574 [F] 3340401577 [F] 3340401578 [TCE] 3340401606 [P] 3340401607 [P] 3340401620 [F] 3340403330 [P] 3340403332 [P] 3340403340 [P] 3340403341 [P] 7231600020 [F] 7231600030 [F] 7231600035 [P] 7231600040 [P] 7231600045 [P] 7231600125 [TCE] 7231600128 [P] 7231600130 [F] 7231600135 [F] 7231600140 [F] 7231600170 [F] 7231600195 [P] 7231600200 [TCE] 7231600295 [P] 7231600315 [F] 7231600470[P] 7231600595[P] 5h. Contact information for all adjoining property owners. (If you need more space, use JARPA Attachment Q.) h[ elp] Name Mailing Address Tax Parcel # (if known) See JARPA Attachment C. 5i. List all wetlands on or adjacent to the project location. [hel] Wetlands are named by state highway milepost and location to the left (L), in the median (M), or right (R) of the roadways. The wetlands with numbers 2.82 or less are along 1-405. The others are along SR 167. Wetland Attachment 1 JARPA sheets 2.2R-A 12 (no impacts) 2.2R-B 12,13 2.31 R 14, 15, 17 2.6R 16,17 2.7R 16 (no impacts) 2.82R (no impacts) 24.713-A 2, 3, 4, 5, 6, 7 24.7R-B 6, 7, 8, 9 24.7R-C 8, 10, 11, 13, 14, 15 25.01- 2, 3, 5, 7 25.71- 6,7 25.81- 6, 8, 9 25.91- 8,9 5j. List all waterbodies (other than wetlands) on or adjacent to the project location. [help] There are two streams in the project area: Rolling Hills Creek (09.SC-2.8); and East Fork of Panther Creek (09.SC-25.7). Both are tributary to Springbrook Creek. See Attachment 1 JARPA drawings sheet 5 for the East Fork of Panther Creek, and sheets 8, 10, 14 and 15 for Rolling Hills Creek. There are four jurisdictional ditches in the project area. Two of these, D2.21 R and D2.22R, are in the southwest quadrant of the 1-405/SR 167 interchange and two, D2.61- and D2.61 L, are northwest of the SR 515 (Talbot Road) crossing of 1-405. See Attachment 1 JARPA drawings sheets 12 and 16. 5k. Is any part of the project area within a 100-year floodplain? hel ] JARPA Revision 2012.2 Page 4 of 24 ® Yes ❑ No ❑ Don't know 51. Briefly describe the vegetation and habitat conditions on the property. hei The Project lies within the western hemlock (Tsuga heterophylla) vegetation zone of western Washington (Franklin and Dyrness 1988). Vegetation is dominated by needle -leaved, evergreen tree species such as Douglas fir (Pseudotsuga menziesii), western hemlock, and western red cedar (Thuja plicata). Other dominant tree species include red alder and big -leaf maple (Acer macrophyllum), which occur in scattered patches of deciduous forest habitats in the vicinity of the Project. Uplands in the Project vicinity consist of areas adjacent to the existing roadway, residential properties, and disturbed areas. Vegetation in the right-of-way upland areas includes species typically associated with human disturbance and past land -clearing activities. These areas have been colonized by Himalayan blackberry, quackgrass (Agropyron repens), bentgrass, fescue (Festuca sp.), and a variety of other native and nonnative grass and herbaceous species common in western Washington. Additional upland vegetation communities include landscaped residential areas or mixed deciduous forest dominated by big -leaf maple, black cottonwood, Douglas fir, and red alder. Dominant native understory shrubs include snowberry (Symphoricarpos a/bus), Indian -plum (Oemleria cerasiformis), and beaked hazelnut (Corylus cornuta). Upland soils in the Project area have been extensively disturbed by roadway construction, maintenance, and installation of drainage ditches. Wetlands in the project vicinity are primarily palustrine scrub -shrub (PSS) and palustrine emergent (PEM), and to a lesser extent, palustrine forested (PFO). The dominant species range from cattails and reed canarygrass, to Sitka willow in the PSS wetlands, and pacific willow and Oregon ash in the PFO wetland areas. Much of the habitat adjacent to SR 167 and 1-405 is degraded and dominated by invasive plants, but there are large tracts of less disturbed, high quality habitats on both sides of SR 167 south of 1-405. 5m. Describe how the property is currently used. [help] Most of the property is used as highway (1-405 and SR 167) and street (E Valley Road and S 14th Street) rights - of -way. Other uses include an open space area in a portion of the Panther Creek wetland southeast of the 1-405/SR 167 interchange, single family residential use on Talbot Hill between S 14th Street and S 15th Street, commercial parking northwest of the 1-405/SR 515 interchange, commercial property landscaping along the west side of E Valley Road north of S 19th Street, and open space along the west side of E Valley Road south of S 19th Street. 5n. Describe how the adjacent properties are currently used. Lei Areas southwest, northwest and northeast of the 1-405/SR 167 interchange are primarily in commercial use with a mix of office buildings, and retail, hotel, entertainment, and restaurant businesses. There is medium manufacturing (IM zoning) property between 1-405 and S 16th Street west of SR 167. Renton's Talbot Hill single-family residential neighborhood is located southeast of the 1-405/SR 167 interchange. Multi -family housing is located east of Benson Road and south of 1-405. 50. Describe the structures (above and below ground) on the property, including their purpose(s) and current condition. hei 1 Structures are roadway bridges and retaining walls and a noise barrier along S 14th Street. Single-family residential structures and accessory structures such as sheds are located south of S 14th Street, east of SR 167, and west of Talbot Road S. Underground utilities include: • 20-inch diameter petroleum products pipeline on the east side of SR 167 and in the Lake Avenue S and S 14th Street right-of-way • City of Renton water lines and sanitary sewers in Talbot Hill street rights -of -way and sanitary sewer crossing 1-405 on the Shattuck Avenue S alignment • City of Renton water lines and storm drains in the East Valley Road right-of-way and sanitary sewer crossing SR 167 • Private communications — Century Link in Talbot Hill street rights -of -way and crossing SR 167 JARPA Revision 2012.2 Page 5 of 24 • WSDOT culverts carrying Rolling Hills Creek and stormwater flows • PSE gas crossing of SR 167 and in Talbot Hill street rights -of -way. Overhead utilities include: • PSE power crossing 1-405 at Shattuck Avenue S. The overhead power poles south of 1-405 are on the east side of Shattuck Avenue S right of way. The poles north of 1-405 are in Renton Village Shopping Center property. • PSE power crossing 1-405 at Talbot Road (SR 515) • PSE power on private property along the north side of 1-405 right of way between the SR 167 interchange and Talbot Road (SR 515). • Seattle City Light and Bonneville Power Administration 230 kilovolt power lines crossing 1-405 between the SR 167 and SR 515 interchanges. Three transmission line towers are located south of 1-405 between Smithers Avenue S and Talbot Road S (SR 515), and one tower is located south of 1-405 between Morris Avenue S and Smithers Avenue S. North of 1-405, the line cross Renton Village Shopping Center and the power line poles are on shopping center property. 5p. Provide driving directions from the closest highway to the project location, and attach a map. [heir)] From 1-5 in Tukwila, drive 1-405 northbound approximately 2.3 miles to the 1-405/SR 167 interchange. From 1-90, drive 1-405 southbound approximately 7.1 miles to the SR 169 interchange. On SR 167, the project begins 10.6 miles north from SR 18 and 1.0 mile south of 1-405. See JARPA Attachment 1 sheet 1 for the project vicinity map Part 6—Project Description 6a. Briefly summarize the overall project. You can provide more detail in 6b. Eteipl The 1-405/SR 167 Interchange Direct Connector project will construct a portion of the project elements evaluated in the 1-405, Tukwila to Renton (1-5 to SR 169 — Phase 2) Environmental Assessment (March 2008) and Finding of No Significant Impact and Final Section 4(f) Evaluation (July 2008). This project will construct a new direct connector ramp for a high occupancy vehicle (HOV)/express toll lane (ETL) operation in each direction between SR 167 south leg high occupancy toll (HOT) lanes and 1-405 north leg HOV lanes. The project will reconstruct sections of northbound 1-405 and northbound and southbound SR 167 to open up the medians to make room for the new direct connector ramps, construct a new HOV/ETL structure between SR 167 and 1-405, widen/replace the 1-405 bridge over SR 515 (Bridge Number 405/016), construct new retaining walls, and relocate a noise barrier. The project will modify local roadways, including East Valley Road and S 14th Street, related to the interchange improvements and 1-405/SR167 widening. Other elements include: sign bridges; ITS and tolling equipment; storm water management facilities; Rolling Hills Creek channel realignment along the east side of SR 167 (MP 25.93 to 1-405); and installation of a fish passable water crossing structure for Rolling Hills Creek under SR 167 at the S 19th Street alignment (SR 167 MP 25.93). 61b. Describe the purpose of the project and why you want or need to perform it. fheipl The Washington State Department of Transportation (WSDOT) is proposing to construct the Direct Connector elements of the Tukwila to Renton Improvement Project (TRIP). The need for TRIP is to relieve congestion that results in 1-405 northbound morning peak speeds averaging 25 to 30 miles per hour. The direct connector ramp will extend the existing SR 167 HOV/ETL lanes through the 1-405 interchange to the north leg of 1-405. This will eliminate weaves of HOV traffic on the south SR 167 leg and the north 1-405 leg of the interchange, and will also improve operation of the general purpose lanes. 6C. Indicate the project category. (Check all that apply) hel ❑ Commercial ❑ Residential ❑ Institutional ® Transportation ❑ Recreational ❑ Maintenance ❑ Environmental Enhancement 6d. Indicate the major elements of your project. (Check all that apply) [help] JARPA Revision 2012.2 Page 6 of 24 ❑ Aquaculture ® Culvert ❑ Float ® Retaining Wall ❑ Bank Stabilization ❑ Dam / Weir ❑ Floating Home (upland) ❑ Boat House ❑ Dike / Levee / Jetty ® Geotechnical Survey ® Road ❑ Boat Launch ® Ditch ® Land Clearing ❑ Scientific Measurement Device ❑ Boat Lift ❑ Dock / Pier ❑ Marina / Moorage ❑ Stairs ❑ Bridge ❑ Dredging ❑ Mining ®Stormwater facility ❑ Bulkhead ® Fence ❑ Outfall Structure ❑ Swimming Pool ❑ Buoy ❑ Ferry Terminal ❑ Piling/Dolphin ® Utility Line ® Channel Modification ❑ Fishway ❑ Raft ® Other: relocated noise barrier, earth embankment 6e. Describe how you plan to construct each project element checked in 6d. Include specific construction methods and equipment to be used.[Leipl • Identify where each element will occur in relation to the nearest waterbody. • Indicate which activities are within the 100-year floodplain. Bridge Construct HOV direct -connector ramps from southbound 1-405 to southbound SR 167 and from northbound SR 167 to northbound 1-405 (Attachment 1 JARPA sheets 8, 10, 14, 15 and 16). Bridge construction will generally occur in multiple stages to minimize traffic delays and detours. The following describes a typical staging approach for bridge construction on 1-405 that will be used where practicable. As the first step, traffic is shifted toward the 1-405 median, and the existing lanes and shoulders are narrowed slightly. This approach allows widening of existing structures or construction of the new bridge, depending on the design, to occur on the outside of the roadway. Next, traffic is shifted onto the new bridge area. If the bridge is being replaced rather than simply widened, the old structure is demolished after traffic is shifted to the new bridge. The construction staging for the flyover ramp between SR 167 and 1-405 will shift traffic to median, widen to outside, shift traffic to outside creating space in median, and construct the flyover in the widened median. Bridge construction will require cast -in -place concrete for drilled shaft foundations, columns, decks, abutments, wing walls, and other elements. Channel Modification Construct a new Rolling Hills Creek channel between a fish passable structure replacement for culvert C76 at SR 167 MP 25.93 and the existing C42/C44 culverts (Attachment 1 JARPA sheets8, 9, 10, 11, 13, 14 and 15). The Construction disturbances will be limited to the minimum area needed, the shortest duration, and an appropriate distance away from water bodies as practical. Seasonal work windows will be identified and implemented. Flows upstream and downstream of the project have been modeled with the U.S. Army Corps of Engineers HEC-RAS computer program (see Attachment 6). The Design -Builder will provide final hydraulic design including assessment of downstream flows in the City storm sewer system, flood storage, sizing of stream bed gravel, and assessment of flow velocities and scour at the new fish passable structure crossing of SR 167. For the most part, the new channel will be constructed off-line of the existing stream and the existing stream channel and culvert C76 crossing will be maintained during construction. Stream diversion probably won't be required if the transition from the old channel to the new channel takes place over a short period. The downstream end of the fish passable structure will be connected by a 5-foot diameter pipe to an existing City of Renton 5-foot diameter culvert in East Valley Road at SW 19th Street. At the upstream end of the new channel, JARPA Revision 2012.2 Page 7 of 24 flows will be dammed while the existing bank near the existing culverts C42 and C44 outlets is cut through to the new channel. With flow diverted to the new channel the existing channel will be filled. If the transition takes a longer time, a piped bypass would be installed at the dam to take stream flows to pass through between 1-405 and SW 19th Street. The Design -Builder will prepare plans, which may include stream diversion, to isolate the stream restoration work from stream flows. Culverts C42 and C44 will not be modified by the project. Construction below the 19.58 foot elevation (NAVD 88) will be in the 100-year floodplain. Existing culvert C76 will be retained to carry roadway runoff from a direct connection to the drainage system. It will not carry Rolling Hills Creek flow. During final design, the Design -Builder will prepare a geotechnical report or technical memorandum for the channel construction. See Attachment 10 for geotechnical information and recommendations for the channel conceptual design. These recommendations include maximum channel side slopes in the peat and organic soles, and erosion control measures such as anchored geotextile lining and turf reinforcement mats (TRMs) combined with vegetation. Conceptual planting plans are included in Attachment 4. To complete the channel, a temporary access road may need to be designed and constructed adjacent to the proposed channel footprint for the access of construction equipment. Typical equipment would include tracked excavators and dump trucks. Over -excavation and backfill for replacement of soft peat and organic soils or loose soils in the subgrade may be necessary to provide adequate bearing conditions for the temporary access road and to reduce the amount of total and differential settlement to an acceptable level for the access road. Over - excavation and replacement will likely require the use of non -woven geotextile for soil stabilization between the native soils and the replacement section. Due to the assumed presence of compressive soils beneath the temporary access road, irregular settlement may require maintenance such as regrading to maintain the serviceability of the access road for the duration of construction. The Design -Builder will coordinate the design and construction of this stream channel considering fish windows, temporary erosion control, and plant establishment to minimize potential impacts to Rolling Hills Creek and flood risk in adjacent commercial properties. Anchors for buoyant stream restoration features such as large woody debris (LWD) and large plantings shall be designed to resist buoyancy and hydraulic forces that occur during the 100-year recurrent storm event and shall consider potential scour depths in the vicinity of the anchor. The Design -Builder will install habitat features consisting of: raptor perch; rootwad; log bole; and floodplain log jam. Minimum quantities will be determined in final design. For each 100 linear feet of channel, the design will meet or exceed 10 pieces of large wood (LW), including 2 key pieces, and a volume of 600 cubic feet. LW is defined as pieces exceeding 4 inches in diameter and 6.5 feet in length. Key pieces exceedl8 inches in diameter and 20 feet in length. Likely equipment for habitat feature placement will include mobile cranes and hand tools. The Design -Builder -prepared Temporary Erosion and Sediment Control (TESC) and SPCC Plans and narratives will include the collection, treatment and discharge of channel constriction area runoff consistent with the Highway Runoff Manual (HRM) and Project permits. See Attachment 4 Wetland Mitigation Bank Use Memorandum and Attachment 6 1-405/SR 167 Interchange Direct Connector Project Preliminary Basis of Fish Barrier Mitigation Design for preliminary design and plans of the stream restoration. Culvert and Fish Passable Structure A fish passable structure replacement for culvert C76 will be constructed at SR 167 MP 25.93 in the vicinity of SW 19th Street (Attachment 1 JARPA sheet 8 and sheets 9 Section F-F and 11 Section G-G). The structure will have a minimum opening width of 14.7 feet and a minimum vertical internal clearance of 5.5 feet after streambed material is in place. The structure will have an interim 60-inch diameter pipe or equivalent connection to the City of Renton 60-inch diameter storm sewer at SW 19th Street and East Valley Road, and will have elevations coordinated to a future open channel connection to Springbrook Creek (future channel under City of Renton jurisdiction). Design options were investigated to keep the crossing at the existing culvert C76 location, or to relocate the crossing to the SW 19th Street alignment. The SW 19th Street alignment was selected as offering a better connection to a future fish passable crossing of E Valley Road by the City of Renton and a fish passable connection to Springbrook Creek. The corridor west of SR 167 between the existing C76 crossing and the SW JARPA Revision 2012.2 Page 8 of 24 19th Street system is constrained by E Valley Road and commercial development, and is not likely to pass fish. Rolling Hills Creek flow will be maintained in the existing channel and in culvert C76 until the new channel and fish passable structure are completed. The Design -Builder will prepare plans to isolate the work area from stream flows when the cutover to the new channel is made. See Attachment 1 JARPA sheets 14 and 15. Existing culvert C76 will be retained for roadway runoff and will not carry stream flow. Vegetation will be temporarily cleared to allow for adequate construction operations and access. An open cut trench would involve removal of pavement and traffic barrier, and a weekend closure of SR 167. The fish passable structure would be constructed on site and installed. SR 167 will be restored in new widened configuration and disturbed wetlands will be re -vegetated with native woody vegetation. The fish passable structure design will comply with the "Stream Simulation Design Option" as described in the Washington Department of Fish and Wildlife Water Crossing Design Guidelines. Construction of the fish passable structure will be included in the Environmental Compliance Plan prepared by the Design -Builder. Likely construction methods include open cut as necessary to achieve the appropriate grade, or placement at grade with fill placed on top. The Design -Builder will prepare a Temporary Erosion and Sediment Control (TESC) Plan that describes erosion control measures that will be implemented prior to the start of work, and will be modified as field conditions change. Minor grading or excavation may be needed prior to placing the new culvert. Equipment to be used includes, but is not limited to, back hoes, excavators, vactors, mobile cranes, and hand tools. Construction below the 19.58 foot elevation (NAVD 88) will be in the 100-year floodplain. Floodplain storage evaluation will be incorporated in the Hydraulic Report to be prepared by the Design Builder. The fish passable structure and connection to the existing downstream City of Renton storm sewer will be designed to ensure the existing 100-year recurrent design storm floodplain elevation and wetland ponding conditions for the range from the 2-year to the 50-year recurrent design storm events are maintained in the final Project condition. The design will be verified to not increase 100-year backwater conditions in the Rolling Hills Creek on the upstream side of 1-405 as required to for the zero rise floodplain assessment. See Attachment 6 1-405/SR 167 Interchange Direct Connector Project Preliminary Basis of Fish Barrier Mitigation Design for preliminary design and plans of the fish passable structure. Ditch Excavate for ditch carrying detention pond outfall to existing storm drain near Wetland 2.31 R (see Attachment 1 JARPA sheet 14). Fence Wire fence will be installed along the east side of SR 167 for control of limited access, with a break at stream crossing. High -visibility fence will be installed to demarcate sensitive areas, including wetlands and streams and their buffers, within the project limits. Geotechnical Survey The anticipated construction conditions along the alignment are not unusual for the Puget Sound area. These types of conditions are routinely encountered by WSDOT and are resolved with implementation of standard BMPs. Relevant construction conditions along the study area include: • Disturbance of moisture sensitive soils • Temporary cuts through landslide -prone areas • Increased erosion potential • Vibration effects of construction equipment These effects will be avoided or minimized by using proper design and construction techniques. Unavoidable effects to local soils and geology resulting from project construction will be mitigated by following standard WSDOT construction practices and the 1-405 Programmatic Commitments. Based on WSDOT's commitment in following these compliance measures, effects from soils and geology will be few, if any. No substantial adverse effects to soils and geology are anticipated from the project. JARPA Revision 2012.2 Page 9 of 24 Land Clearing The Design -Builder will be required to limit clearing to only areas of active construction. Phasing will be required to ensure that vegetated cover will be preserved as long as possible in areas that will need to be cleared. Erosion control best management practices (BMPs) will be implemented to minimize erosion potential, consistent with National Pollutant Discharge Elimination System (NPDES) requirements, and will be modified as field conditions change. Equipment to be used includes, but is not limited to, back hoes, excavators, graders, rollers, dump trucks, and hand tools. Retaining Wall (upland) Install a retaining wall near wetlands 25.OL 25.81- and 25.9L, and East Fork Panther Creek (stream 09.SC-25.7). See Attachment 1 JARPA sheets 2, 3 and 5 for impacts to wetland 25.01L and stream 09.SC-25.7, and sheets 6 and 7 for impacts to wetland 25.7. The entire wetland 25.9L (Attachment 1 JARPA sheets 8 and 9) will be permanently impacted by relocating southbound SR 167 to the west to create space for the direct connector ramps. Install a retaining wall near the existing culverts C42/C44 outlets to the existing stream 09.SC-2.8 and the new Rolling Hills Creek channel (see Attachment 1 JARPA sheets 14 and 15). The Design -Builder will prepare geotechnical design memoranda to support retaining wall final design and ground improvement requirements. Ground improvement may include pile driving in upland areas. Pile installation methods include, but are not limited to, impact driving, vibration, and oscillation. Drilled shafts may also be used. Piles may be steel, concrete, or untreated wood. Plastic or treated wood pilings will not be allowed. Erosion control BMPs will be implemented to minimize erosion potential, consistent with NPDES requirements, and will be modified as field conditions change. Equipment used on site may include, but is not limited to back hoes, excavators, loaders, graders, rollers, dump trucks, concrete trucks, vactors, mobile and stationary cranes, drilling machines, pile drivers, and hand tools. Road Areas will be cleared and graded for the construction of the new SR 167 widening, the 1-405 realignment and widening, and ramps connecting SR 167 and 1-405. Roadway construction will involve excavation and placing subgrade material to form a stable road bed. New road surfaces will be primarily asphalt and concrete. Construction equipment will include, but is not limited to excavators, loaders, graders, rollers, dump trucks, concrete trucks, mobile and stationary cranes, drilling machines, and hand tools. Construction below the 19.58 foot elevation (NAVD 88) will be in the 100-year floodplain. This includes SR 167 widening to the east in the Panther Creek Wetland (24.7R-A, 24.7R-B, and 24.7R-C), and SR 167 widening and East Valley Road relocation to the west in or near wetlands 25.OL, 25.7L, and 25.8L. The entire Wetland 25.9L will be permanently impacted (Attachment 1 JARPA sheets 8 and 9). Stormwater Facility Three stormwater detention facilities are proposed (see Attachment 13, Stormwater Management Concept for 1-405/SR 167 Interchange Direct Connector and Express Toll Lane Project): • 1-405/SR 167 interchange SE Quadrant Pond. The nearest waterbody is Rolling Hills Creek (09.SC-2.8) about 200 feet south of the pond site. See Attachment 1 JARPA sheet 9. • Renton Village Pond. The nearest waterbody is the open channel of the Unnamed Tributary to Rolling Hills Creek about 400 feet west of the pond site. The Unnamed Tributary to Rolling Hills Creek flows west from the outlet of culvert C48 on the north side of 1-405. See Attachment 1 JARPA sheets 10 and 17 for the C48 in the vicinity of impacted wetland 2.6R. The Unnamed Tributary to Rolling Hills Creek and culvert C48 will not be modified by the project. • SW 23rd Street Vicinity Detention Open Vault. The nearest waterbody is the East Fork Panther Creek channel (09.SC-25.7) about 100 feet south of the detention vault site. The vault will impact wetland 25.7L (see Attachment 1 JARPA sheets 6 and 7). Stormwater treatment facilities are proposed as media filter drain (MFD) strips, and compost -amended biofiltration swalestCABS) See Table 6 of Attachment 13 for runoff treatment roposed in the prelimina JARPA Revision 2012.2 Page 10 of 24 design. Stormwater facilities for this project will maintain the peak flow rate of stormwater runoff at baseline present day conditions or better as mandated by the HRM for a range of storms from 50 percent of the 2-year up through the 50-year recurrent storm event. WSDOT will provide routine maintenance for these facilities. Construction equipment will include, but is not limited to excavators, loaders, graders, rollers, dump trucks, mobile and stationary cranes, drilling machines, and hand tools. Utility Line Options for potential utility conflicts include protect in place, modify design to avoid impact, or relocate during construction. The existing Olympic petroleum products pipeline along the east side of SR 167 will be deactivated, purged, and filled with slurry. The relocated pipeline will be in City of Renton property adjacent to the SR 167 right-of-way. The portion of Olympic pipeline on Talbot Hill in existing street rights -of -way will be removed where the slope will be excavated near or below the existing pipeline. In this location, the relocated pipeline will be in City of Renton street right of way adjacent to 1-405 right of way. Equipment used for pipeline removal and installation may include, but is not limited to, cranes, back hoes, excavators, vactors, dump trucks, and hand tools. Other: relocated noise barrier The existing noise barrier along the north side of S 14th Street will be relocated to the north side of the relocated S 14th Street. The east end of the noise barrier will be near the east side of the Morris Avenue S right-of-way, and at the west end of an earth embankment. The east end of the noise barrier will be near, but not in Wetland 2.6R or its buffer. Equipment used on site may include, but is not limited to back hoes, excavators, loaders, graders, rollers, dump trucks, concrete trucks, mobile and stationary cranes, drilling machines, pile drivers, and hand tools. Earth Embankment An earth embankment will be constructed along the south side of 1-405 between Morris Avenue South and SR 515. The west end of the embankment will permanently impact wetland 2.6R and will involve provisions for protecting the inlet to C48 crossing of 1-405 (see Attachment 1 sheets 16 and 17). Equipment used on site may include back hoes, excavators, loaders, graders, rollers, dump trucks, and hand tools. 6f. What are the anticipated start and end dates for project construction? (Month/Year) he�t • If the project will he constructed in phases or stages, use DARPA Attachment D to list the start and end dates of each phase or stage. Start date: January 2016 End date: October 2018 ❑ See JARPA Attachment D 6g. Fair market value of the project, including materials, labor, machine rentals, etc. hei $245 million construction phase (not funded as of March 2015) 6h. Will any portion of the project receive federal funding? hel l • If yes, list each agency providing funds. ❑ Yes ❑ No ® Don't know Part 7—Wetlands: Impacts and Mitigation ® Check here if there are wetlands or wetland buffers on or adjacent to the project area. (If there are none, skip to Part 8.) hey 7a. Describe how the project has been designed to avoid and minimize adverse impacts to wetlands. hei ❑ Not applicable JARPA Revision 2012.2 Page 11 of 24 Eleven of the wetlands and/or wetland buffers within the Project area will be permanently or temporarily impacted by the Project. The following attachments provide detailed information and analysis of impacts to wetlands, as well as proposed actions to avoid and minimize adverse impacts: Attachment 1 — JARPA drawings (sheets 1 through 17) Attachment 2 — 1-405, Tukwila to Renton Improvement Project Wetland Biology Report, June 2007 Attachment 3 — Wetland and Stream Assessment Report Addendum, December 2014 Attachment 4 — Wetland Mitigation Bank Use Memorandum, March 23, 2015 Attachment 5 — 1-405/SR 167 Interchange - Direct Connector Project Revision to Talent Ditch Package Report, November 12, 2014 (includes the I-405, Tukwila to Renton Improvement Project Talent Ditch Package Report, May 2007) Attachment 6 — 1-405/SR 167 Interchange Direct Connector Project Preliminary Basis of Fish Barrier Mitigation Design, March 2015 Attachment 9 — Geotechnical Information for Environmental Permit Application, Attachment 13 — Stormwater Management Concept for I-405/SR 1671nterchange - Direct Connector and Express Toll Lane Project, March 2015 To avoid and minimize potential impacts to the aquatic environment, WSDOT will use design elements, as well as BMPs and standard WSDOT procedures and specifications. Several measures were taken to minimize Project effects on the Panther Creek Wetlands (24.7R-A, 24.7R-B, and 24.7R-C) and other wetlands: • Impacts to the Panther Creek wetlands were reduced by using fill slopes and media filter drains (MFD) for water quality. The use of retaining walls and steepened slopes in this area would require additional flow control measures which would impact an additional 0.61 acre of Panther Creek wetland. • Right of way is being acquired from the commercial property to the west of East Valley Road to allow relocation of East Valley Road and the symmetrical widening of SR 167 to create space in the SR 167 median for the direct connector ramps. This avoided the additional impact on the Panther Creek wetland that would occur if all widening was to the east to avoid commercial right of way acquisition and East Valley Road relocation. • About 2,500 feet of retaining wall will be constructed along southbound SR 167. This avoids or minimizes impact to wetlands 25.OL and 25.7L, and to the East Fork of Panther Creek (Stream 09.SC-25.7). The following general avoidance and minimization measures are part of the Project: • Stormwater treatment ponds, vaults, and drains were located to minimize wetland and stream impacts and stormwater outfall pipes were placed to avoid or minimize wetland and stream impacts, to the greatest extent feasible. The stormwater detention vault adjacent to wetland 25.71L has been configured to minimize impacts to wetlands. • The Water Quality Monitoring Plan prepared by the Design -Builder and approved by the WSDOT Engineer will include all the monitoring and reporting conditions outlined in the project's Section 401 Water Quality Certification. This plan will include monitoring during in -water work. • Signage, electrical structures, and utility lines were also located to avoid impacts to wetlands and streams. Variable message and guideway sign monotube sign bridge columns and foundations, CCTV cameras, and supporting electrical equipment and conduit will be placed in the roadway prism outside of wetlands and wetland buffers. This avoids impacts to wetlands 24.7R-A and 24.7R-B along the east side of SR 167, and to wetland 25.OL and the West Fork of Panther Creek on the west side of SR 167. • WSDOT will utilize a commitment tracking system to identify all commitments made during Endangered Species Act (ESA) consultation, National and State Environmental Policy Act (NEPA/SEPA) reviews and processes, design, and permitting. All Project commitments will be clearly communicated in the Request for Proposals (RFP) to the Design -Builder, who will in turn communicate commitments to project office staff and supporting design offices. Commitments will be tracked throughout the various stages of the project delivery. • The Design -Builder will be required to prepare and implement an Environmental Compliance Plan (ECP) and assign an Environmental Compliance Manager (ECM • WSDOT and the Design -Builder will implement the Environmental Compliance Assurance Procedure for Construction Projects and Activities, which can be accessed at: JARPA Revision 2012.2 Page 12 of 24 http://www.wsdot.wa.gov/publications/manuals/fulltext/M41-01 /Chapterl .pdf#page=30. • The RFP for the proposed Project will require the Design -Builder to verify all wetland, stream, and jurisdictional ditch delineations before commencing construction. • Within the Project limits (including mitigation sites, staging areas, borrow sources, and other sites developed or used to support the construction of the Project), all environmentally sensitive areas, mitigation areas, and the buffers of environmentally sensitive and mitigation areas will be fenced with high visibility construction fence (HVF) prior to commencing construction activities, including equipment staging, materials storage, and parking of workers' vehicles. — The HVF will be applied as stated above prior to commencing construction activities for each stage of the Project. — All field staff will be trained to recognize HVF and understand its purpose. — HVF will be maintained until all work is completed for each stage of the Project. — All clearing limits, stockpile sites, staging areas, and trees to be preserved will be clearly marked prior to commencing construction activities. — All clearing limits, stockpile sites, staging areas, and tree preservation markings will be maintained until all work is completed for each stage of the Project. — No equipment will enter, operate, be stored, or be parked within any sensitive area except as specifically provided for in permits issued for the Project. — Where HVF is not appropriate (such as over water), the environmentally sensitive areas will be clearly marked by other means in order to ensure that these areas are protected. • Impacts to wetlands and water bodies will be minimized during construction through the use of temporary erosion and sediment control BMPs. The Design -Builder will be required to prepare and implement a Temporary Erosion and Sediment Control (TESC) Plan, a Spill Prevention, Control, and Countermeasures (SPCC) Plan, and a Water Quality Monitoring Plan in accordance with the WSDOT Highway Runoff Manual, environmental commitments, contract requirements, and permit requirements. • Temporarily disturbed areas will be restored and replanted with native vegetation. To the extent feasible, trees will be replanted when consistent with highway safety standards. • All wash water and concrete -laden water associated with construction will be treated to meet State of Washington surface water quality standards (Chapter 173-201 A Washington Administrative Code [WAC]) prior to discharge into surface waterbodies. Concrete -laden water may also be removed from the site. • All concrete will be poured in dry conditions, or within confined areas not connected to surface waters, and will be sufficiently cured prior to contact with surface waters. • WSDOT and the Design -Builder will provide assurance that all long-term compliance expectations are passed along to the appropriate responsible parties. • Stormwater BMPs will meet the requirements of the WSDOT HRM M 31-16.04 (April 2014); when construction begins, the Design -Builder will comply with the most recent HRM and the Washington State Department of Ecology's (Ecology's) Stormwater Management Manual. • The Design -Builder Drainage Design Lead Engineer will be required to have direct design experience and current knowledge of designing and implementing low impact development -type stormwater treatment techniques. 7b. Will the project impact wetlands? help] ® Yes ❑ No ❑ Don't know 7C. Will the project impact wetland buffers? [Lei ] ® Yes ❑ No ❑ Don't know 7d. Has a wetland delineation report been prepared? hei ] • If Yes.. submit the report, including data sheets, with the JARPA package. ® Yes ❑ No — Please see Attachment 2 1-405, Tukwila to Renton Improvement Project Wetland Biology Report and Attachment 3 Wetland and Stream Assessment Report Addendum 7e. Have the wetlands been rated using the Western Washington or Eastern Washington Wetland Rating System? h�ei ] • If Yes, submit the wetland rating forms and figures with the JARPA package. JARPA Revision 2012.2 Page 13 of 24 ® Yes ❑ No ❑ Don't know Please see Attachment 2 1-405, Tukwila to Renton Improvement Project Wetland Biology Report and Attachment 3 Wetland and Stream Assessment Report Addendum for wetland rating forms and figures. 7f. Have you prepared a mitigation plan to compensate for any adverse impacts to wetlands? [help] • If Yes. submit the plan with the JARPA package and answer 7g. • If No, or Not applicable, explain below why a mitigation plan should not be required. ® Yes ❑ No ❑ Not applicable Please see Attachment 4 1-4051SR 167 Direct Connector Project Wetland Mitigation Bank Use Memorandum, March 23, 2015. 7g. Summarize what the mitigation plan is meant to accomplish, and describe how a watershed approach was used to design the plan. hel The Attachment 4 1-4051SR 167 Direct Connector Project Wetland Mitigation Bank Use Memorandum describes avoidance and minimization measures incorporated into the Project design to allow WSDOT to conduct transportation improvements and mitigate effects to jurisdictional wetlands. All impacted wetlands are in the Springbrook Creek subbasin of the Duwamish/Green Water Resource Inventory Area (WRIA) #9. The Springbrook Creek Wetland and Habitat Mitigation Bank (Springbrook Bank) will be used for mitigation of permanent impacts (mitigation type "B" in Part 7h). Temporary impacts will be mitigated by wetland re- establishment/rehabilitation (mitigation type "R" in Part 7h). The Springbrook Bank is part of WSDOT's watershed approach to wetland mitigation. By consolidating mitigation into one large site, the created mitigation specifically contributes aquatic ecosystem functions that are lacking in the local watershed while providing safe, high -quality wildlife habitat away from the dangers of a roadside location. The Springbrook Bank is designed to function at full watershed build -out to increase its sustainability in a highly urbanized watershed. The overall ecological benefit of an urban bank exceeds the value of alternatives, which would likely involve the creation of small wetland fragments along the highway right-of-way as compensation for impacts to small Category II, III, and IV wetlands. 7h. Use the table below to list the type and rating of each wetland impacted, the extent and duration of the impact, and the type and amount of mitigation proposed. Or if you are submitting a mitigation plan with a similar table, you can state (below) where we can find this information in the plan.[heipl Activity (fill, drain, Wetland type Proposed Wetland excavate, flood, Wetland and ratin Impact area (sq. Duration of mitigation mitigation area etc. Name' category ft. or Acres impact 3 t e° (sq. ft. or acres Fill for 1-405 northbound to Type: Permanent wetland: Attachment 4, SR 167 southbound ramp 2.2R-B PSS 856 sq. ft. permanent B Table 6 embankment. Rating: IV Excavate for ditch Type' carrying detention pond . 231 R PEM Permanent wetland: permanent B Attachment 4, outfall to existing storm Rating: III 309 sq. ft. Table 6 drain Fill for SR 167 northbound to 1-405 northbound ramp embankment and long- 2.6R PSS/PEM Permanent wetland: permanent B Attachment 4, term temporary berm Rating: III 6,424 sq. ft. Table 6 (future eastbound frontage road Permanent wetland: Fill for SR 167 northbound 24.7R-A Type: PEM/PSS/PFO 3,680 sq. ft. Long-term permanent B Attachment 4, roadway embankment Rating: II temporary wetland: and temporary R Table 6 4.770 sq. ft. JARPA Revision 2012.2 Page 14 of 24 Permanent wetland: 38,840 sq. ft. Fill for SR 167 northbound Long-term roadway embankment temporary wetland: and berm Type: 14,410 sq. ft. 24.7R-B PEM/PSS/PFO Permanent buffer: permanent B Attachment 4, Excavation for Rolling Rating: II 270 sq. ft. and temporary R Table 6 Hills Creek channel Temporary buffer: modification 210 sq. ft. Permanent conversion: 4.190 sq. ft. Permanent wetland: 74.365 sq. ft. Long-term Fill for SR 167 northbound temporary wetland: roadway and SR 167 26.410 sq. ft. northbound to 1-405 Permanent buffer: northbound ramp Type: 16.480 sq. ft. permanent B Attachment 4. embankment and berm 24.7R-C PEM/PSS/PFO Temporary buffer: and temporary R Table 6 Rating: II 1.900 sq. ft. Excavation for Rolling Permanent Hills Creek channel conversion: modification 52.100 sq. ft. Indirect permanent wetland: 109.720 sq. ft. Permanent wetland: 840 sq. ft. Long-term Fill for SR 167 Type: temporary wetland: permanent B Attachment 4. southbound roadway 25.01- PFO 1,890 sq. ft. and temporary R Table 6 embankment Rating: III Permanent buffer: 1.750 sq. ft. Temporary buffer: 450 sq. ft. Permanent wetland: Fill for SR 167 1,020 sq. ft. southbound roadway Long-term embankment Type: temporary wetland: permanent B Attachment 4, 25.7E PSS 700 sq. ft. and temporary R Table 6 Excavation for open -top Rating: III Permanent buffer: stormwater vault 6,200 sq. ft. Temporary buffer: 1.120 sq. ft. Permanent wetland: 1,440 sq. ft. Long-term Fill and excavation for E Type: temporary wetland:permanent B Attachment 4. Valley Road relocation 25.8L PSS/PEM 1,000 sq. ft. and temporary R Table 6 Rating: III Permanent buffer: 11.100 sq. ft. Temporary buffer: 2,100 sq. ft. Fill for SR 167 25.9E Type: PSS/PEM Permanent wetland: permanent B Attachment 4, southbound embankment Rating: III 4,499 sq, ft. Table 6 PEM — Palustrine Emergent; PSS — Palustrine Scrub -Shrub; PFO — Palustrine Forested ' If no official name for the wetland exists, create a unique name (such as "Wetland 1 "). The name should be consistent with other project documents, such as a wetland delineation report. 2 Ecology wetland category based on current Western Washington or Eastern Washington Wetland Rating System. Provide the wetland rating forms with the JARPA package. ' Indicate the days, months or years the wetland will be measurably impacted by the activity. Enter "permanent" if applicable, JARPA Revision 2012.2 Page 15 of 24 'Creation (C), Re-establishment/Rehabilitation (R), Enhancement (E), Preservation (P), Mitigation Bank/In-lieu fee (B) Page number(s) for similar information in the mitigation plan, if available: See Attachment 4 1-405/SR 167 Direct Connector Project Wetland Mitigation Bank Use Memorandum, March 23, 2015, Table 6 on page 15 for mitigation area requirements ("Springbrook Credits Required"). The units of credits are acres. Long-term temporary impacts in the 7h table occur as a result of cutting woody vegetation which will take longer than 12 months to re-establish. Temporary impacts are 12 months or less. 7i. For all filling activities identified in 7h, describe the source and nature of the fill material, the amount in cubic yards that will be used, and how and where it will be placed into the wetland. Lklm The source of fill materials is not determined at this time but is assumed to be from a WSDOT-approved facility. Fill will be placed by equipment such as dump trucks, loaders, and graders. Fill sites along the east side of SR 167 in wetlands 24.7R-A, 24.7R-B, 24.7R-C, and 2.31 R will be access from existing roadways. Access to areas away from roadways may require tracked construction vehicles. Attachment 1 JARPA sheet plans and sections show the location and typical depths of fills. The amount of permanent and long-term temporary fill material being placed in wetlands is as follows: • Wetland 2.2R-B, approximately 200 cubic yards (CY) permanent, roadway embankment for widened SR167 and 1-405. This wetland will be filled when the northbound 1-405 to southbound SR 167 ramp is realigned to accommodate the relocation of the southbound SR 167 to the west. Unsuitable materials will be removed during site preparation prior to the placement of the ramp subgrade and pavement base material. • Wetland 2.6R, approximately 5,200 CY permanent, earthen berm, eliminates transport of excess material needed for completion of northbound 1-405 widening. See Attachment 1 JARPA sheets 16 and 17. The Design -Build contractor will determine the sequence for removal of unsuitable material and placement of fill as part of the excavation along the north slope of Talbot Hill. Typical equipment used to place the material is dump trucks and loaders. • Wetland 24.7R-A, approximately 100 CY permanent, roadway embankment for widened SR167. See Attachment 1 JARPA sheets 2, 3, 4, 5, 6 and 7. • Wetland 24.7R-B, approximately 2,500 CY permanent, roadway embankment for widened SR167 modification of channel downstream of C76 and installation of proposed fish passable structure, installation of streambed material, backfill of proposed fish passable structure. See Attachment 1 JARPA sheets 6, 7, 8 and 9. • Wetland 24.7R-C, approximately 8,800 CY permanent and approximately 300 CY long-term temporary, roadway embankment for widened SR167, and modification and extension of the Rolling Hills Creek channel. See Attachment 1 JARPA sheets 8, 10, 11, 13, 14 and 15. • Wetland 25.01L, approximately 25 CY permanent for widening of southbound SR 167 and installation of a retaining wall. See Attachment 1 JARPA sheets 5 and 7. • Wetland 25.7L, approximately 200 CY permanent for widening of southbound SR 167 and installation of a retaining wall. See Attachment 1 JARPA sheets 5, 6 and 7. • Wetland 25.8L, approximately 25 CY permanent, roadway embankment for relocated E Valley Road. See Attachment 1 JARPA sheets 8 and 9. • Wetland 25.9L, approximately 2,400 CY permanent, roadway embankment for widened SR167, installation of proposed fish passable structure, installation of streambed material, backfill of proposed fish passable structure. See Attachment 1 JARPA sheets 8 and 9. 7j. For all excavating activities identified in 7h, describe the excavation method, type and amount of material in cubic vards you will remove. and where the material will be disposed. fheIal The Design -Builder will determine the excavation method and the type of material that will be removed. Typical excavation equipment includes tracked excavators and bulldozers, tracked or wheeled backhoes and loaders, and dump trucks. Excavated material will be disposed of at a WSDOT approved facility. The amount of permanent excavation from wetlands is as follows: • Wetland 2.31 R, approximately 25 CY permanent, storm drain. JARPA Revision 2012.2 Page 16 of 24 • Wetland 24.7R-B, approximately 600 CY permanent, modification of channel -stream bed excavation/fill for new channel connection upstream of proposed replacement culvert. • Wetland 24.7R-C, approximately 2,600 CY permanent, modification of channel -stream bed excavation/fill for new channel connection upstream of proposed replacement culvert. Part 8—Waterbodies (other than wetlands): Impacts and Mitigation In Part 8, "waterbodies" refers to non -wetland waterbodies. (See Part 7 for information related to wetlands.) hey ® Check here if there are waterbodies on or adjacent to the project area. (If there are none, skip to Part 9.) 8a. Describe how the project is designed to avoid and minimize adverse impacts to the aquatic environment. hel ❑ Not applicable Two streams and three jurisdictional ditches will be permanently or temporarily affected by the Project. The following attachments provide detailed information and analysis of impacts to the aquatic environment, as well as information on the proposed actions to avoid and minimize adverse impacts: • Attachment 4 — Wetland Mitigation Bank Use Memorandum, March 23, 2015 • Attachment 5 — 1-405/SR 167 Interchange - Direct Connector Project Revision to Talent Ditch Package Report, November 12, 2014 (includes the 1-405, Tukwila to Renton Improvement Project Talent Ditch Package Report, May 2007) • Attachment 13 — Stormwater Management Concept for 1-405/SR 1671nterchange - Direct Connector and Express Toll Lane Project, March 2015 WSDOT will use design elements to avoid impacts in addition to BMPs and standard WSDOT procedures and specifications as detailed in Section 7a of this form. In addition to the avoidance and minimization measures in Section 7a, the following is also proposed as part of the Project: • A TESC Plan will be developed and implemented for all culvert work. The BMPs in the plan will be used to control sediments from all vegetation removal or ground disturbing activities. • All equipment to be used for construction activities shall be cleaned and inspected prior to arriving at the Project site to ensure no potentially hazardous materials are exposed, no leaks are present, and the equipment is functioning properly. Should a leak be detected on heavy equipment used for the Project, the equipment shall be immediately removed from the in -water work area and not used again until adequately repaired. • Limits of the allowable impact area will be delineated with orange barrier fencing prior to commencing clearing activities associated with work at streams 09.SC-25.7 and 09.SC-2.8. • Erosion control devices (e.g., silt fence) will be installed as needed to protect surface waters and other critical areas. • Erosion control blankets or an equally effective BMP will be installed on steep slopes that are susceptible to erosion and where ground -disturbing activities have occurred. This will prevent erosion and assist with establishment of native vegetation. • If the Design -Builder identifies staging and laydown areas within the right-of-way, the Design -Builder will submit a staging site request package to WSDOT for review and comment. The submittal shall include drainage analysis, TESC plans, and site prep and restoration plans. • The Design -Builder will designate at least one employee as the erosion and spill control (ESC) lead. The ESC lead will be responsible for the installation and monitoring of erosion control measures and maintaining spill containment and control equipment. The ESC lead will also be responsible for ensuring compliance with all local, state, and federal erosion and sediment control requirements. • Material that may be temporarily stored for use in Project activities shall be covered with plastic or other impervious material during rain events to prevent sediments from being washed from the storage area to surface waters. • All temporary and permanent erosion and sedimentation control measures will be inspected on a regular basis, maintained, and repaired to ensure continued performance of their intended function. JARPA Revision 2012.2 Page 17 of 24 • Silt fences will be inspected immediately after each rainfall, and at least daily during prolonged rainfall. Sediment will be removed as it collects behind the silt fences and prior to their final removal. • Temporary storage of excavated materials will not occur within the 100-year floodplain between October 1 and May 1 unless it is used within 12 hours. • Temporarily disturbed areas will be restored and replanted with native vegetation. • Exposed soils will be seeded and covered with straw mulch or an equally effective BMP after construction is complete. Any temporary construction impact areas will be revegetated with native plants following final grading activities. • All exposed soils will be stabilized during the first available period and no soils shall remain unstabilized for more than 2 days from October 1 to April 30, and for more than 7 days from May 1 to September 30. • All silt fencing and staking will be removed upon Project completion. • A concrete truck chute cleanout area or equally effective BMP shall be established to properly contain wet concrete. • A 5-year monitoring plan of revegetated stream buffers will be implemented. • The Design -Builder shall prepare a SPCC Plan prior to beginning construction. The SPCC Plan shall identify the appropriate spill containment materials, which will be available at the project site at all times. • Seasonal restrictions (i.e., work windows) will be applied to the Project to avoid or minimize potential impacts to listed species based on the Hydraulic Project Approval (HPA) issued by the Washington Department of Fish and Wildlife (WDFW) and consultation with the U.S. Fish and Wildlife Service (USFWS) and National Marine Fisheries Service (NMFS). The appropriate in -water work windows for this Project for streams 09.SC-25.7 and 09.SC-2.8 are anticipated to be from June 15 to September 30. • The Design -Builder will develop a SPCC Plan, TESC Plan, and a Hydraulic Report for the Project. Additionally, the Design -Builder will be required to keep a TESC inspection report and Site Log Book. • All in -water work will conform to the requirements of the HPA and 401 Permit issued for the Project. • All construction activities will comply with water quality standards set forth in the State of Washington surface water quality standards (WAC 173-201 A). • Clean rock placed below the OHWM shall consist of various types and sizes, depending upon application, that contain no fines, soils, or other wastes or contaminants. • Streambank shaping shall be limited to the minimum necessary. • If equipment use within the wetted perimeter of a stream is permitted, the following provisions shall apply: — Equipment shall be thoroughly cleaned of mud, petroleum products, or other deleterious material. — The unculverted portion of the streambed shall be returned to pre -project condition at Project completion, except where the lower Rolling Hills Creek channel will be reconstructed to a new location — The amount and duration of in -stream work with machinery will be limited to the minimum necessary to complete the work. • There will be no visible sheen from petroleum products in the receiving water as a result of Project activities. • WSDOT policy and construction administration practice is to have a WSDOT Environmental Compliance Assurance Inspector on site during construction. The inspector will ensure that contract and permit requirements are met. • WSDOT environmental staff will provide guidance and instructions to the Environmental Compliance Assurance Inspector to ensure the inspector is aware of permit requirements. • No excavated material will be placed in the existing stream channels, except where the existing lower Rolling Hills Creek channel will be backfilled after construction of a new channel. Excavated material will be removed to a location that will prevent its reentry into waters of the State. • When practicable, the Design -Builder shall fuel and maintain all equipment more than 200 feet from the nearest surface waterbody (fueling large cranes and drill rigs over 200 feet away may not be practical) or in currently developed areas such as parking lots or managed fields. • All debris, overburden, and other waste material from the culvert extensions will be handled, contained, and disposed of in a manner that prevents their entry into the stream. 8b. Will your project impact a waterbody or the area around a waterbody? [Lei ] ® Yes ❑ No JARPA Revision 2012.2 Page 18 of 24 8c. Have you prepared a mitigation plan to compensate for the project's adverse impacts to non -wetland waterbodies? [help] • If Yes, submit the plan with the JARPA package and answer 8d. • If No, or Not applicable, explain below why a mitigation plan should not be required. ® Yes ❑ No ❑ Not applicable Please see Attachment 4 1-405/SR 167 Direct Connector Project Wetland Mitigation Bank Use Memorandum, March 23, 2015. 8d. Summarize what the mitigation plan is meant to accomplish. Describe how a watershed approach was used to design the plan. • If you already completed 7g you do not need to restate your answer here. [help] See the response to 7g. 8e. Summarize impact(s) to each waterbody in the table below. hel ] Activity (clear, Waterbody Impact Duration of Amount of material Area (sq. ft. or dredge, fill, pile name' location' impact' (cubic yards) to be linear ft.) of drive, etc.) placed in or removed waterbody from waterbody directly affected Work area for East Fork of adjacent fill for Panther In Temporary SR 167 Creek waterbody (12 months none 260 sq. ft. southbound (09.SC-25.7) or less) widening Channel relocation for northbound to cubic yards 1-405 northbound Rolling Hills In la placed p ramp Creek waterbody Permanent cubic yards 2.420 sq. ft. embankment and (09.SC-2.8) removed re channel extension to fish passable crossing structure Fill for 1-405 northbound to SR Jurisdictional In 167 southbound Ditch waterbody Permanent 572 sq. ft. ramp D2.21 R embankment. Grading for Jurisdictional In Renton Village Ditch waterbody Permanent 1,016 sq. ft. Pond detention D2.61- Grading for Jurisdictional In Renton Village Ditch waterbody Permanent 88 sq. ft. Pond detention D2.61 L If no official name for the waterbody exists, create a unique name (such as "Stream 1 ") The name should be consistent with other documents provided. 2Indicate whether the impact will occur in or adjacent to the waterbody. If adjacent, provide the distance between the impact and the waterbody and indicate whether the impact will occur within the 100-year flood plain. Indicate the days, months or years the waterbody will be measurably impacted by the work. Enter "permanent" if applicable. 8f. For all activities identified in 8e, describe the source and nature of the fill material, amount (in cubic yards) you will use, and how and where it will be placed into the waterbody. [help] The source and nature of fill materials is not determined at this time but is assumed to be from a WSDOT approved facility. The amount of permanent fill material being placed in streams below OHWM is as follows: • Rolling Hills Creek (09.SC-2.8), approximately 900 CY JARPA Revision 2012.2 Page 19 of 24 8g. For all excavating or dredging activities identified in 8e, describe the method for excavating or dredging, type and amount of material you will remove, and where the material will be disposed. hei Typical excavation equipment includes tracked excavators and bulldozers, tracked or wheeled backhoes and loaders, and dump trucks. The Design -Builder will determine the method for excavating material and the location for material disposal although excavated material will be disposed of at a WSDOT approved facility. The amount of excavation is as follows: • Rolling Hills Creek (09.SC-2.8), approximately 25 CY Part 9—Additional Information Any additional information you can provide helps the reviewer(s) understand your project. Complete as much of this section as you can. It is ok if you cannot answer a question. 9a. If you have already worked with any government agencies on this project, list them below. [help] Agency Name Contact Name Phone Most Recent Date of Contact Washington Department Larry Fisher (425) 313-5683 1 /15/2015 of Fish and Wildlife Caroline Corcoran, Wetlands Specialist (425) 649-7004 1 /15/2015 Washington Department Penny Kelly, 401/CZM of Ecology Project Manager (360) 407-7298 1 /15/2015 Bobb Nolan, Stormwater Engineer (425) 649-7197 1 /15/2015 U.S. Army Corps of Rebecca McAndrew (206) 764-6912 12/16/2013 Engineers Muckleshoot Indian Karen Walter (253) 876-3116 1/15/2015 Tribe Fisheries Division City of Renton Ron Straka, Surface (425) 430-7248 09/11 /2014 Water Utility Supervisor, 9b. Are any of the wetlands or waterbodies identified in Part 7 or Part 8 of this JARPA on the Washington Department of Ecology's 303(d) List? [heilDl • If Yes, list the parameter(s) below. • If you don't know, use Washington Department of Ecology's Water Quality Assessment tools at: http://www.ecy.wa.gov/programs/wW /303( / ❑ Yes ® No 9c. What U.S. Geological Survey Hydrological Unit Code (HUC) is the project in? hel ] • Go to http:i/cfpub,epa.gov/surf/locate/index.cfm to help identify the HUC. 17110012 9d. What Water Resource Inventory Area Number (WRIA #) is the project in? fhelij • Go to http:,wvvw.ecy.wa.gov/services/gisimalps/wriawria.htm to find the WRIA #. WRIA 9 JARPA Revision 2012.2 Page 20 of 24 9e. Will the in -water construction work comply with the State of Washington water quality standards for turbidity? he[ el ] • Go to http://www.ecy.wa.ciov/programs/wq/swgs/criteria.html for the standards. ® Yes ❑ No ❑ Not applicable 9f. If the project is within the jurisdiction of the Shoreline Management Act, what is the local shoreline environment designation? [help] • If you don't know, contact the local planning department. • For more information, go to: http://www.ecy.wa.gov/programs/sea/sma/laws rules/173-26/211 designations. htm1. ❑ Rural ❑ Urban ❑ Natural ❑ Aquatic ❑ Conservancy ® Other not in SMA jurisdiction 9g. What is the Washington Department of Natural Resources Water Type? [Lei ] • Go to http://www.dnr.wa.gov/BusinessPermits/Topics/ForestPracticesApplications/Pages/fp watertypinq.asp for the Forest Practices Water Typing System. ❑ Shoreline ® Fish ❑ Non -Fish Perennial ❑ Non -Fish Seasonal 9h. Will this project be designed to meet the Washington Department of Ecology's most current stormwater manual? [help] • If No, provide the name of the manual your project is designed to meet. ® Yes ❑ No Name of manual: WSDOT Hydraulics Manual (accepted by WDOE as equivalent to DOE Stormwater Manual) 9L Does the project site have known contaminated sediment? hei ] • If Yes, please describe below. ® Yes ❑ No Several properties in the vicinity of the project site have known soil contamination. These are identified in the 1-405, Tukwila to Renton Improvement Project (1-5 to SR 169 — Phase 2) Hazardous Materials Technical Memorandum, May 2007. 9j. If you know what the property was used for in the past, describe below. h( elp] Portions of the project corridor were in use as transportation rights -of -way. Some areas west of Talbot Hill were in agricultural use, and areas north of Talbot Hill were in commercial and residential use. 9k. Has a cultural resource (archaeological) survey been performed on the project area? [help] • If Yes, attach it to your JARPA package. ® Yes ❑ No See Attachment 11 for the Cultural Resources Survey for the Washington State Department of Transportation's 1-405/SR 167 Direct Connector Project, October 2014, and Attachment 12 for the State Historic Preservation Office Section 106 concurrence letter (November 25, 2014). 91. Name each species listed under the federal Endangered Species Act that occurs in the vicinity of the project area or might be affected by the proposed work. [help] Chinook salmon (Oncorhynchus tshawytscha) and steelhead (O. mykiss) may be present in the East Fork of Panther Creek, which flows through C72. No listed species were presumed to be present in Rolling Hills Creek which flows through C76. See Attachment 8 for the Biological Assessment for 1-405, Tukwila to Renton Improvement Project (1-5 to SR 169 - Phase 2), June 2007, and the Biological Opinion, March 3, 2008. JARPA Revision 2012.2 Page 21 of 24 a 9m. Name each species or habitat on the Washington Department of Fish and Wildlife's Priority Habitats and Species List that might be affected by the proposed work. hel Two species are listed in Panther Creek west of the project area: Coast Resident Cutthroat trout (Oncorhynchus clarki) and Coho salmon (Oncorhynchus kisutch). Panther Creek Wetlands and several "Palustrine" wetlands are in the project area and will be affected by the project. Part 10—SEPA Compliance and Permits Use the resources and checklist below to identify the permits you are applying for. • Online Project Questionnaire at http://apps.ecy•wa.goy/opas". • Governor's Office for Regulatory Innovation and Assistance at (800) 917-0043 or help@ora.wa.gov. • For a list of addresses to send your JARPA to, click on agency addresses for completed JARPA. 10a. Compliance with the State Environmental Policy Act (SEPA). (check all that apply.) h[ eAll • For more information about SEPA, go to www.ecy.wa.gov/programs./sea/sepa/e-review.html. ® A copy of the SEPA determination or letter of exemption is included with this application. See Attachment 14 for the Determination of Nonsignificance and Adoption of Existing Environmental Document for the Tukwila to Renton Improvement Project (TRIP). The 1-405/SR 167 Interchange - Direct Connector Project elements are included within the TRIP project study area. ❑ A SEPA determination is pending with (lead agency). The expected decision date is ❑ I am applying for a Fish Habitat Enhancement Exemption. (Check the box below in t ob.) [help) ❑ This project is exempt (choose type of exemption below). ❑ Categorical Exemption. Under what section of the SEPA administrative code (WAC) is it exempt? ❑ Other: ❑ SEPA is pre-empted by federal law. 10b. Indicate the permits you are applying for. (check all that apply.) hel LOCAL GOVERNMENT Local Government Shoreline permits: ❑ Substantial Development ❑ Conditional Use ❑ Variance ❑ Shoreline Exemption Type (explain): Other City/County permits: ® Floodplain Development Permit ® Critical Areas Ordinance STATE GOVERNMENT JARPA Revision 2012.2 Page 22 of 24 Washington Department of Fish and Wildlife: ® Hydraulic Project Approval (HPA) ❑ Fish Habitat Enhancement Exemption — Attach Exemption Form Effective July 10, 2012, you must submit a check for $150 to Washington Department of Fish and Wildlife, unless your project qualifies for an exemption or alternative payment method below. Do not send cash. Check the appropriate boxes: ❑ $150 check enclosed. Check # Attach check made payable to Washington Department of Fish and Wildlife. ❑ My project is exempt from the application fee. (Check appropriate exemption) ❑ HPA processing is conducted by applicant -funded WDFW staff. Agreement # ❑ Mineral prospecting and mining. ❑ Project occurs on farm and agricultural land. (Attach a copy of current land use classification recorded with the county auditor, or other proof of current land use.) ❑ Project is a modification of an existing HPA originally applied for, prior to July 10, 2012. HPA # Washington Department of Natural Resources: ❑ Aquatic Use Authorization Complete JARPA Attachment E and submit a check for $25 payable to the Washington Department of Natural Resources. Do not send cash. Washington Department of Ecology: ® Section 401 Water Quality Certification FEDERAL GOVERNMENT United States Department of the Army permits (U.S. Army Corps of Engineers): ® Section 404 (discharges into waters of the U.S.) ❑ Section 10 (work in navigable waters) United States Coast Guard permits: ❑ Private Aids to Navigation (for non -bridge projects) Part 11—Authorizing Signatures Signatures are required before submitting the JARPA package. The JARPA package includes the JARPA form, project plans, photos, etc. [hpip) 11 a. Applicant Signature (required) hel I certify that to the best of my knowledge and belief, the information provided in this application is true, complete, and accurate. I also certify that I have the authority to carry out the proposed activities, and I agree to start work only after I have received all necessary permits. I hereby author' e the agent named in Part 3 of this application to act on my behalf in matters related to this application. _ (initial) moon o ,,: on+0 o , By initialing here, I state that I have the authority to grant access to the property. I also give my consent to the permitting agencies enter' the property where the project is located to inspect the project site or any work related to the project. (initial) &NA-�, Iyam-e- e�, ///, Applica Printed Name' A plicant ature Date 11 b. Authorized Agent Signature hel I certify that to the best of my knowledge and belief, the information provided in this application is true, complete, and accurate. I also certify that I have the authority to carry out the proposed activities and I agree to start work only after all necessary permits have been issued. C— o o l,_ L Authorized Agent Printed Name uth acFAgent Sig ture Date 11 c. Property Owner Signature (if not applicant) [nely] Not required if project is on existing rights -of -way or easements I consent to the permitting agencies entering the property where the project is located to inspect the project site or any work. These inspections shall occur at reasonable times and, if practical, with prior notice to the landowner. Property Owner Printed Name Property Owner Signature Date 18 US C §1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly falsifies, conceals, or covers up by any trick, scheme, or device a material fact or makes any false, fictitious, or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious, or fraudulent statement or entry, shall be fined not more than $10,000 or imprisoned not more than 5 years or both. If you require this document in another format, contact the Governor's Office for Regulatory Innovation and Assistance (ORIA) at (800) 917-0043. People with hearing loss can call 711 for Washington Relay Service. People with a speech disability can call (877) 833-6341. ORIA publication number: ENV-019-09 rev. 0812013 1-405/SR 167 Interchange - Direct Connector Project JARPA Form Attachment 1 T. 23N. R. 5E. W.M. PROJECT LOCATION END PROJECT 1-405 MP. 3.96 NB405 1272+82.10 LAT 470 29'0.65" N LONG 1220 11'48.74" W WASHINGTON STATE 1-405/SR 167 INTERCHANGE DIRECT CONNECTOR PROJECT VICINITY MAP STREAM SHEETS East Fork of Panther Creek 5 (09.SC-25.7) Rolling Hills Creek g 10, 14 09. SC-2.8 JURISDICTIONAL DITCH D2.21 R SHEETS 12 D2.22R 12 D2.6L 16 D2.61 L 16 WETLAND SHEETS 2.2R-A 12 2.2R-B 12 2.31 R 14 2.6R 16 2.7R 10 24.7R-A 2, 3, 5, 6 24.7R-B 6, 8 24.7R-C 8, 10, 14 25.01L 2, 3,5 25.7E 6 25.8E 6,8 25.9E 8 DATUM NAD 83/91 (HORIZONTAL) NAVD 88 (VERTICAL) SNSF AWN 18 405 17 a �C y 515 19 405 SHEET 16 SHEET 14 ROLLING HILLS .1 CREEK r ROLLING HILLS CREEK N 3 167 RESTORATION SITE RENTON _ (PROPOSE > SHEET 8 SHEET 6 o I ---------------------- 1 _.. + < - 1 SHEET 5 1 C, SW 7TH T t I 1 1 SHEET 3 _SHEET 2 I— SPRINGBROOKa 167 ' BEGIN PROJECT ' MITIGATION J SR 167 MP.24.80 SITES E 167 11075+06.33 (EXISTING) W LAT 470 26'47.12" N LONG 1220 12'58.26" W 1 \ I EAST FORK _------------ ------ - ;- - PANTHER --- --------------------- 4 SW 41ST ST CREEK ---------.....- 31 32 �a 0 1000 2000 SCALE IN FEET PROJECT: "0S/SR167 INTERCHANGE DIRECT CONNECTOR PURPOSE: ROADWAY IMPROVEMENTS PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER M LOCATION:1--4051SR167 INTERCHANGE, RENTON, WA SR 167 MP 24.80 TO MP 26.26, 1-405 MP 2.32 TO MP 3.96 DATUM: HORIZONTAL: NAD 83 /91. VERTICAL: NAVD 88 REFERENCE: NWS-2014-29 APPLICANT: WSDOT COUNTY: KING NEAR: RENTON WATER BODY: ROLLING HILLS CREEK 3 WETLANDS Co Washington State Department of Transportation SHEET: 1 OF: 17 S 1-405/SR 167 Interchange - Direct Connector Project JARPA Form Attachment 1 T. 23N. R. 5E. W.M. LEGEND j__. ROADWAY CENTERLINE OHyL ORDINARY HIGH WATER LINE j I p l III l o t I, f I 1 1 1 i 1 1 -- -- WETLAND BOUNDARY 1 h91 I I I I w - WETLAND Il f j N 1 1 I I I 1 1 1 1 1 WETLAND BUFFER PROPOSED STREAM I t I I f l CL I 1 1 1 1 1 1 1 CENTER LINE EXISTING STREAM II 1 1 1 CENTER LINE I t i I I 1 1 f I I 9 1 i 1 1 •••' ••. STREAM BUFFER 11 CUT CUT LINE FRl FILL LINE EXISTING DRAINAGE CULVERT PROPOSED DRAINAGE CULVERT j fl i sr — — sr — — sty I —>- EXISTING DITCH PROPOSED DITCH PERMANENT JURISDICTIONAL I i 1 9 7 1 9 9 DITCH IMPACT RIGHT OF WAY fi ^ EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT t I I I I 1 I I 1 I I Sr — Sr --EXISTING STORM DRAIN ST ST PROPOSED STORM DRAIN • J.� � I O 11 f1 11 9 1 1 1 9 1 If1 I �n I —�-- A PROPOSED WALL FFF---N 1 1 it 1 1 1 1 1 1 1! PERMANENT If I WETLAND 25.0E I O f1 1 I ® WETLAND IMPACT Ift II Al 1 1f1A (SEE SHEET 4 ® LONG-TERM TEMPORARY l iii f OF 17) 1 1 WETLAND IMPACT I f ff a l 1 1 1 1 1 PERMANENT WETLAND II I 1 if 1 I 1 1 1 1 1 1 ® BUFFER IMPACT r t TEMPORARY WETLAND L 1 It if 1 1 I 1 1 I 1 BUFFER IMPACT III I I f 3t 1 1 1 1 1 1 1 9 1 PERMANENT CONVERSION t I I V�IETLAND 24.7R-A """'` =`' IMPACT t( � 1 1 1 1 9 1 1 PERMANENT I I f 1 g 1 1 1 1 1 I 1 x --.]STREAM IMPACT I i t TEMPORARY J STREAM IMPACT I INDIRECT PERMANENT I !I I I I I l t 1 1 1 WETLAND IMPACT I I, t f I 1 I I I a WETLAND IMPACTS I, II r� r'a 1 If t I a a a I I a I I WETLAND 24.7R-A (CAT III SQ.FT. ACRES I lj `S i 1 Ij A 1 1 9 9 9 1 9 1 1 WETLAND AREA 1,948,747 44.74 I r PERM. WETLAND IMPACT 3,680 0.08 I � 1 I I ST — sT q I I' 9 9 1 3 1 1 1 1 A 1 LONG-TERM TEMP. 4,770 0.11 r t WETLAND IMPACT fl ,I I I 1 11 11 ft I d I I d d t 3 9 1 WETLAND 25.OL (CAT III SQ.FT. ACRES I t 1 a I f 1 1 1 1 9 9 1 1 1 9 9 WETLAND AREA 160,316 1 4.14 I Il t I I I I f a 9 1 1 3 9 9 1 1 9 1 1 See Sheet 5 of 17 for Impacts 9 r � i a 1 1 1 a 1 1 1 1 1 1 1 0 50 100 r SCALE IN FEET PROJECT: 1-40YSR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 — PURPOSE: ROADWAY !IMPROVEMENTS APPLICANT: WSDOT PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING -" LOCATION: 1­05/SR167 INTERCHANGE, RENTON, WA NEAR: RENTON Washington State SR 167 MP 24.80 TO MP 26.26, 1405 MP 2.32 TO MP 3.96 WATER BODY: ROLLING HILLS CREEK 6 WETLANDS Department Of Transportation DATUM: HORIZONTAL: NAD 83 /91. VERTICAL NAVD 88 P P ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 03262015 i SHEET: 2 OF: 17 1-405/SR 167 Interchange - Direct Connector Project JARPA Form Attachment 1 T. 23N. R. 5E. W.M. f 1 It% 1 9 1 1 1 1 ! 1+ 1 1 1 1 1 1 1 1 1 • 1 1 1 1 11 ` � 1 1 I 1 � 1 1 1 ! 1 111 11 ` 1 WETLAND 1 1 1 24.7i-A II 1 �CL 111 11 1 11I 1 1 1 1 1 1 1 1 • 1 1 1 �! � a{ 1 1 1 � 1 ! 1 1 0 50 100 iI9 SCALE IN FEET 1 Id 1'JI3 d 1 9 1 9 1 t� t t I FC;FNn ROADWAY CENTERLINE Oh%VL ORDINARY HIGH WATER LINE - - - - - - - - WETLAND BOUNDARY AIL ." Au- WETLAND ••••• WETLAND BUFFER �— PROPOSED STREAM CENTER LINE t — EXISTING STREAM CENTER LINE STREAM BUFFER CUT CUT LINE FILL— FILL LINE EXISTING DRAINAGE CULVERT PROPOSED DRAINAGE CULVERT �D� EXISTING DITCH l PROPOSED DITCH PERMANENT JURISDICTIONAL DITCH IMPACT RIGHT OF WAY EXISTING EDGE OF PAVEMENT — PROPOSED EDGE OF PAVEMEN ST — — Sr — -EXISTING STORM DRAIN ST ST PROPOSED STORM DRAIN WETLAND 25.4-, 11I1 1 1 1 1 1 11 1 1 1 1 1 1 1 A A PROPOSED WALL 11 �` \ ® PERMANENT 1 ® 1� 1 1 1 1 1 1 1 1 WETLAND IMPACT 1 1 1 1 1( 1 1 1 1 1 1 1 ® LONG-TERM TEMPORARY 1 • 111 1 1! 1 1; 1 1 1 1 1 1 1 WETLAND IMPACT II 1 PERMANENT WETLAND BUFFER IMPACT TEMPORARY WETLAND BUFFER IMPACT 1 1 1 a 1 _2 : 1 1 114 1 1 1 1 1 •.. !; 1 1 11 1 'I 1 II 1 11 1 1 1I1 1 li • II l I 1� 1 1 ``1 � 1 •1 � 1 1 1 1 .. 111 11 11 l` 111 � 1 111 1 1 1 ............ .'� .._.'•� rl-� V 91 ' 1 1 1 'J 1 1 1 1 ,=1' 111 9 1 l-+1 1 1 1 9 1� �—•., 1 t1, 1 Ln N <A, -- ' 1 1 I - 1 + � 1 ....... -. I` 1 • 1 1 1 1 1 1I 1 1 PROJECT: I-40SISR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 PURPOSE: ROADWAY IMPROVEMENTS APPLICANT: WSDOT PROPOSED:7.0 ACRES OF 1IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION: 1-05IM67 INTERCHANGE, RENTON, WA NEAR: RENTON SR 167 MP 24.80 TO M► 26.26, 1-405 MP 2.32 TO MP 3.96 WATER BODY: ROWNG HILLS CREEK 6 DATUM: HORIZONTAL- MAD 83 /91. VERTICAL: NAVD 88 PERMANENT CONVERSION IMPACT x x PERMANENT STREAM IMPACT TEMPORARY STREAM IMPACT INDIRECT PERMANENT WETLAND IMPACT WETLAND/ STREAM IMPACTS WETLAND 24.7R-A (CAT 11) SQ. FT. ACRES WETLAND AREA 11,948,7471 44.74 See Sheet 2 of 17 for Impacts WETLAND 25.0L (CAT 1111 SQ.FT. ACRES WETLAND AREA 180,316 4.14 See Street 5 of 17 for Impacts // Washington State Department of Transportation SHEET: 3 OF: 17 ` 1-405/SR 167 Interchange - Direct Connector Project JARPA Form Attachment 1 50 50 LONG-TERM TEMPORARY -- - WETLAND IMPACT SR167 PERMANENT WETLAND 40 rt IMPACT 40 PROPOSED SHOULDER RAN WIDENING 30 30 - EXISTING GROUND .. WETLAND 24.7R-A '- 20 20 10 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 SECTION A -A (MP 25.04) 50 50 SR167 LONG-TERM TEMPORARY 1E WETLAND IMPACT TLAND WEM 40 PROPOSED SHOULDER _,PERMANENT ACT 40 WIDENING \ RN 30 _ _ 30 WETLAND 24.7R-A _ EXISTING GROUND I 20 20 10 ___T_ 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 SECTION B—B (MP 25.34) NOTES: 1. ALL DIMENSIONS ARE IN FEET. 2. CROSS SECTION SCALES ARE DRAWN AT 1 H:1 V. PROJECT: I-40SIM67 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 PURPOSE: ROADWAY IMPROVEMENTS APPUCANT: WSDOT PROPOSED:7.0 ACRES OF IMMCTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION:I-40YSM67 INTERCHANGE, RENTON, WA NEAR: RENTON WATER BODY: ROLLING HILLS CREEK 3 WETLANDS Washington State Department of Transportation SR 167 MP 24.80 TO MP 26.26, 1-405 MP 2.32 TO MP 3.96 DATUM: HORIZONTAL- MAD 83 /91. VERTICAL: NAVD BB ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 03262015 SHEET: 4 OF: 17 1-405/SR 167 Interchange - Direct Connector Project JARPA Form Attachment 1 T. 23N. R. 5E. W.M. EXISTING CULVERT-C73A � 1 ' Tip J A ftfo —Al WETLAND 25.OL MATCH LINE SEE SHEET 6 EXISTING CULVERT C72 P { t 11 W9TLAND 24.7,R--1 EAS+ FORK 1 a a N PANTHER CREEK I cL (STREAM 09.SC-25.7), 1 a 1 Iz II L 1 1 1 1 1 1 1 1 11 9 1 d 1 1 J T 9 1 L d 1 1 1 1 L 3 It g i 1 1 1 g d j Ij a a a 1 1 It i d { T J d t 1 Ill 1 ® 1 L i L d 11 hl o ,SEE SHEET `� of 17 N �7 �1 0 50 100 SCALE IN FEET it 1 1 d 1 1 d 1'1 r- '1 t0 L 1 q :11' It a � 11 1 T T 1 0 • 1 1 It ' # •. 11` ;I 111 A ,} 1 1 IIL 11 Ln1 1 SY tn. 1 J A 1 { 1 1 { 1 1 1 ' `it � i � 'I •�1 � 1 � � •1 1• t 1 PROJECT: 1-405'SR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29_ PURPOSE: ROADWAY IMPROVEMENTS APPLICANT: WSDOT PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION: t-40SIM67 INTERCHANGE, RENTON, WA NEAR: RENTON SR 167 MP 24.80 TO MP 26.26, 1-40S M► 2.32 TO MP 3.96 WATER BODY: ROLLING HILLS CREEK 3 WETLANDS DATUM: HORIZONTAL- NAD 83 /91. VERTICAL: NAVD 88 IFrFNn ROADWAY CENTERLINE _OHS ORDINARY HIGH WATER LINE - - - - - - - - WETLAND BOUNDARY 14 Au. WETLAND WETLAND BUFFER -------- PROPOSED STREAM CENTER LINE -}- — EXISTING STREAM CENTER LINE • • • • • • • STREAM BUFFER —CUT— CUT LINE FILL— FILL LINE EXISTING DRAINAGE CULVERT —� PROPOSED DRAINAGE CULVEF EXISTING DITCH PROPOSED DITCH PERMANENT JURISDICTIONAL DITCH IMPACT RIGHT OF WAY EXISTING EDGE OF PAVEMEN PROPOSED EDGE OF PAVEMEt - ST - - sr - - EXISTING STORM DRAIN ST ST — PROPOSED STORM DRAIN A A PROPOSED WALL ®PERMANENT WETLAND IMPACT ®LONG-TERM TEMPORARY WETLAND IMPACT ®PERMANENT WETLAND BUFFER IMPACT TEMPORARY WETLAND BUFFER IMPACT PERMANENT CONVERSION IMPACT �x xPERMANENT I J STREAM IMPACT TEMPORARY STREAM IMPACT INDIRECT PERMANENT WETLAND IMPACT WETLAND/ STREAM IMPACTS WETLAND 24.7R-A (CAT II SQ. FT. I ACRES WETLAND AREA 1,948,747 44.74 Sae Sheet 2 of 17 for Impacts WETLAND 25.OL (CAT III SQ. FT. I ACRES WETLAND AREA 180,316 4.14 PERM. WETLAND IMPACT 840 0.02 LONG-TERM TEMP.WETLAND IM CT 1,890 0.04 PERM. WETLAND 1,750 0 04 BUFFER IMPACT TEMP�WETLAND 450 0A1 EAST FORK OF SQ, FT, ACRES PANTHER CREEK (09.SC-25.7) .STREAM IMPACT 260 <0.01 Or Washington State Department of Transportation SHEET: 5 OF: 17 1-405/SR 167 Interchange - Direct Connector Project JARPA Form Attachment 1 T. 23N. R. 5E. W.M. LEGEN LD ROADWAY CENTERLINE OHwL ORDINARY HIGH WATER LINE -- — — — — —— WETLAND BOUNDARY MATCH LINE SEE SHEET 8 'UL UL -UL WETLAND a , ............ • • WETLAND BUFFER IN PROPOSED STREAM % CENTER LINE 4 1 9 1 t — EXISTING STREAM a I I I �* WETLAND 24.7R—B CENTER LINE # # 1 Al y 1 ' + , m * STREAM BUFFER 1 9 \ ' + , ' —CUT— CUT LINE —1 1 1 �� II ��>. �^ �, ,�' * FILL— FILL LINE EXISTING DRAINAGE CULVERT PROPOSED DRAINAGE CULVERT EXISTING DITCH > PROPOSEDITCH WETLAND 25.8E a �1M * PERMANENTDJURISDICTIONAL DITCH IMPACT — — — — — — RIGHT OF WAY EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT I * Sr - — Sr — -EXISTING STORM DRAIN I { * ST ST -- PROPOSED STORM DRAIN I , a A A PROPOSED WALL PERMANENT WETLAND IMPACT LONG-TERM TEMPORARY WETLAND IMPACT I � a PERMANENT WETLAND I +) ® BUFFER IMPACT TEMPORARY WETLAND BUFFER IMPACT PERMANENT CONVERSION N IMPACT PERMANENT STREAM IMPACT ' * , TEMPORARY I I I• STREAM IMPACT �w 11 N 1 ' , INDIRECT PERMANENT A # ; `!` ' WETLAND IMPACT WETLAND 25.7E p I11 Cf- WETLAND IMPACTS WETLAND 24.7R-8 (CAT 11) SQ. FT. ACRES WETLAND AREA 420,330 9.65 PERM. WETLAND IMPACT 38,840 0.89 1D L NG-TERM TEMP. 14,410 0.33 WETLAND IMPACT _ 0 11 A t. ` �' * PERM. WETLAND * 1 BUFFER IMPACT 270 <0.01 ' 1 � TEMP. WETLAND 210 ,�0.01 BUFFER IMPACT J LLJd� a 1 o IMPACT ONVERSION 4,190 0.10 J �J r 1 % a `� IJ 0 1` N ' a * WETLAND 25.7L Q. (CAT III) SFT. ACRES 1 I �- CL ` WETLAND AREA 12,702 0.29 1n I. I I g * I PERM. WETLAND Q �� , * I) BUFFER IMPACT 6,200 0.14 W I 1 1 1 , TEMP. WETLAND 1,120 0.03 i , 1 BUFFER IMPACT I 1 _ PERM. WETLAND IMPACT 1,020 0.02 I I �I ,•N a -��` LONG-TERM TEMP. I WETLAND IMPACT 700 0.02 �+ WETLANDI 24.7R—A— 1 ETLAND 25.8L (CAT III)l SQ.FT. I ACRES 0 50 100 MATCH LINE SEE SHEET 5 WETLAND AREA 501,508 11.51 SCALE IN FEET L See Sheet 8 of 17 for NnpdCts PROJECT: 1-40SISR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NW�2014-29 _ PURPOSE: ROADWAY !IMPROVEMENTS APPLICANT: WSDOT PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: IONG LOCATION:1-40S'SR167 INTIERCHAINGE, RENTON, WA NEAR: RENTON Washington State SR 167 MP 24.80 TO MP 26.26, 1-405 M► 2.32 TO MP 3.96 WATER BODY: ROLLING HILLS CREEK 6 WETLANDS DATUM: HORQONTAL HAD 63 /91. VERTICAL NAVE) 88 Department of Transportation ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 03,240015 SHEET: 6 OF: 17 1-405/SR 167 Interchange - Direct Connector Project JARPA Form Attachment 1 70 70 60 LONG-TERM TEMPORARY 60 WETLAND IMPACT ONO -TERM TEMPORARY PERMANENT WETLAND 50 WETLAND IMPACT IMPACT 50 R!W wW SR167 WETLAND 40 25.0E 8B167 PROPOSED 40 WETLAND 24.7R-A ROADWAY ROADWAY 30 30 20 20 EXISTING GROUND 10 - -TTr , __T - -rTT �-r-� 10 -140 -130 -120 -110 -100 -90 -80 -70 0 10 20 30 40 50 60 70 80 90 100 SECTION C-C (MP 25.60) 70 70 LONGTERM TEMPORARY 60 WETLAND IMPACT �- - PERMANENT WETLAND IMPACT r - WETLAND 24.7R-B �► 60 PERMANENT LONG-TERM TEMPORARY 50 ,�1^ 1 �,� BUFFER _ IMPACT 50 IMPACT SR/67 PERMANENT WETLAND WETLAND IMPACT l 40 NO WETLAND 25.7E 40 25.7L BUFFER PROPOSED , PROPOSED ROADWAY RAN ROADWAY 30 SB161 30 20 - - 20 - - - PROPOSED OPEN -TOP _ STORMWATER VAULT 10 , — I 10 -140 -130 -120 -110 -100 -90 -80 0 10 20 30 40 50 60 70 80 90 SECTION D-D (MP 25,72) NOTES: 1. ALL DIMENSIONS ARE IN FEET. 2. CROSS SECTION SCALES ARE DRAWN AT 1HAV. PROJECT: I-4051SR167 INTERCHANGE DIRECT CONNECTOR PURPOSE: ROADWAY IMPROVEMENTS REFERENCE: NWS-2014-29 Washington State Department Of Transportation APPLICANT: WSDOT COUNTY: KING PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER LOCATION:1-4051SR167 INTERCHANGE, RENTON, WA NEAR: RENTON SR 167 MP 24.80 TO MP 26.26, 1-405 MP 2.32 TO MP 3.96 WATER BODY: ROWING HILLS CREEK & WETLANDS DATUM: HORIZONTAL HAD 83 /91. VERTICAL: NAVD 88 ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 03262015 SHEET: 7 OF: 17 1-405/SR 167 Interchange - Direct Connector Project JARPA Form Attachment 1 T. 23N. R. 5E. W.M. PROPOSED GRAVEL MATCH LINE SEE SHEET 10 SERVICE ROAD TEMPORARY i d 9 ENVIRONMENTAL EASEMENT WETLAND 24.7R-C ' a i 1EA 5 E�IT1 111 a p a l TEMPORARY EASEMENTTION S1' J ,, r d cm F 1 __ Rolling Hills Creek PROPOSED GRAVEL I (relocated enhanced) SERVICE ROAD : ` I T_ +---__ 09.SC-2.8 G �- (SEE SHEET , F � a I . ,.. a 11 of 17) , '' * LEGEND a� EXISTING DRAINAGE CULVERT �1 G �' �� PROPOSED DRAINAGE CULVERT 1 EXISTING DITCH PROPOSED DITCH PERMANENT JURISDICTIONAL 1 d �1 FISH POSED PASSABLE + ( DITCH IMPACT 1 1 STRUCTURE �� —* -1` ® WETLANDIMPACT a 1 E E * ' ® LONG-TERM TEMPORARY WETLAND IMPACT o ' a PERMANENT WETLAND rn * WETLAND 24.7R-8 BUFFER IMPACT TEMPORARY WETLAND y 1] L Q_ * a BUFFER IMPACT 9 9 I TEMPORARY * PERMANENT CONVERSION 1 d * .CONSTRUCTION, IMPACT EASEMENT 1 a I * X x PERMANENT + STREAM IMPACT II -WETLAND 25.4E TEMPORARY WETLANDD II I STREAM IMPACT 25.8E 1 #li L—ROADWAY v*v..• INDIRECT PERMANENT CENTERLINE WETLAND IMPACT 1 I 4` I �, OHWL ORDINARY HIGH WATER LINE WETLAND IMPACTS 1 A 1I WETLAND BOUNDARY WETLAND 2­ T II $Q. FT. ACRES WETLAND WETLAND AREA 1302,750 6.95 1 • • • • WETLAND BUFFERI See Sheet 10 of 17 for Impac STREAMED aI WETLAND 24.7R.B (CAT II SQ. FT. ACRES ltt ` CENTER LINE 1 II11 m • • • • • STREAM BUFFER ,WETLAND AREA 420,330 9.65 I I CUT CUT LINE ji See Sheet 6 of 17 for impacts I # FILL FILL LINE 11 < I 1 > CO. * WETLAND 25.8L (CAT 111) 3Q. FT. ACRES 1 1 11 1 r in ----RIGHT OF WAY 1 < �' EXISTING EDGE WETLAND AREA 501,508 11.51 OF PAVEMENT PERM. WETLAND IMPACT 1,440 0.03 1 41 > I ' PROPOSED EDGE LONG-TERM TEMP. 1 �It o I OF PAVEMENT 1,000 0.02 1 - ST - - sr EXISTING PERM. WETLAND 11,100 0.25 1 t I I STORM DRAIN BUFFER IMPACT a ST ST PROPOSED TEMP. WETLAND 2,100 0.05 a Ijl BUFFER IMPACT 1 STORM DRAIN (� * A PROPOSED WALL ETLAND 25.9L (CAT III)S EFT. ACRES 0 50 100 ,WETLAND AREA 4,499 0.10 MATCH LINE SEE SHEET 6 SCALE IN FEET PERM. WETLAND IMPACT 4,494 0.10 MtOJECT: i-OSISR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 ► MPOSE: ROADWAY IMPROVEMENTS APPLICANT: WSOOT PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION:I-4OS/SR167 INTERCHANGE, RENTON, WA NEAR: RENTON Washington State SR 167 MP 24.80 TO MP 26.26, 1-405 MP 2.32 TO MP 3.96 WATER BODY: ROLLING HILLS CREEK R WETLANDS DATUM: HORIZONTAL- NAD 83 /91. VERTICAL: NAVD 88 Department of Transportation ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C I DATE: 032&2015 SHEET: 8 OF: 17 1-405/SR 167 Interchange - Direct Connector Project JARPA Form Attachment 1 LONG-TERM TEMPORARY I NOTES - SO WETLAND IMPACT PERMANENT WETLAND PERMANENT - I 1. ALL DIMENSIONS ARE IN FEET. IMPACT WETLAND MPA D \ I 2. CROSS SECTION SCALES ARE PERMANENT BUFFER DRAWN AT 1H:1V. 50 IMPACT I PROP I R/W I WETLAND I 40 n•� I I WETLAND 25.8LWE 8E 30 S6167 I PROPOSED I ROADWAY I 20 ALLEY ROAD EXISTING GROUND I 10 -230 -220 -210 -200 -190 -180 -170 -160 -150 -140 -130 -120 -110 0 I SECTION E-E (MP 25.91) i 70 I MATCHLINE--------------- - - - - -J r LONG-TERM TEMPORARY - 1 WETLAND IMPACT 60 PERMANENT LONG-TERM TEMPORARY PERMANENT WETLAND WETLAND WETLAND IMPACT IMPACT IMPACT I 50 I I I I I 40 SR167 PROPOSED WETLAND 24.7R-B - ROADWAY PROP I R/W TEMPORARY 30 NB167 CONSTRUCTION -- EXISTING GROUND EASEMENT I 20 I � � EXISTING GROUND APPROXIMATE RELOCATED PROPOSED GRAVEL PIPELINE LOCATION �� O SERVICE ROAD r - I . 1 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 SECTION E-E (MP 25.91)- cont'd 60 - 60 PERMANENT WETLAND - WETLAND 24.7R-B IMPACT- 25.9E SO PROP PERMANENT SO ROW SR167 CONVERSION € IMPACT PROPOSED 40ROADWAY PERMANENT WETLAND 1 EMBANKMENT 1 IMPACT 4O SB167 EXISTING -- HOV 30 60- CULVERT - N8167 - PROPOSED 30 PIPE - PROPOSED EAST VALLEY - HOV ROADWAY PROPOSED ROAD EXISTING �� EMBANKMENT STRUCTURE GROUND 20 -- EXISTING EAST VALLEY ROAD - 20 l PROPOSED FISH PASSABLE STRUCTURE PROPOSED FISH PASSABLE STRUCTU 10 -10 PROPOSED CULVERT STREAMBED 60" CULVERT ACCESS STREAMBED - MATERIAL PIPE MATERIAL 0 Tr. 0 -230 -220 -210 -200 -190 -180 -170 -160 -150 -140 -130 0 10 20 30 40 50 60 SECTION F-F (MP 25.92) PROJECT: I-40S/SR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 _ PURPOSE: ROADWAY IMPROVEMENTS APPLICANT: WSDOT PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION:I--40S'SR167 INTERCHANGE, RENTON, WA NEAR: RENTON Washington State SR 167 MP 24.80 TO MP 26.26, 1-405 MP 2.32 TO M► 3.96 WATER BODY: ROLLING HILLS CREEK 3 WETLANDS DATUM: HORIZONTAL NAD 83 /91. VERTICAL: NAVD 88 Department of Transportation ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 03262015 SHEET: 9 OF: 17 1-405/SR 167 Interchange - Direct Connector Project JARPA Form Attachment 1 T. 23N. R. 5E. W.M. ROLLING HILLS CREEK MATCH LINE SEE SHEET 12 & SHEET 14 ' 1 'EXISTING I C76VERT I1 �J �FST —ST-- %D 1, o"S v- N � Q. I I PROJECT: 1-405/SR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 PURPOSE: ROADWAY IMPROVEMENTS APPLICANT: WSDOT _ PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION: &.4055R167 INTERCHANGE, RENTON, WA NEAR: RENTON SR 167 MP 24.80 TO M► 26.26, 1-405 MP 2.32 TO M► 3.96 WATER BODY: ROLLING HILLS CREEK 3 WETLANDS DATUM: HORIZONTAL: NAD 83 /91. VERTICAL: NAVD 88 ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 03Z62015 LEGEND ROADWAY CENTERLINE OHWL ORDINARY HIGH WATER LINE -- - - - - -- WETLAND BOUNDARY au. .va WL WETLAND • • • • • • • • • • WETLAND BUFFER �— PROPOSED STREAM CENTER LINE t — EXISTING STREAM CENTER LINE STREAM BUFFER —CUT— CUT LINE FILL— FILL LINE EXISTING DRAINAGE CULVERT PROPOSED DRAINAGE CULVERT � EXISTING DITCH PROPOSED DITCH PERMANENT JURISDICTIONAL DITCH IMPACT RIGHT OF WAY EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT ST — — ST — -EXISTING STORM DRAIN ST sT PROPOSED STORM DRAIN `- -, PROPOSED WALL ®PERMANENT WETLAND IMPACT TEMPORARY ®LONG-TERM WETLAND IMPACT PERMANENT WETLAND BUFFER IMPACT TEMPORARY WETLAND BUFFER IMPACT [ $ . PERMANENT CONVERSION IMPACT PERMANENT x x STREAM IMPACT • . • . TEMPORARY ".".".". STREAM IMPACT INDIRECT PERMANENT WETLAND IMPACT WETLAND/ STREAM IMPACTS WETLAND 24.7R-C (CAT i SQ. FT. ACRES WETLAND AREA 302,750 ' 6.95 PERM. WETLAND IMPACT 74,365 1.71 LONG-TERM TEMP. TLAND MPA 26,410 0.61 PERM. WETLAND BUFFER IMPACT 16,480 0.38 TEMP. WETLAND 1,900 0.04 BUFFER IMPACT PERM. CONVERSION 52,100 1.20 IMPACT INDIRECT PERMANENT WUPTI •un IUDACT 109,720 2 52 ROLLING HILLS CREEK 09.SC-2.8 SQ. FT. ACRES PERM. STREAM IMPACT 2,420 0.06 0 50 100 SCALE IN FEET Washington State Department of Transportation SHEET: 10 OF: 17 % 1-405/SR 167 Interchange - Direct Connector Project JARPA Form Attachment 1 40 1 40 30 PROPOSED ROADWAY 30 14.7' EXISTING 20 MIN WIDTH GROUND 20 2 YEAR (BANK FULL WIDTH), 10 PROPOSED FISH, 10 PASSABLE STRUCTURE 11' CHANNEL WIDTH 0 0 -40 -30 -20 -10 0 10 20 30 40 SECTION G-G (MP 25.93) 70 I I In 60 LONG-TERM LONG-TERM 1 O PERMANENT TEMPORARY PERMANENT TEMPORARYI q WETLAND WETLAND WETLAND WETLAND 16 SO IMPACT IMPACT IMPACT IMPACT W rn r 40J6 T PROPOSED - WETLAND 24.7R-C - - --I 30 ROADWAY PROPOSED GRAVEL PROP _- SERVICE ROAD R/W I TEMPORARY - EASEMENT ENVIRONMEI �I EASEMENT APPROXIMATE I 2O RELOCATED PIPELINE _ LOCATION EXISTING GROUND 10 . 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 I SECTION H-H (MP 26.01) I -- - - - - - - - - - - - - - - - - - - - - - - - - - MATCHLINE---------------------- - - - - - ' I LONG-TERM w I TEMPORARY I WETLAND 60 O 1 IMPACT oD Q 1 PERMANENT CONVERSION IMPACT 50 O LL. TEMPORARY ENVIRONMENTAL EASEMENT 40 0 I-- WETLAND 24.7R.0 Z I SLOPES VARY (3:1 MAX) 30 O� Vi 2 YEAR (RANK FULL YNDTH) I PROPOSED 20 I HANNEL I - -- - - 10 140 150 160 170 180 190 200 210 220 230 240 250 260 270 SECTION H-H MP 26.01 - cont'd NOTES: ( ) 1. ALL DIMENSIONS ARE IN FEET. 2. CROSS SECTION SCALES ARE DRAWN AT 1HAV. PROJECT: I-405'SR167 INTERCHANGE DIRECT CONNECTOR PURPOSE: ROADWAY NAPROVEMENTS— - - REFERENCE: NWS-2014-29 Washington State Department of Transportation APPLICANT: WSDOT COUNTY: KING NEAR: RENTON PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER LOCATION: 1-405ISR167INTERCHANGE, RENTON, WA SR 167 MP 24.80 TO MP 26.26, 1-405 MP 2.32 TO MP 3.96 WATER BODY: ROLLING HILLS CREEK NL WETLANDS DATUM: HORIZONTAL NAD 83 /91. VERTICAL: NAVD 88 ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 03262015 SHEET: 11 OF: 17 1-405/SR 167 Interchange - Direct Connector Project JARPA Form Attachment 1 LEGEND T. 23N. R. 5E. W.M. �ROADWAY CENTERLINE _OHWL_ ORDINARY HIGH WATER LINE ST - - ST - - ST- - - - - - - - WETLAND BOUNDARY ST — — ST — — Sr — — ST �ST - ST U. .f14 AAU. WETLAND ............ • • WETLAND BUFFER \ I-405 _ _ _ - ST - _ �— PROPOSED STREAM ST ST — -� ST - - ST - - CENTER LINE ST - - ST _ ST MpST2.25 t — EXISTING STREAM CENTER LINE MP 2.20 STREAM BUFFER ST - - CUT CUT LINE ST - - sr - - ST - - sr - - ST - - ST - - FILL FILL LINE EXISTING DRAINAGE CULVERT 4f PROPOSED DRAINAGE CULVERT EXISTING DITCH PROPOSED DITCH PERMANENT JURISDICTIONAL DITCH IMPACT - - - - - - RIGHT OF WAY EXISTING EDGE OF PAVEMENT sr PROPOSED EDGE OF PAVEMENT ST s EXISTING STORM DRAIN ST - ST PROPOSED STORM DRAIN PROPOSED WALL PERMANENT WETLAND IMPACT St ® LONG-TERM TEMPORARY ♦ \ . a� WETLAND IMPACT PERMANENT WETLAND BUFFER IMPACT TEMPORARY WETLAND BUFFER IMPACT - sr� D2 22R I m PERMANENT CONVERSION IMPACT ♦ v� V"�/ �^ PERMANENT D2.21 R / t/ WI X x STREAM IMPACT x V • \ m . ' . TEMPORARY ® \ STREAM IMPACT IP WETLAND 2.2R-A �` \ '\ a INDIRECT PERMANENT \I® ® J m WETLAND IMPACT WETLAND 2.2R-B `�� \�, ST - WETLAND/ DITCH IMPACTS I ® u _-TLAND 2.2R-B (CAT IV SQ. FT. ACRES -------- i .'---------- S< \ VVETLAND AREA 856 0.02 SW 16TH STREET `®\ �SS PERM. WETLAND IMPACT 856 0A2 sr - ® — s:. 112.21R (7FT AVG.WIDTHj SC. FT, ACRES JURISD. DITCH BODY: ROLUNG HILLS CREEK 8 WETLANDS 03,26'2015 IMPACT 572 <0.01 Washington State Department of Transportation SHEET: 12 OF: 17 1-405/SR 167 Interchange - Direct Connector Project JARPA Form Attachment 1 PERMANENT CONVERSION IMPACT I 60 PERMANENT STREAM INDIRECT I IMPACT PERMANENT I WETLAND I IMPACT I PERMANENT WETLAND IC) 50 IMPACT I O TEMPORARY ENVIRONMENTAL EASEMENT v 4O PROPOSED TEMPORARY CONSTRUCTION EASEMENT W ROADWAY 1T1 SR167 r O 30 WETLAND 24.7R-C PROP PROPOSEDI GRAVEL I -- - - -" SERVICE I 20 APPROXIMATE ROAD I RELOCATED CATI I LOCATION I EXISTING GROUND 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 I I SECTION 1-1 (MP 26.09) -------------------- MATCHLINE----------------------- - - - - -: I I I 60 Lu I LONG-TERM O I TEMPORARY m I WETLAND PERMANENT CONVERSION IMPACT INDIRECT PERMANENT 50 Q ~'- IMPACT WETLAND NPACT I I Oo i 40 u I Q I--- TEMPORARY ENVIRONMENTAL EASEMENT I WETLAND 24.7R-C 30 Z I SLOPES VARY (3:1 MAX) OI U I 2 YEAR EXISTING GROUND (BANK FULL 20 WIDTH) - -- - - I PROPOSED STREAM CHANNEL 10 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 50 40 30 20 10 SECTION 1-1 (MP 26.09)- cont'd LAND N-S167 rt PROPOSED ROADWAY NG GROUND -60 -50 -40 -30 -20 -10 0 10 20 SECTION J-J (MP 26.17) 50 40 30 20 m NOTES: 1. ALL DIMENSIONS ARE IN FEET. 2. CROSS SECTION SCALES ARE DRAWN AT 1HAV. PROJECT: 1-40SISR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 Washington State Department of Transportation P P PURPOSE: ROADWAY IMPROVEMENTS APPLICANT: WSDOT PROPOSED:7.0 ACRES OF IWVACTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION:I-4OYM67 INTERCHANGE, RENTON, WA NEAR: RENTON SR 167 MP 24.90 TO MP 26.26, I405 MP 2.32 TO MP 3.96 WATER BODY: ROLLING HILLS CREEK 6 WETLANDS DATUM: HORIZONTAL NAD 83 /91. VERTICAL: NAVD 68 ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 0326201S SHEET: 13 OF: 17 1-405/SR 167 Interchange - Direct Connector Project JARPA Form Attachment 1 E T. 23N. R. 5E. W.M. ' 1-405 sr'-- _-- _ y T=ST JST--S7- --1- ST _ - sr - - ST - - sT - ST MP1'.735 _gym ST — !l� sr -ST-_. ST ST — EXISTING SCOT CULVERT ® C44 + EXISTING CULVERT } �n C42 J CV CL N L ®S%'-- S ,V) q 94 /,WETLAND 2.31RI e // ST f ® G I� K K (SEE SHEET SEE SHEET 15 1 17 OF 17) FOR STREAM Yi 1 DETAIL ' T / I f or ,1 / s HILLS ''V 0 50 1( ROLLING CREEK' y ~ SCALE IN FEET (STREAM 09.SC-2.8) I, % WETLAND 24.7R-C N % ! TEMPORARY ENVIRONMENTAL PROPOSED GRAVEL-ti•, r EASEMENT a SERVICE ROAD v I ROLLING HILLS CREEK (RelocatedlEnhanced) 09.SC-2.8 MATCH LINE SEE SHEET 10 LEGEND ROADWAY CENTERLINE _OHWLORDINARY HIGH WATER LINE -- — — — — —— WETLAND BOUNDARY .UL .11L -UL WETLAND • • • • • WETLAND BUFFER PROPOSED STREAM CENTER LINE t — EXISTING STREAM CENTER LINE STREAM BUFFER —CUT— CUT LINE FILL— FILL LINE EXISTING DRAINAGE CULVERT PROPOSED DRAINAGE CULVERT EXISTING DITCH � PROPOSED DITCH PERMANENT JURISDICTIONAL �— DITCH IMPACT -��- RIGHT OF WAY EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT] ST EXISTING STORM DRAIN ST ST PROPOSED STORM DRAIN A A PROPOSED WALL ®PERMANENT WETLAND IMPACT TEMPORARY ®LONG-TERM WETLAND IMPACT WETLAND ®PERMANENT BUFFER IMPACT TEMPORARY WETLAND BUFFER IMPACT PERMANENT CONVERSION IMPACT PERMANENT x x STREAM IMPACT TEMPORARY STREAM IMPACT INDIRECT PERMANENT WETLAND IMPACT OPROPOSED DETENTION POND WETLAND/ STREAM IMPACTS WETLAND 2.31 R (CAT III) SQ. FT. ACRES WETLAND AREA 309 4.01 PERM. WETLAND IMPACT 309 c0.01 WETLAND 24.7R-C (CAT II) SQ. FT. ACRES WETLAND AREAS 1 302,750 6.95 See Sheet 10 of 17 for Impact PROJECT: 1-40-VSR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 PURPOSE: ROADWAY IMPROVEMENTS APPLICANT: WSDOT PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING -" LOCATION:1-40YSR167 INTERCHANGE, RENTON, WA NEAR: RENTON Washington State Department of Transportation SR 167 MP 24.80 TO MP 26.26, 1-405 MP 2.32 TO MP 3.96 WATER BODY: ROLLING HILLS CREEK i WETLANDS DATUM: HORIZONTAL: NAD 83 /91. VERTICAL: NAVD 88 ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 03262015 SHEET: 14 OF: 17 1405/SR 167 Interchange - Direct Connector Project JARPA Form Attachment 1 I I I WETLAND I N la T. 23N. R. 5E. W.M. inu 1 L — D 2.31R I 1= PROPOSED GRAVEL SERVICE ROAD I I ROLLING HILLS CREEK - (STREAM 09.SC-2.8) %o 0 T I I I I EXISTING �I I CULVERT C76 I EXISTING CULVERT C42 EXISTING CULVERT C44 G / / / .x / / .I � I I' TEMPORARY CONSTRUCTION EASEMENT I Y } � I I TEMPORARY ENVIRONMENTAL EASEMENT LEGEND IROADWAY CENTERLINE �y�_ ORDINARY HIGH WATER LINE - - - - - - - - WETLAND BOUNDARY AiL �Uu. -�LL WETLAND WETLAND BUFFER PROPOSED STREAM CENTER LINE t - EXISTING STREAM CENTER LINE • . • • • - STREAM BUFFER CUT CUT LINE FR1 FILL LINE EXISTING DRAINAGE CULVERT PROPOSED DRAINAGE CULVERT --� EXISTING DITCH PROPOSED DITCH PERMANENT JURISDICTIONAL DITCH IMPACT - - - - - - RIGHT OF WAY EXISTING EDGE OF PAVEMENT —-PROPOSED EDGE OF PAVEMENT Sr - - ST - -EXISTING STORM DRAIN ST ST -PROPOSED STORM DRAIN A A PROPOSED WALL ®PERMANENT WETLAND IMPACT LONG-TERM TEMPORARY WETLAND IMPACT PERMANENT WETLAND BUFFER IMPACT TEMPORARY WETLAND BUFFER IMPACT PERMANENT CONVERSION IMPACT k x xI PERMANENT STREAM IMPACT 7. J TEMPORARY 1 STREAM IMPACT INDIRECT PERMANENT WETLAND IMPACT WETLAND 24.7R-C ROLLING HILLS CREEK (Relocated/Enhanced) 09.SC-2.8 ROLLING HILLS CREEK DETAIL 0 40 80 SCALE IN FEET PROJECT: I-4051SR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 PURPOSE: ROADWAY IMPROVEMENTS APPLICANT: WSDOT PROPOSE0:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION:1-404VSR167 INTERCHANGE, RENTON, WA NEAR: RENTON Washington State Department of Transportation SR 167 MP 24.80 TO MP 26.26, 1-405 MP 2.32 TO MP 3.96 WATER BODY: ROLLING HILLS CREEK 3 WETLANDS DATUM: HORIZONTAL: MAD 83 /91. VERTICAL: NAVD 88 ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 03242015 SHEET: 15 OF: 17 1-405/SR 167 Interchange - Direct Connector Project JARPA Form Attachment 1 T. 23N. R. 5E. W.M. / 1-405 WW D2.61 L 0 50 100 SCALE IN FEET D2 6L 01 el' / f ® EXISTING11 J CULVERT C49 /- MP 215 270 j PROPOSED EXISTING EARTHEN BERM CULVERT C48 WETLAND 2.6R s t V. LEGEND __�_• ROADWAY CENTERLINE 0HyL_ ORDINARY HIGH WATER LINE -------- WETLAND BOUNDARY u4 �u -UL WETLAND WETLAND BUFFER �— PROPOSED STREAM CENTER LINE t — EXISTING STREAM CENTER LINE STREAM BUFFER CUT CUT LINE FILL FILL LINE EXISTING DRAINAGE CULVERT PROPOSED DRAINAGE CULVERT EXISTING DITCH PROPOSED DITCH �r PERMANENT JURISDICTIONAL DITCH IMPACT RIGHT OF WAY EXISTING EDGE OF PAVEMENT -PROPOSED EDGE OF PAVEMENT Sr — — sT — -EXISTING STORM DRAIN ST 8T — PROPOSED STORM DRAIN A A - PROPOSED WALL PERMANENT WETLAND IMPACT ®LONG-TERM TEMPORARY WETLAND IMPACT ®PERMANENT WETLAND BUFFER IMPACT TEMPORARY WETLAND BUFFER IMPACT PERMANENT CONVERSION IMPACT x x PERMANENT STREAM IMPACT TEMPORARY STREAM IMPACT INDIRECT PERMANENT WETLAND IMPACT OO PROPOSED DETENTION POND PROPOSED EARTHEN BERM i �1-405 RW .. ----- WETLAND/ DITCH IMPACTS 77 st I� ST ST 1 WW I WETLAND 2 71? WETLAND 2.6R (CAT III) SQ. FT. ACRES WETLAND AREA 6,424 0.1S PERM. WETLAND IMPACT 6,424 OAS ------� \ h 1 11 r 1 r �. PROJECT: 1-405,SR167 INTERCHANGE DIRECT CONNECTOR PURPOSE: ROADWAY IMPROVEMENTS PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER 'A LOCATION: INTERCHANGE, RENTON, WA SR 167 MP 24.80 TO MP 26.26, I-405 MP 2.32 TO M► 3.96 DATUM: HORIZONTAL: NAD 83 /91. VERTICAL: NAVD 88 ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C N W S-2014-29 WSDOT KING BODY: ROLLING HILLS CREEK 6 D2.6L (8 FT WIDTH) So- FT. ACRES JURISD. DITCH IMPACT 1,016 0.02 D2.611- (1 FT WIDTH) SOFT. ACRES JURISD. DITCH IMPACT BB <0.01 Adw Washington State Department of Transportation SHEET: 16 OF: 17 1. '• ' -% 1-405/SR 167 Interchange - Direct Connector Project JARPA Form Attachment 1 60 50 50 PERMANENT WETLAND 2.31R IMPACT SR167 40 f 40 30 l 30 20 EXISTING - 20 PROPOSED GROUND MEDIA FILTER DRAIN DITCH 1 10 :10 0 10 20 30 40 50 60 70 80 90 100 110 SECTION K-K (MP 26.17) 80 80 PROPOSED EARTHEN BERM 70 1.405 70 RIW _ _ RAN PROPOSED 60 NS405 ROADWAY 60 _ PROPOSED CULVERT PIPE EXISTING GROUND 50 - - 50 EXISTING C48 PIPE 4D � --- — -- -J 40 -- ---=ram - - - - - - PERMANENT WETLAND 30 L 30 2.6R IMPACT - T �� 20 20 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 SECTION L-L (MP 2.67) NOTES: 1. ALL DIMENSIONS ARE IN FEET. 2. CROSS SECTION SCALES ARE DRAWN AT 1H:1V. PROJECT: 1-405'SRl_67 INTERCHANGE DIRE -CT -CONNECTOR PURPOSE: ROADWAY IMPROVEMENTS REFERENCE: NWS-2014-29 _ TWO Washington State Department of Transportation - APPUCANT: WSDOT PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION:1-405'SR167 INTERCHANGE, RENTON, WA NEAR: RENTON SR 167 MP 24.80 TO MP 26.26, 1- 405 MP 2.32 TO MP 3.96 WATER BODY: ROLLING HILLS CREEK i WETLANDS DATUM: HORIZONTAL NAD 83 /91. VERTICAL: NAVD 88 ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 03262015 SHEET: 17 OF: 17 AOWashington State Memorandum Department of Transportation DATE: December 8, 2015 TO: Linda Cooley FROM: Rob Thomas (425.456.8556) SUBJECT: I-405/SR 167 Interchange - Direct Connector Project XL 4282 Final Wetland Mitigation Bank Use Memorandum This Wetland Mitigation Memorandum has been drafted to support environmental documentation, permit applications, and to meet local, state, and federal requirements for mitigation for the I-405/SR 167 Interchange - Direct Connector Project (Project), which is the next project to be implemented in the larger Tukwila to Renton Improvement Project (TRIP). This memo provides a brief project overview, an assessment of impacts to wetlands, streams, and their associated buffers, and a summary of proposed restoration of temporary impacts and compensatory mitigation for unavoidable permanent impacts to aquatic resources. This project will utilize the "Design -Build" method of delivery, meaning that all of the impacts and corresponding mitigation discussed herein are based on a low-level conceptual project design, which will be refined and finalized by a Design -Build contractor prior to construction. Project Location The Project is located at the junction of Interstate 405 (I-405) and State Route (SR) 167, in the City of Renton, Washington (Figure 1). The project activities will occur on and adjacent to the highway from SR 167 milepost (MP) 24.80 north to I-405 MP 3.96. The project is located in Water Resource Inventory Area (WRIA) 9 Duwamish-Green and WRIA 8 Cedar-Sammamish. The project is within sections 17, 19, 20, and 30 of Township 23, Range 5 East, Willamette Meridian. Project Description Primary elements include a direct connector ramp for high occupancy vehicles (HOV) in each direction between the SR 167 south leg High Occupancy Toll (HOT) lanes and the I-405 north leg HOV lanes. Completion of this work will require construction of embankments, ramps, overpasses, noise walls, drainage systems, stormwater detention and treatment facilities, and a fish passable stream crossing. In addition to the highway infrastructure, a petroleum pipeline must be relocated out of the SR 167 and I-405 widening areas for the Direct Connector Project and future I-405 and SR 167 projects. Project details are located in the Joint Aquatic Resources Permit Application (DARPA) form. Lake Washington N MM 1-405/SR 167 Direct Connector Project Area wRIA 8 WRta 9 SR 900 M I Proposed Stream Rent 11 L405 Restoration Site Rolling Hills Creek East Fork Panther Creek SR 515 Springbrook Creek � SR 16 Springbrook Creek Wetland k1iigation Bank Figure 1. Project Area Map. 2 Existing Conditions of Sensitive Areas Sixteen wetlands and two streams, listed in Table 1, are located within the Project area and referenced in this memorandum according to the naming convention established by the Tukwila to Renton Improvement Project. Additional detailed descriptions of the affected environment are provided in the Wetland Biology Report and Addendum (WSDOT 2014). The smaller wetlands in the project area tend to be dominated by herbaceous species or shrubs, while the larger ones have multiple plant community types. Wetlands Wetland 24.7R is divided into three units (A, B, and C) by berms with cross culverts running through them. This wetland complex is over sixty acres in size and includes forested zones, as well as some permanently ponded areas dominated by aquatic bed vegetation. Common herbaceous vegetation includes reed canarygrass (Phalaris arundinacea), cattails (Typha latifolia) and soft rush (Juncus effuses). Shrub -dominated areas typically include Sitka willow (Salix sitchensis), redosier dogwood (Corpus stolonifera) and large stands of Himalayan blackberry (Rubus armeniacus). An additional 8 wetlands will be impacted by the project. These impacted wetlands tend to be small and confined by adjacent impervious surfaces. Wetland 2.2R-B and 2.31R are small depressions in roadside ditches. Wetlands 2.57R and 2.61 R are spring -fed slope wetlands in a roadside ditch along a residential street. Wetland 2.31 is dominated by roadside grasses and receives hydrology SR 167 runoff. Wetland 2.2R-B is located in a deep ditch along the I-404 off ramp to southbound SR 167 and contains a few shrubs, with a blackberry understory extending over the wetland from the steep embankments. Wetlands 25.OL, and 25.7L, are linear features adjacent SR 167 that provide drainage for adjacent paved surfaces. They typically have shrubby communities of alder and willow with intermittent pockets of herbaceous vegetation at the lowest elevations (ditch bottom). Himalayan blackberry is dominant in the buffers (and extending into the wetlands) of most of the wetlands in the project vicinity. Wetland 2.6R is located just south of 1-405 near Talbot Road. It is a small depressional wetland with steep sides dominated by Himalayan blackberry. The wetland includes a stand of shrubs on the west side and reed canarygrass at the lowest points. Streams There are two streams that flow through the project area (Table 1). Rolling Hills Creek (Stream 09.SC-2.8) and East Fork Panther Creek (Stream 09.SC-25.7) are small urban streams that are heavily manipulated as a result of development in and around the City of Renton. Stream locations within the project area can be seen in Attachment 1 (Impact Plan Sheets). From its headwaters southeast of the junction of I-405 and Talbot Road, Rolling Hills Creek eventually flows northward between Talbot Road and S Puget Drive and into the study area approximately 200 feet south of I-405. From this intersection, Rolling Hills Creek flows through a series of culverts under several commercial parking lots to where it ultimately daylights on the north side of I-405 into an open channel between I-405 and a parking lot associated with several local businesses including the Renton Cinema 8 and Triton Tower One. The creek then flows south in a culvert under the I-405/SR 167 Interchange, into an open channel that runs parallel to the NB SR 167 ramp to NB I-405 for approximately 520 feet, under SR 167 and local streets, 3 that eventually outlets to Springbrook Creek. During high flow events, a portion of the flow from the section of Rolling Hills Creek between I-405 and the Renton Cinema 8 parking lot is directed into an overflow culvert that also flows south under the I-405/SR 167 Interchange, before daylighting in the Panther Creek Wetlands (W 24.7R-A, B, and Q. The East Fork of Panther Creek flows out of the Panther Creek Wetlands near I-405 MP 25.66 through a fully fish passable culvert (constructed by WSDOT in 2012) under SR 167. After flowing under SR 167 and East Valley Road, Panther Creek enters a large wetland complex west of East Valley Road containing forested vegetation. The creek continues through this wetland to where it flows into Springbrook Creek approximately 2,300 feet to the west. The east fork of Panther Creek has a limited stream buffer, mostly established by WSDOT as part of a previous project. This creek may be used by coho and Chinook salmon and cutthroat and steelhead trout as rearing habitat because of its association with Springbrook Creek. Table 1. Summary of Wetlands and Streams Wetland/Stream Size (ft) Ecology Ratin oc s RatingClassification - - -owardin c 2.2R-A 993 IV N/A PSS 2.2R-B 856 IV N/A PSS 2.31 R 309 IV N/A PEM 2.57R 932 II1 3 PSS, PEM 2.61R 1,305 I11 3 PSS, PEM 2.6R 7,764 I11 3 PSS, PEM 2.7R 10,890 III 3 PSS PEM 2.82R 16,553 IV 3 PFO, PSS, PEM 24.7R-A 1,948,747 II 1 PFO, PSS, PEM 24.7R-B 420,330 II 1 PFO, PSS, PEM 24.7R-C 302,750 II 1 PFO PSS PEM 25.OL 180,316 III 3 Forested 25.7L 12,702 III 3 PSS 25.8L 501,508 III 3 PSS, PEM 25.9L 4,499 III 3 PSS Rolling Hills Creek (09.SC-2.8) N/A N/A N/A N/A East Fork Panther Creek (09.SC-25.7) N/A N/A WDNR Typr F N/A N/A Notes: A) Washington State Wetland Rating System for Western Washington (Ecology 2004) B) City of Renton Critical Area Requirements (RMP 4-3-050) C) From Classifications of Wetlands and Deep Water Habitats of the United States (Cowardin 1979) PEM=Palustrine emergent; PSS=Palustrine Scrub -Shrub; PFO=Palustrine Forested 4 Impact Avoidance and Minimization Impacts to wetlands were avoided and minimized by the project to the greatest extent feasible. Since this project includes widening, ramp construction, and fish passage improvement, some impacts were unavoidable. Since no inner median exists within much of the project area, all widening must occur to the outside of the existing roadway shoulders. However, several avoidance and minimization options still existed and were utilized in the preliminary design. The primary method of minimization is the use of over steepened slopes. Because most of the proposed embankments include Media Filter Drains (MFD), the proposed slopes are a combination of 4:1 where the MFD are proposed, and then steepened to 2:1 from there. A summary of avoidance and minimization measures is provided in Table 2. 5 Table 2. Avoidance and Minimization Measures _... Potential Impact Prior Avoidance and Wetland Proposed Wetland to Avoidance Minimization Area (acres) and Impact Efforts' Minimization Impacts unavoidable - No 2.2R-B 0.02 NA N/A practical methods for reduction Impacts unavoidable - No 2.31 R 0.01 N A N/A practical methods for reduction Impacts unavoidable - No 2.57R 0.02 N;A N/A practical methods for reduction Impacts unavoidable - No 2.6R 0.18 NA N/A practical methods for reduction Impacts unavoidable - No 2.61 R 0.03 N/A N/A practical methods for reduction 1.14 ac Wetland 0.09 Wetland Changed from 6:1 slope to 24.7R-A 44.14 and no Buffer and no Buffer 4:1/2:1 slope 2.16 ac Wetland 0.99 ac Wetland Changed from 6:1 slope to 24.7R-B 9.65 and 0.05 ac and 0.01 ac 4:1 /2:1 slope Buffer Buffer 5.71 Wetland 5.81 Wetland Changed from 6:1 slope to 214.7R-C 6.93 and 0.43 ac and 0.47 ac 4:1/2: slope and wall Buffer Buffer 0.41 Wetland 0.02 ac Wetland Changed from 6:1 slope to _ ' .0 L 4.14 and 0.46 ac and 0.04 ac wall Buffer Buffer 0.26 ac Wetland 0.01 ac Wetland Changed from 6:1 slope to 5.7 L 0.29 and 0.24 Buffer and 0.13 ac wall Buffer 0.12 ac Wetland 0.03ac Wetland Changed from 6:1 slope to 25.8L 11.51 and 0.30 ac and 0.25 ac 2:1 slope Buffer Buffer Impacts unavoidable - No 25.9L 0.10 N/A N/A practical methods for reduction Notes: A) Steepened slopes extend from the new edge of pavement at a 4:1 slope ratio where media filter drain will be installed, and then 2:1 beyond the media filter drain. 13) Permanent impacts could not be reduced for this wetland because the majority of this unit will be impacted indirectly by hydrology alterations if not directly by fill. Impacts to Aquatic Resources and Buffers The Project, as proposed, is expected to result in temporary and permanent impacts to wetlands, streams, and buffers. Permanent impacts occur when a wetland is filled or excavated so that it becomes non -wetland. These impacts typically occur from cut and fill activities. Permanent impacts can occur indirectly, when projects result in reduction or elimination of wetland functions in the remaining wetland area, or alterations to surface water flows separate the remnant wetland from its hydrologic source and prevent it from maintaining wetland hydrology. Reduction of wetland functions occur when the wetland area is reduced to an extent that it is unable to provide some or all of its pre -disturbance functions. Typically impacts are considered temporary when only vegetation is cut and no other disturbance occurs during construction. Grubbing or soil disturbance is typically considered a permanent impact and is evaluated on a case -by -case basis. Potential impacts to wetlands were assessed using construction footprints, cut and fill lines and cross -sections showing existing and proposed grades. Construction footprints were used to calculate area of impact, using computer aided drafting (CAD) software. Permanent impact areas adjacent to cut and fill locations include an additional 5-foot width to allow for clearing and grubbing of vegetation at the base of all new infrastructure, and potential small changes in the project footprint. Impact calculations were obtained from the design team in square feet and rounded to the nearest hundredth of an acre. Total acres are determined from the summed square footage to most accurately determine total expected project impacts. Wetland Impacts The proposed project will impact 12 wetlands along the corridor, of which 6 will be a total loss. Approximately 6.77 acres of wetland will be permanently impacted as a result of this project, and an additional 1.01 acres will be temporarily impacted. Wetlands that will be impacted by the Project are listed and classified in Table 3. Graphical depictions of impacted wetland areas can be found in Attachment 1 — Impact Plan Sheets. 7 Table 3. Wetland Impacts Sununary Impacted Wetland Category - - Impact Type (ft2) Direct Pe anent Indirect Permanent" Permanent ConversionB Long-term Tem orarvc 2.2R-B IV 856 N/A N/A N/A 2.31R III 309 N/A N/A N/A 2.57R III 932 N/A N/A N/A 2.6R III 3,455 N/A N/A 648 2.61R III 1,305 N/A N/A N/A 24.7R-A II 4,125 N/A N/A 3,860 24.7R-B II 35,681 N/A 4,190 17,571 24.7R-C II 42,580 137,160 52,100 21,460 25.OL III 4,050 N/A N/A 2,930 25.71, III N/A N/A N/A 547 25.91, III 4,449 N/A N/A N/A TOTAL ft) 97,792 137,160 56,290 47,016 TOTAL Acres 2.245 3.149 1.292 1.079 Notes: A) Indirect Permanent impacts occur due to hydrology alterations in undisturbed areas as a result of culvert replacement. B) Permanent conversion impacts occur where wetlands are graded to create a stream channel. The wetland is permanently converted to stream. Q Long-term temporary impacts are those that can be restored by re -planting, but will take longer than one year to return to a pre -impact condition. Wetland 2.2R-B Wetland 2.2R-B will be completely filled as part of the project. This wetland occurs within the roadside ditch along the southbound on ramp to SR 167. The on ramp will be relocated to the west slightly to accommodate the support structure that will be constructed for the landing of the new flyover ramp from southbound I-405 to southbound SR 167. The flyover ramp is needed to provide direct access from southbound I-405 to southbound SR 167 in order to alleviate congestion and improve traffic flow during daytime traffic peaks. Wetland 2.31R Wetland 2.31 R will be excavated as part of the project, lowering the elevation of the entire wetland unit. This wetland is located at the lowest point of the median between the northbound I- 405 on ramp and the northbound SR 167/Rainier Ave lanes. There is a storm drain at the outlet of the wetland, making it an ideal location to incorporate additional storm drainage infrastructure for the new pavement being constructed as part of the project. A new stormwater detention pond will be constructed north of Wetland 2.31 R within the cloverleaf median of the northbound I-405 exit ramp to northbound SR 167/Rainier Ave. The new detention pond will be connected to the existing storm drainage within wetland 2.31 R by constructing a drainage ditch between the two points. Construction of the ditch will require excavation of the wetland. This excavation meets the criteria for a permanent wetland impact. Wetlands 2.57R and 2.61R Wetlands 2.57R and 2.61 R will be completely filled as a result of the relocation of S 14`h Street. I-405 in this area is being shifted to the south which will displace S 14`h Street. These two slope wetlands are fed by a spring that emerges on private property at the corner of S 14`h Street and Shattuck Ave S. The flow from the spring is confined in a roadside ditch that comprises most of the two wetland areas. The spring will be piped and the flow will daylighted in a new ditch along the realigned S 14`h Street. The filling of the existing wetland areas constitutes a permanent impact. Wetland 2.6R Wetland 2.6 R will be partially impacted by the shifting of I-405, and further impacted by the utility relocations that will occur within the wetland. The city of Renton sanitary sewer line will be located through the southern edge of this wetland, with a small berm placed on top of the new pipe. These two fill activities will result in permanent loss of wetland area, and additional long- term temporary impacts will occur due to woody vegetation impacts during construction. Wetland 24.7R A Wetland 24.7R-A will be partially filled and temporarily impacted by vegetation disturbance as part of the project. This wetland is the southern -most unit of the Panther Creek Wetland Complex which extends from the toe of the SR 167 embankment to the base of Talbot Hill to the east. Because the majority of the wetlands western boundary coincides with the toe of the SR 167 embankment, any project activity occurring off of the existing road prism will affect the wetland. Two maintenance pullouts will be constructed along northbound SR 167 at approximate mileposts 25.05 and 25.35 which will require fill in the wetland as well as vegetation disturbance for equipment access. The maintenance pullouts are needed to improve safety for WSDOT maintenance staff who routinely park vehicles on the roadside to conduct their work. Wetland vegetation in this area consists primarily of sitka willow which will be cleared and grubbed to accommodate fill for the expansion of the road prism. Where equipment access is needed, vegetation will be cleared, but not grubbed, to allow for natural re -growth of willows. It is expected to longer than one growing season for willows in the temporary impact areas to recover, which constitutes a "long term temporary" impact. Beginning approximately at milepost 25.54 on SR 167, fill will be placed along the eastern edge of SR 167, sloping at a 4:1 ratio from the new edge of pavement outward to the edge of the proposed media filter drain, then at a 2:1 ratio until the new slope meets the existing ground. A small portion of this fill will intercept the boundary of Wetland 24.7R-A, resulting in a permanent loss of wetland area and function. An additional area outside of the permanent fill placement will be utilized for temporary construction access, resulting in the clearing of sitka willows, and a long term temporary impact to the wetland. Overall, the project will permanently impact 0.18 percent of the wetland, leaving over 99 percent of the area intact. Wetland 24.7R-B Wetland 24.7R-B will be partially filled and temporarily impacted by the project. Beginning approximately at milepost 25.69 on the eastern edge of SR 167, and extending to milepost 25.89, the roadway will be widened to accommodate a new northbound lane. Along this portion of the project, fill will be placed along SR 167, sloping at a 4:1 ratio from the new edge of pavement outward to the edge of the proposed media filter drain, then at a 2:1 ratio until the new slope meets the existing ground. This new slope will intercept the wetland boundary along its entire length, resulting in permanent wetland impacts. Immediately east of this new slope, the woody vegetation will be cleared to allow for temporary construction access, resulting in a narrow strip of long term temporary wetland impacts. An upland berm is located at milepost 25.94 along SR 167 which has two 36 inch culverts running parallel to the highway, hydrologically connecting Wetland 24.7R-B to Wetland 24.7R- A. A new fish passable structure to convey Rolling Hills Creek under SR 167 will be installed just south of this berm structure. The berm will be partially relocated to the south in order to facilitate the flow of Rolling Hills Creek into the new fish passable crossing structure. The relocation of the berm will also result in permanent impacts to Wetland 24.7R-B, with long term temporary impacts occurring adjacent the new berm as a result of vegetation disturbance for equipment access to construct the berm. On the south side of the new berm section, a small area within Wetland 24.7R-B will be excavated at the outlet of a new culvert pipe which will replace the two 36 inch culverts that currently convey surface water flow through the berm. The hydrological connection between the two units of the Panther Creek Wetlands must be maintained preserve the overall wetland functions of Wetland 24.7R-B. Although the area subject to excavation will most likely continue to function as wetland in the long term, the work meets definition of a permanent impact because it changes the wetland elevation. This will cause a small, but necessary, increase of permanent impacts to Wetland 24.7R-B. -Permanent Conversion Impacts In addition, a new stream channel will be excavated to connect Rolling Hills Creek to the new fish passable crossing structure in the northwest corner of Wetland 24.7R-B. The new channel will be excavated starting at the new crossing structure and extending northward, resulting in a permanent impact to Wetland 24.7R-B by converting it to stream channel. Overall, the project will permanently impact approximately 10.2 percent of the wetland, leaving nearly 90% of the area intact. Wetland 24.7R-C Wetland 24.7R-C is the northern most unit of the Panther Creek Wetland Complex and it includes Rolling Hills Creek within and adjacent to it at the north end, near the junction of SR 167 and I-405. The vast majority of project impacts occur within this wetland and stream complex. Continuing from the SR 167 widening to the south, fill will be placed east of the highway along the western edge of Wetland 24.7R-C. The roadway will be widened, sloping at a 4:1 ratio from the new edge of pavement outward to the edge of the proposed media filter drain, then at a 2:1 ratio until the new slope meets the existing ground in the wetland. There is an existing gas pipeline buried under Wetland 24.7R-C that runs parallel to SR 167 and I-405 throughout the project area. The pipeline will be relocated in order to remain uncovered by 10 highway pavement and outside of WSDOT right of way. The project proposes to move the pipeline approximately 100 feet to the east throughout its extent in Wetland 24.7R-C. The proposed new pipeline location ensures that the new layout is forward compatible with future widening projects on SR 167 and I-405 so that the pipeline will not need to be relocated again. -Permanent Conversion Impacts A majority of the new channel for Rolling Hills Creek will be constructed through this wetland unit. The excavation will be a continuation of the work in Wetland 24.7R-B just to the south, resulting in a permanent conversion from wetland to stream in this location. -Indirect Permanent Impacts The excavation of the channel and connection to the new fish passable structure is expected to result in hydrological changes to a large portion of the wetland unit. The site is expected to drain more readily through the new culvert which will result in shorter periods of inundation across the wetland throughout the year. Over time, the upper portions of the wetland (above 16' elevation) may no longer receive sufficient hydrology to support wetland vegetation. In addition, a portion of the wetland remaining between the proposed gravel access road and the new SR 167 embankment will be isolated, and permanently impacted. This potential outcome is proposed as an indirect permanent loss of 3.03 acres of Wetland 24.7R-C. Wetland 25.OL This wetland is being impacted due to roadway widening to accommodate the additional southbound lane, there is a retaining wall running the length of this wetland unit where it abuts SR 167. The retaining wall will be reconstructed to the west, to the extent necessary for roadway widening Wetland 25.7L This wetland is being impacted temporarily due to roadway widening to accommodate the additional southbound lane, and to install an open -top stormwater vault. This location is most appropriate hydraulically to provide maximum detention of stormwater generated by the additional pavement. Wetland 25.9L This wetland is being impacted due to the relocation of East Valley Road. East Valley road must be relocated in this location in order to accommodate the widening of SR 167. Impacted Wetland Functions Wetlands in the project area were classified under HGM, and the functions evaluated using the Washington State Wetland Rating System for Western Washington (Hruby 2006) and WSDOT Wetland Functions Characterization Tool for Linear Projects manual (WSDOT 2000). The impact area was examined to determine approximate wetland functions to be impacted. All affected wetland acreage provides moderate to low water quality, hydrologic, and habitat functions): 11 Water Quality - The wetlands impacted by the Project generally perform water quality functions at a moderate to high level. Herbaceous vegetation tends to be dense in the impacted wetlands, and the opportunity to remove sediments and toxicants is abundant due to the highly developed nature of adjacent lands. Seasonal ponding occurs in all of the impacted wetlands, and dense vegetative cover provides shade and reduces water temperature. Most of the impacted wetlands are small, and have restricted outlets such as culverts or steel grates. The portions of each wetland that provide seasonal water storage tend to be large, in proportion to the overall wetland area. Wetlands 2.2R-B, 2.31 R, and 2.6R will be impacted completely, losing all water quality functions. The remaining impacted wetland areas will not see a significant loss in this function because large portions of these wetlands will remain intact. Wetlands 24.7R-A, -B, and -C, will be restored with dense native vegetation, but seasonal ponding will be reduced due to the connection of the wetland to a new fish passable structure. Hydrologic - Wetlands 2.2R-B, 2.31 R, 25.9L, and 2.6R are limited in their ability to provide hydrologic function due to small storage capacity compared to the contributing drainage basin. Wetlands 2.57R and 2.61 R do not provide hydrologic functions because they are slope wetlands. Wetlands 24.7R-A, -B, and -C, 25.OL, and 25.8L provide water storage due to their ability to store high volumes of water during storm events. The overall area and depth of seasonal ponding for these wetlands is relatively large when compared to the size of the total wetland area and the drainage basin. Approximately 2.76 acres of wetland 24.7R-C will be significantly altered in terms of hydrologic function, due to the grading of a stream channel through it and the construction of a fish passable structure under SR 167 along the western edge of the wetland. Habitat - The wetlands to be impacted by the Project generally perform habitat functions at low to moderate levels. Many of the impacted wetlands contain non-native invasive vegetation and adjacent habitats are fragmented by heavy development. Rolling Hills Creek runs through a portion of Wetland 24.7R-C, giving it some opportunity to provide off -channel fish habitat during high flows. This function will remain intact, and may improve in the future if downstream fish passage barriers are removed, allowing salmonids and other fish access to the area. Currently, there are no documented salmonids in Rolling Hills Creek or its adjacent wetlands. All of the impacted wetlands receive minimally treated or untreated stormwater runoff from adjacent impervious surfaces, including the adjacent I-405 roadway. Most of the wetlands are located adjacent to the roadway and contain little vegetated buffer. The presence of invasive plant species in the impacted wetlands is generally high, including reed canarygrass, and Himalayan blackberry, and special habitat features such as woody debris, snags, or brush piles are limited. Stream Impacts The project will permanently impact to one stream (Rolling Hills Creek), and temporarily impact another (East Fork Panther Creek). Rolling Hills Creek will be permanently filled for highway widening in the southeast corner of the I-405/SR 167 interchange. A graphical depiction of the 12 stream impact area is included in the attached Impact Plan Sheets. Table 4 provides a summary of stream impacts. Table 4. Stream Impacts Summary Impacted Stream WDNR Stream Type Impact Type-ft2 (acres Permanent Temporary East Fork Panther Creek F N/A 260 Rolling Hills Creek F 29420 (0.06) N/A TOTAL (fe) 2,420 260 TOTAL (Acres) -00.06 1 0.01 Notes: A) Stream types are defined by the Washington State Department of Natural Resources. Type F streams are those that are known to be used by fish, or meet the physical criteria to be potentially used by fish. Fish streams may or may not have flowing water all year; they may be perennial or seasonal. Buffer Impacts The project will have unavoidable impacts to buffers. The project will permanently impact portions of 5 wetland buffers totaling 0.92 acre (Table 5). Temporary buffer impacts will total 0.14 acre and will occur to portions of 5 wetlands. Buffers in the project area were defined according to the City of Renton Critical Area Regulations. Where wetland and stream buffers overlapped, priority was given to wetland buffers. The only portion of the project where stream buffers were not overlapped by wetland buffers is along the day -lighted section of Rolling Hills Creek running east to west along the southbound I-405 lanes. Because no impacts are expected in that location, all impacted buffers reported for the project are defined as wetland buffers. For impact analysis, buffers only include vegetated areas outside of the developed road prism. Existing structures such as managed road embankments, buildings, and paved or impervious surfaces do not provide functions for adjacent aquatic resources, and were excluded from buffers. Most of the wetland buffers in the project area are limited in width and function due to adjacent structures and paved surfaces. The vegetation in the buffer impact areas is typically dominated by roadside grasses and invasive species such as himalayan blackberry. The buffer area between Wetlands 24.7R-B and 24.7R-C is includes a black cottonwood community in addition to himalayan blackberry. The northern buffer of Wetland 24.7R-C also includes a few Douglas fir trees in addition to black cottonwood. 13 Table 5. Buffer Impacts Summary Impacted Wetland Category Impact Type (ft`) Permanent Temporary 2.6R III 13,226 2,188 24.7R-B 11 270 210 24.7R-C II 20,574 1,900 25.OL III 1,780 430 25.7L III 4,370 1,302 TOTAL f 40,220 6,030 TOTAL (Acres) 0.92 0.14 Mitigation Approach Because wetland and stream impacts could not be avoided, WSDOT will replace wetland and stream area and functions lost through compensatory mitigation. The project proposes to mitigate impacts through on -site restoration and the purchase of mitigation bank credits from the Springbrook Creek Wetland and Habitat Mitigation Bank (Bank). On -site restoration will compensate for temporary impacts to all sensitive areas, and some permanent impact due to replacement of fish passage barrier in the project area. Bank credits will be utilized as compensation for permanent wetland and buffer impacts. These activities are proposed in order to meet regulatory requirements for sensitive area impacts as described below. Regulatory Requirements - As identified in the Governor's Executive Order 8 9- 10 (Protection of Wetlands: "No Net Loss" (Order) and WSDOT Directive 31-12 (Protection of Wetlands Action Plan), WSDOT is required to create or restore wetland area and function at a minimum 1:1 mitigation ratio. In order to meet temporal loss of wetland functions from long-term temporary impacts, Ecology recommends a mitigation ratio of one -quarter of the typical ratio for permanent impacts in addition to restoring the temporary impact on -site. Mitigation for impacts to wetland buffers is regulated by the City of Renton Critical Area Regulations. Impact Rehabilitation - Temporary Wetland and Buffer Impact Restoration - Temporary wetland and buffer impacts will be restored on -site at the impact locations along the project corridor after construction. These areas will be restored to improved conditions with native shrub and/or forested vegetation communities. Final plans and construction details for this restoration work will be produced by the Design -Builder prior to construction. Compensatory Mitigation - Stream Impact Mitigation - Temporary impacts to East Fork Panther Creek are not likely to result in any significant vegetation disturbance. If vegetation is disturbed, native woody species will be installed a minimum of 5 feet apart. The Design -Builder will work with WSDOT to develop a final restoration plan for temporary stream impacts prior to construction. 14 Permanent impacts from fill in Rolling Hills Creek will be mitigated by relocating and enhancing the main channel to the east, and extending it approximately 1,400 feet to the south where it will cross SR 167 through a new, fully fish passable structure. For the purposes of this memo and additional project documentation, the site will be referred to as the Rolling Hills Creek Restoration Site. The proposed location for the Rolling Hills Creek Restoration Site is just east of the existing channel, in a large Category Il wetland complex. The wetlands are confined by SR 167 to the west and a very steep hill to the east. The current Rolling Hills Creek channel in this area runs partially through the wetland, and then behind a berm separating the creek and wetland before entering a culvert under SR 167 at (approximate) milepost 26.08 (Figure 2). Figure 2. Rolling Hills Creek Restoration Site Location A conceptual plan for the Rolling Hills Creek alignment and a planting plan for its restoration are provided in Attachment 3. However, the final configuration of the channel will be determined by the Design -Builder, and approved by WSDOT prior to construction. The basic requirements for the channel re -alignment and associated restoration, which will guide the Design -Builder, are as follows: Create a new Rolling Hills Creek channel that flows from the outlet of Culvert 42 at the northbound (NB) SR 167 on -ramp to NB I-405] to the inlet of a newly constructed fully fish passable structure at (approximately) milepost 25.932 along NB SR 167. 15 o The new channel must be set back a minimum of 25 feet from the relocated Olympic Pipeline for monitoring and maintenance. o Size the new channel appropriately to carry the modeled 2-year flow and should be expected to overtop during heavier storm events. ■ Incorporate Large Woody Debris (LWD) into the channel according to WDFW Stream Habitat Restoration Guidelines (WDFW 2012). ■ Install native vegetation appropriate for the expected site conditions, including trees, on both sides of the channel to provide shading. Woody shrubs and trees species must be planted a minimum 25-feet from the Olympic Pipeline. Rolling Hills Creek Restoration Site - Goals, Objectives, and Performance Standards The goals and performance standards in this memo are to assure the development of a functional, self-sustaining stream restoration site. WSDOT will achieve project mitigation goals and objectives by meeting the stated performance standards within 7 years of construction. Goal — The overall goal of the proposed restoration is to replace stream and riparian functions lost by the permanent impacts to Rolling Hills Creek, while providing a fully fish passable structure under SR 167. Objectives — The specific activities to achieve this goal are: ■ Re -locate and restore a minimum of 520 feet of Rolling Hills Creek. ■ Replace the existing 10-foot wide and 520-foot long segment of Rolling Hills Creek with an 11-foot wide and 1400-foot long (channel length is approximate, based on conceptual design) channel segment that will flow to a fully fish passable stream simulation crossing structure. Enhance riparian function along the new channel by establishing native herbaceous and facultative and wetter woody plants. The Rolling Hills Creek Restoration Site will include riparian vegetation on both sides of the new channel where feasible. The final planting plan will maximize shading and riparian habitat to the greatest extent possible, given the constraints of the site. The final planting plan will be approved by WSDOT prior to construction. 16 Facultative Upland, Facultative, and Facultative Wetland Native Woody Vegetation Performance Standards ■ Year 1 - Cover of native woody species (planted and volunteer) will be at least 25% cover in the forested buffer areas. ■ Year 3- Cover of native woody species (planted and volunteer) will be at least 35% cover in the forested buffer areas. ■ Year 5 - Cover of native woody species (planted and volunteer) will be at least 40% cover in the forested buffer areas. ■ Year 7 - Cover of native woody species (planted and volunteer) will be at least 45% cover in the forested buffer areas. Native Herbaceous and Woody Vegetation Performance Standards ■ Year 1 - Cover of native species (planted and volunteer) will be at least 25% cover in the streambank planting and restoration seeding areas. ■ Year 3- Cover of native species (planted and volunteer) will be at least 35% cover in the streambank planting and restoration seeding areas. ■ Year 5 - Cover of native species (planted and volunteer) will be at least 40% cover in the streambank planting and restoration seeding areas. ■ Year 7 - Cover of native species (planted and volunteer) will be at least 60% cover in the streambank planting and restoration seeding areas. Large Woody Debris (LWD) Performance Standards ■ Year 1— Verify the presence of installed LWD per the contractor -provided As - Built. ■ Year 3 - Document the presence of installed LWD with a count of total pieces and accompanying photographs. Also document recruitment of new LWD. ■ Year 5 - Document the presence of installed LWD with a count of total pieces and accompanying photographs. Also document recruitment of new LWD. ■ Year 7 - Document the presence of installed LWD with a count of total pieces and accompanying photographs. Also document recruitment of new LWD. Noxious and Invasive Weeds Performance Standards Eradication of all occurrences of Class A weeds is required by state law. The Washington State Noxious Weed Control Board or a county weed board may designate certain Class B weeds for control or eradication in regions where they are not yet widespread. 17 Years 1-7—Invasive weedy plant species and Washington State and King County listed noxious weeds will be managed across the site in accordance with the following standards: Noxious Weeds - Washington State -listed or King County -listed Class A weeds observed in any area of the mitigation site must be eradicated. All occurrences shall be immediately reported to the site manager and an eradication program will be initiated within 30 days of the report. King County Regulated Class B and C weeds must be controlled to prevent all seed production and dispersal of all propagative parts capable of forming new plants. King County's list requiring control includes purple loosestrife (Lythrum salicaria), musk thistle (Carduus nutans), and Scotch thistle (Onopordum acanthium). Invasive knotweeds, including Polygonum cuspidatum, P. polystachyum, and P. sachalinense must also be controlled so they do not spread. WSDOT will take extra measures to eradicate purple loostrife and polygonum species. Invasive weeds — In all 7 years, no more than 30% cover by nonnative, invasive plants except: • 20% maximum cover across the entire restoration site for nonnative blackberry species. In addition, invasive species listed in Table 6 and any other species that competes with desirable vegetation will be controlled across the restoration site. Table 6. Non -Native Invasive Species Scientific Name Common Name Cvtisus scoparius Scot's broom Phalaris arundinacea Reed canarygrass Cirsitun arvense Canada thistle Cirsium vulgare Bull thistle Rolling Hills Creek Restoration Site — Monitoring Plan - The site will be monitored for a minimum of seven years. Monitoring procedures will be performed for up to seven years after initial acceptance of the mitigation construction. The site should be evaluated informally the summer following plant installation to evaluate initial survival rates and to document the presence of any non-native invasive species. Report submittals will occur in years 1, 3, and 5, with a final closeout report in year 7. Monitoring reports will be submitted to the City of Renton, WDFW, Ecology, and the USACE, annually for review and comment. WSDOT staff will monitor the site to determine if the performance measures have been met. Successful stream restoration will be measured by attainment of the performance criteria described in this memo. If the performance measures have not been met, adaptive management strategies will be deployed. Monitoring will cease as soon as all performance criteria have been attained. 18 Effective plant installation during construction will be critical to the long-term success of the site. The contractor will be responsible for maintenance and survival for one year following initial planting. Survival will be assessed by WSDOT after initial planting, and the landscape contractor will replace all plantings that do not survive within the first year. The Design -Builder will also reseed any areas of bare soil within the first year. Plant substitutions, if necessary, will be agreed upon by the project biologist and landscape architect. Plants damaged or destroyed by vandalism or wildlife grazing (by waterfowl, rodents, or ungulates) will also require replacement. The landscape contractor will.have the option of protecting the plants from vandalism or herbivore grazing but must replace any dead plants during the guarantee period. Contingency Plan — Rolling Hills Creek Restoration Site - As necessary, contingency measures (i.e., adaptive management options) will be implemented to meet performance measures. Several factors, both man-made and natural, could have a detrimental effect on the success of the stream restoration. No contingency plan can foresee all problems and their solutions. In all cases, if a more effective remedy is identified, it will be considered. Problems related to vegetation include plant mortality, lack of vigor and vitality, and poor growth resulting in low plant cover. These problems can be the result of insufficient maintenance, particularly watering in the first few growing seasons, animal browse, competition from invasive species, flooding, disease, incorrect plant selection, altered site conditions, and vandalism. Contingencies for plant mortality and poor plant cover include: ■ Plant replacement — Additional planting may be required to meet plant survival and plant cover requirements. Plant species will be evaluated in relation to site conditions to determine plant substitutions. ■ Weed control — Control of non-native invasive species may be required to meet survival and plant cover requirements. Weed control methods could include mechanical or hand control, mulching, or herbicide application. ■ Herbivore control — If plant survival or vegetation cover standards are not met because of animal browse, the wildlife responsible will be identified and the appropriate control measure will be employed. This could include plant protection, fence installation, or the use of repellents. ■ Vandalism — To prevent vegetation disturbance from vandalism, fence installation and sensitive area signage may be installed. Long-term Site Management — Rolling Hills Creek Restoration Site - The goal of the proposed stream impact mitigation is to create a functional, self-sustaining system that requires little or no maintenance. WSDOT will regularly maintain the site for a minimum of 7 years, or until all performance criteria are met and the site is closed with the approval of regulatory agencies. After the site is closed out, maintenance will be conducted on an as -needed basis and can include noxious weed control, plant replacement, weeding, mulching, 19 fertilizing, supplemental watering, correcting erosion or sedimentation problems, and trash collection. The first year of plant establishment includes supplemental watering and care of all replacement plants installed during the first year. Compensatory Mitigation — Permanent Wetland and Buffer Impact Mitigation - To fully compensate for unavoidable permanent impacts to wetlands and buffers from the Project, WSDOT proposes to debit wetland mitigation credits from the Springbrook Creek Wetland and Habitat Mitigation Bank. Compensatory mitigation for all permanent wetland and buffer impacts will be accomplished by replacing wetland functions and acreage lost by debiting credits provided at a regulatory approved mitigation bank. Effective June 9, 2008, the USACE (33 Code of Federal Regulations [CFRI Parts 325 and 332), and Environmental Protection Agency (40 CFR Part 230) issued a final rule that establishes a preference for the use of available mitigation bank credits. Since a mitigation bank must have an approved mitigation plan and other assurances in place before any of its credits can be used to offset permitted impacts, some of the risks and uncertainties associated with compensatory mitigation are reduced. Springbrook Bank is a large habitat restoration and wetland re-establishment site located in the city of Renton, WA, Green-Duwamish WRIA 9. The Bank was created to provide compensation for unavoidable impacts to wetlands and other aquatic resources caused by highway construction projects. The implementation of the Bank is intended to increase wetland area and encourage improved hydrologic, water quality, and habitat functions, while facilitating environmental education opportunities along Springbrook Creek in a highly urbanized area. The objectives of the Bank are to re-establish 17.79 acres of wetland, rehabilitate 52.14 acres of wetland, enhance 32.54 acres of wetland, and enhance 7.80 acres of upland and 6.55 acres of riparian upland adjacent to Springbrook Creek for a total of 116.82 acres; the remaining acreage consists of non-credit generating buffers. The inclusion of non-credit generating buffers increases the value of the wetland credits because the presence of the wide buffer areas ensures the protection of wetland functions developed on the interior portion of the site. Purchase of wetland credits includes protection of that credit area by associated buffers, which compensates for any buffer impacts that occur on projects associated with direct wetland impacts. The restoration and enhancement activities have re -connected floodplain wetlands with Springbrook Creek, re-established wetlands, and likely improved water quality, hydrologic, floodplain, habitat, and riparian functions. Additional information on the Bank is available in the Springbrook Creek Wetland and Habitat Mitigation Bank Instrument (MBI) (WSDOT 2006). Proposed Mitigation Credits Credits are the "currency" of the mitigation bank. The value of each credit is equal to its net ecological benefit. For the Springbrook Bank, the value of one credit was developed to be equal in value to 1 acre of Category II wetland. Specifically, the Bank requires the use of 1.0 credit per acre (1:1 ratio) of permanent Category II wetland impacts, 0.85 credits per acre (0.85:1 ratio) of category III, and 0.70 acre for category IV. Credits for Category I wetland impacts do not have a standard ratio, and are issued on a case -by -case basis. There are no Category I wetlands within the project footprint, so none will be impacted. 20 For this project, the number of credits proposed to offset each impact type may deviate from the Bank requirements due to the nature of the impacts. The standard ratio is applied when an impact is occurring due to the installation of roadway elements and the Olympic Pipeline petroleum pipeline. A modified ratio is applied for impacts occurring as a result of conversion from wetlands to stream or impacts that will result in a temporal (as opposed to permanent) loss of wetland functions due to long-term vegetation disturbance. Table 7 summarizes the proposed mitigation credits. The various ratios are based on recommendations from permitting agencies through early project coordination. 21 Table 7. Proposed Springbrook Bank Mitigation Credits A O 9° r Ratio Impact Type (area in acres) Springbrook Credits Re wired q Permanent (road fill and pipeline relocation) Permanent Impact (excavation)B Direct Permanent (Conversion) Indirect Permanent Long -Term Temporary (vegetation disturbance) 24.7R-A 11 1: 1 0.095 0.095 24.7R-A Il 0.25:1 0,089 0.022 24.7R-B II 1: 1 0.683 0.683 24.7R-B II 0.5:1 0.136 0.096 0.116 24.7R-B II 0.25:1 0.403 0.101 24.7R-C II 1:1 0.978 0.978 24.7R-C I1 1:1 0.056u 0.056 24.7R-C II 0.5:1 1.140 0.570 24.7R-C 11 1:1 3.149 3.149 24.7R-C II 0.25:1 0.493 0.123 2.2R-13 IV 0.70:1 0.020 0.014 2.31 R III 0.85:1 0.007 0.006 2.57R III 0.85:1 0.021 0.018 2.6R lI1 0.85:1 0.079 0.067 2.6R I11 0.21:1 0.015 0.003 2.61 R I11 0.85.1 0.030 0.026 25.OL I11 0.85:1 0.093 0.079 25.01- 111 0.21:1 0.067 0.014 25.71- 1II 0.21:1 0.013 0.003 25.91- 1II 0.85:1 0.103 0.088 TOTAL Credits (Acres) 2.109 0.136 1.292 3.149 1.080 6.211 Notes: A) Ratios are proposed by WSDOT, based on recommendations from MAP Team. B) This impact has a reduced ratio applied based on comments from the MAP Team due to impact from grading rather than fill. C) This portion of the permanent conversion impact is mitigated at a 1:1 ratio because it is a wetland impact incurred due to the permanent filling of an equivalent area of Rolling Hills Creek. The remaining portion of the Permanent conversion impact area is mitigated at 0.5:1 as directed by the MAP Team. 22 Credit Aeauisition and Timing Credits have been released from the Springbrook Bank according to Table 4-3 of the MBI, provided that the Springbrook Bank demonstrates success in meeting performance standards. The credit release process, including performance standard milestones, is outlined in Chapter 4 of the MBI. An accounting ledger has been attached to this memo to summarize the credits and debits applied to the Bank since the initial credit release in 2006. According to the ledger, as of April 2014, the bank has over 12 credits available for use by WSDOT (See attachment 2 — Springbrook Credit Ledger. This project, as proposed, will utilize approximately 5 of the available credits. Should the Design -Builder modify the project in a manner that results in a different required credit amount, WSDOT will provide updated impact and mitigation information prior to construction. If impacts are decreased as design is advanced and finalized by the design builder, updated information may be provided to regulatory agencies to serve as the basis for a request to reduce Springbrook Bank credit use. If regulatory agencies approve a request to decrease the number of Springbrook Bank credits used to compensate for project impacts, an adjustment to the ledger total will be made to reflect that approval. Criteria for Usina Bank Credits For a project to use credits from the Springbrook Bank, the wetlands or aquatic resources impacted by the project must be located within the service area and meet the Springbrook Bank's purpose, goal, and objectives. The Project is located entirely within the service area of the Springbrook Bank. In addition, the wetland mitigation needs of the Project correspond with the purpose, goals, and objectives of the Springbrook Bank. Therefore, the Project meets all required criteria for use of Springbrook Bank credits for compensation of unavoidable permanent impacts to wetlands and buffers. 23 References City of Renton. 1992. Renton's Critical Areas Inventory. Prepared by Jones and Stokes. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of Wetlands and Deepwater Habitats of the United States. Publ. # FWS/OBS-79/31. U.S. Fish and Wildlife Service. Ecology (Washington State Department of Ecology). 1997. Washington State Wetlands Identification and Delineation Manual. Publication No. 96-94. Olympia, WA. Washington State Department of Ecology. Hruby, T. 2004. Washington State wetland rating system for western Washington —Revised. Washington State Department of Ecology Publication # 04-06-014. Null, W.S., G. Skinner, and W. Leonard. 2000. Wetland Functions Characterization Tool for Linear Projects. Olympia, WA: Washington State Department of Transportation Environmental Affairs Office. www.wsdot.wa.gov/environment/biology/docs/bpjtool.pdf. Washington State Department of Transportation (WSDOT). 2002. I-405 Corridor Program NEPA/SEPA Final Environmental Impact Statement. Washington State Department of Transportation (WSDOT 2014). 2014. I-405/SR 167 Direct Connector Project, Wetaland and Stream Assessment Report Addendum (Addendum to 2007 Wetland Biology Report). Washington State Department of Transportation (WSDOT). 2006. Springbrook Creek Wetland and Habitat Mitigation Bank: Mitigation Bank Instrument. Final Draft Dated May 31, 2006. Washington State Department of Transportation (WSDOT). 2007. I-405,1-5 to SR 169 Stage 2 Widening and SR 515 Interchange Project: Wetland Biology Report. Draft Dated July, 2007. 24 Attachment I — Impact Plan Sheets 25 T. 23N. R. 5E. W. M. IP7 IPS - IP6 Wetland 2 2A IP4 BEGIN SR 167 t :I I ,L Wetland 25 8L CONSTRUCTION IP3 l':. .3 i:j Wetland 25 7L p Wetland 25 9L -:f Motland 2.2B IP2 Stream 09 SC-25 — j� Wetland 25.OL I pow, Wetland 25.0E \ Wetland 25. 0E ..w olsv N, TREE= -r _ ...� _ t..-..moo.. . �� -- _ I v Wetland 2. 31 R r 24 7C Weba rd `� a Y ^a 74 THUNDER HILLS � THUNDER HILLS MITIGATION — MITIGATION CONSERVATION vVptrand 24 ; C^N SERVATION EASEMENT re ---- Wetland 2.57R EASEMENT Welland 24 7A and 2.61R 1 Wedand 2.6R Weiland 2.7R —74 0 300 600 SCALE IN FEET FILE NAME c:lcaddllblpwlazappe135096 405ph21dms022511167pxl00 Impacts IVM.dgn DATE P.E. STAMP 80. • • • ' • • • w..Nnyan S'T` DMAnmsnr RI r�MPOrtArlon I-405 / SR 167 DIRECT CONNECTOR TIME 3:03:05 PM - DATE 11M312015 PLOTTED BY ozappe - -- _ _ REVISION REG" STATE FED.AID PROJ.NO. No 10 WASH JOB NUMBER XL4282 DATE PdVAM BOX PLAN REF NO U IVM DESIGNED BY A. ZAPPE sNEEr of SHEETS ENTERED BY X. DING CHECKED BY R. THOMAS CONTRACT NO- LOCATION NO. IMPACT VICINITY MAP PROJ. ENGR. R. FENTON REGIONAL ADM. L. ENG DATE BY WETLAND WETLAND WETLAND WETLAND PERMANENT IMPACT LONG-TERM IMPACT PERM. WETLAND IMPACT TEMP. WETLAND IMPACT PERM. CONVERSION IMPACTINDIRECT PERM. IMPACT CLASS SIZE (SF) SIZE (ACRE) WETLAND IMPACT LEGEND TEMPORARY LEGEND WETLAND IMPACT BUFFER IMPACT LEGEND BUFFER IMPACT LEGEND IMPACT LEGEND LEGEND WETLAND IMPACT SQ. FT. (ACRES) ( SQ. FT. _(ACRES) SQ. FT. (ACRES) SQ. FT. (ACRES) _ SQ. FT. (ACRES) SQ. FT. (ACRES) 2.211-A IV 993 0.023 0 0 0 0 0 0 2.2111-8 N 856 0.020 856 (0.020) 0 0 0 0 0 2.31R III 309 0.007 309 (0.007) 0 0 0 0 0 2.57R III 932 0,021 932 (0.021) 0 0 0 0 0 2.6R III 7,764 0.148 3,455 (0.079) 6" (0.015) 13,226 (0.304) 2,188 (0.050) 0 0 2.61R III 1305 0.009 1305 (0.030) 0 - - 0 0 0 0 24.7R III stream -no trees _ 24.7R trees III 24.7R III no trees 24.7R-A II 1,922,748 44.140 4,125 (0.095) 3,860 (0.089) 0 0 0 0 24.7R-B II 420,330 9.649 35,681 (0.819) 17,571 (0.403) 270 (0.006) 210 (0.005) 4,190 (0.096) 0 24.7R-C II 301,960 6.932 42,580 (0.978) 21,460 (0.493) 20,574 (0.472) 1,900 (0.044) 52,100 (1.196) 137,160 (3.149) 25.OL III 180,316 4.139 4,050 (0.093) 2,930 (0.067) 1,780 (0.041) 430 (0.010) 0 0 25.71. III 12,702 0.292 0 547 (0.013) 4,370 (0.100) 1,302 (0.030) 0 0 25.8L III 501,508 11.513 0 0 0 0 0 0 25.9L III 4,499 0.103 4,499 (0.103) 0 0 0 0 0 TOTAL 3,356,222 77.048 97,792 (2.245) 47,016 (1.079) 40,220 (0.923) 6,030 (0,138) 56,290 (1.292) 137,160 (3.149) STREAM STREAMI STREAM PERM. STREAM IMPACT TEMP. STREAM IMPACT TYPE BUFFER IMPACT IMPACT LEGEND LEGEND WIDTH (LF) SQ. FT. (ACRES) x x SQ. FT. (ACRES) East Fork of Panther Creek 100 0 260 (0.060) (09.SC-25.7) Rolling Hills Creek 75 0 0 (09.RH-2.6) Rolling Hills Creek 75 2,420 (0.056) 0 (09.SC-2.8) TOTAL 250 2,420 (0.056) 260 (0.060) NOTES: • WETLAND NOT DELINEATED IN ENTIRETY. WETLAND AREA IS ESTIMATED FILE NAME TIME DATE PLOTTED BY c:loaddllblp 9:22:23 AM 121112015 azappe DESIGNED BY A. ZAPPE ENTERED BY X. DING CHECKED BY R.THOMAS PROJ. ENGR. R. FENTON REGIONAL ADM. L. ENG REVISION 01 DATE BY 5TA FED.AID PROJ.NO. 10 WASH ,o. ra.ac X L4282 CONTRACT MO. LOCATION NO. JURISDICTIONAL AVG. WIDTH (FT) AREA IMPACTED DITCH SQ. FT. (ACRES) D2.21R 7 572 (0.013) D2.6L 8 1,016 (0.023) D2.61L 1 88 (0.002) D2.6R 2 6 (<0.001) PLAN REF NO 1-405 1 SR 167 IP1 • • • • • DIRECT CONNECTOR S„EFT w7vW v. nmem o btr OF DATE DATE IMPACT PLAN S„EFTS ri, nnr eon P.E. aTAr •OII T. 23N. R. 5E. W. M. LEGEND L_ CUT — FILL FILE NAME TIME DATE PLOTTED BY (ENTERED BY CHECKED BY PROD. ENGR. Wetland 250E — -- —— --—— —- — — —y ` --- us ............................................................................ ~ ----- — may���13^'¢"y - y. - _ -------------------w------ --------------------- "------------- - - - -i_ —------------- 110 1109E167� �—�_� AAP 2515 0+00 us z 11085+00 _ TSR167 _ M,P 2510 MP 25.05 - a MP 24.95 SAP 25.00 _ — _ — — — Wetland 24 7R-A ® PERMANENT PERMANENT CENTERLINE WETLAND IMPACT x x STREAM IMPACT A y y ORDINARY HIGH LONG-TERM TEMPORARY TEMPORARY - WATER LINE WETLAND IMPACT A STREAM IMPACT WETLAND BOUNDARY INDIRECT PERMANENT PERMANENT WETLAND NOTE WETLAND BUFFER IMPACT WETLAND IMPACT WETLAND BUFFER 1. FOR WETLAND IMPACT QUANTITIES SEE SHEET IP1. STREAM CENTER LINE TEMPORARY WETLAND STREAM BUFFER BUFFER IMPACT CUT LINE PERMANENT CONVERSION 0 50 100 FILL LINE IMPACT SCALE IN FEET 2:18:13 PM REG M STATE FED.AID PROJ.NO. PUN REF NO 1119=15 azappe 10 WASH J0e NUMBER • • • • ' 1-405 1 SR 167 DIRECT CONNECTOR IP2 A. ZAPPE — XL4282 DATE P2. STAMP Box DATE P.E. STAMP BOA SHEET °f SHEETS X. DING - R. THOMAS cDACT No. LDCATM NO. NTR BY IMPACT PLAN R. FENTON L. ENG REVISION DATE T. 23N. R. 5E. W. M. LEGEND _I OIIYYL CUT — FILL- LE NAME . 11 I I I 1 I 1 1 1 1 1 1 1 -4 1 1 r 1 1 r r r 1 d 1 `` 1\� 1 Wetland 25 OL 1 1 / L_ __—._ ... . . — V �. W +i. N .Y. N +e. +4 +v. r. u. ` — — —.u,—— — — — — —.n.— — "' +A .1. +.,. +u. .� u` .� W "' .u. +A s " .,t„ ... +Y. .'' r. u. LL .u. .�,. "' yt. — — — — — — O +v. O W��—_--_--il`_ u — —� w. �` '�' �`' ,t, .y. ... +v .`' .` �` "`—Y.----•--Y—-----th ----------------'5�------"ti_—• O r O Ot O (r (n +D0 11105+00 _--1— — ------__-- y MP 2 11100+00 w co MP 25 20 � ----------_SR167 T— MP 25 35 z F MP5 MP 25.30 rn = U w z ~ a Wetland 24 7R-A E® ® Y—_____—�,,..4_— — — _ — ---c—-----&—-------r —,4 —— —————s —„--Y® .W. +t--.__.a---- — — — — — — — —.u. .I. W, w � W u., ay, � � '�' 'a` +� � u. �' y` .W. W. +V � � W W, � � �' aW W. rV. W �' W +W +4 � +.. ti a4, �. •A. .Y. � W +x � � � N., �. � � �' .Y. y � � �' W � � � �` 'W r` r � .Y. •W� rW � +Iv +Y. +4.� � +LL W. +4. � � � � a rtc +W +LL +W � +.. +1� PERMANENT +4 +4.� +Y. LL � +4 � � � +W r4 +Y� +L � � +� � +Y� � � +4 •u� � +� � r +Y.� +Y� +lL � � � +4 � r � +W +4� � +iv Y x N 4 �_ ®PERMANENT WETLAND IMPACT x x STREAM IMPACT W W CENTERLINE y ORDINARY HIGH LONG-TERM TEMPORARY TEMPORARY y W W WATER LINEjj\�\\ ! WETLAND IMPACT STREAM IMPACT WETLAND BOUNDARY WETLAND INDIRECT PERMANENT 577 PERMANENT WETLAND WETLAND IMPACT BUFFER IMPACT WETLAND BUFFER TEMPORARY WETLAND STREAM CENTER LINE BUFFER IMPACT STREAM BUFFER CUT LINE PERMANENT CONVERSION FILL LINE _- IMPACT TIME 2:18:44 PM DATE 1llm15 PLOTTED BY azappe REGM sTAT 10 WAS DESIGNED BY A. ZAPPE ENTERED BY X. DING JOB NUMBER XL4282 CHECKED BY R. THOMAS CONTRACT NO. PROD. ENGR. R. FENTON REGIONAL ADM. L. ENG REVISION DATE BY NOTE: 1. FOR WETLAND IMPACT QUANTITIES SEE SHEET IP1. FED.AID PROJ.NO. LOCATION NC 0 50 100 SCALE IN FEET DATE P.E.ETAMP BOA PUN REF NO 1-405 / SR 167 IP3 vielddlelflEm DIRECT CONNECTOR s„EFT — wllM gt n s t. OF • a Tr.n ponat on DATE IMPACT PLAN SHEETS LEGEND 23N. R. 5E. W. M. � ROADWAY CENTERLINES WETLAND" IMPACTx x STREAMS IMPACT I . _ — OHWL ORDINARY HIGH LONG-TERM TEMPORARY TEMPORARY WATER LINE WETLAND IMPACT STREAM IMPACT - - - - - - - - WETLAND BOUNDARY PERMANENT WETLAND"^ INDIRECT PERMANENT WETLAND BUFFER IMPACT WETLAND IMPACT • • • • • • • • • WETLAND BUFFER STREAM CENTER LINE TEMPORARY WETLAND BUFFER IMPACT STREAM BUFFER CUT— CUT LINE PERMANENT CONVERSION IMPACT FLL FILL LINE NOTE 1. FOR WETLAND IMPACT QUANTITIES SEE SHEET IP1. a East Fork Panther Creek - - (Stream 09 SC-25.7) Wetland 25 OL ------s---_------ - - - - -- f _ _ _ ----------------------- - - - - -� --- W �..-----------_---------�^ �-a-a---�---u-------------•---------------m-�---------^--- ----y----' N'_"-------------------------�—.,--'--------------------------"- -r --- CULVERT C72 215+00 11110+00 E167 LINE ----- - -y--T----------------�---- - - --- —T ---------T--- f MP 25 45 MP 25 50 MP 25.55 MP 25,60 NB167 LINE T 315+00 320+00 FILE NAME c:lcaddllblp TIME 2:19:28 PM DATE 11r9r2015 PLOTTED BY azappe DESIGNED BY A. ZAPPE ENTERED BY X. DING CHECKED BY R.THOMAS PROD. ENGR. R. FENTON REGIONAL ADM. L. ENG ML Elm Wetland 24 7R-A 0 50 100 SCALE IN FEET a w w co 0 0 N P1 m z a w z J U H Q REGION •TAT! FED.AID PROJ.NO. PUN REF NO — 10 WAS 1-405 / SR 167 IN jo• DIRECT CONNECTOR S„EET - XL4282 CONT-CT NM L—TION NO YY•sNnyWn Slale OF •Ti G.P.nm.�l .I T,.nspon.lon DATE DATE IMPACT PLAN S„EETS REVISION DATE BY r� aTAE� •oa FE•TA .Gx T. 23N. R. 5E. W. M. Wetland 24.7R-A r t — — — LEGEND PERMANENT X PERMANENT CENTERLINE ® WETLAND IMPACT x STREAM IMPACT ORDINARY HIGH LONG-TERM TEMPORARY TEMPORARY —OHWL WATER LINE WETLAND IMPACT STREAM IMPACT — — — — — — — — WETLAND BOUNDARY PERMANENT WETLAND INDIRECT PERMANENT ALL Au WETLAND ® BUFFER IMPACT WETLAND IMPACT • • • • • • • • • • WETLAND BUFFER STREAM CENTER LINE TEMPORARY WETLAND TEMPORARY STREAM BUFFER BUFFER IMPACT CONSTRUCTION ROAD CUT CUT LINE Vu�PERMANENT CONVERSION IMPACT FILL FILL LINE. FILE NAME c:Icsdd11b1pw1azappe135096 405ph21dms022511167pxI00 Impacts 05.d n TIME 9:59:06 AM RE,°Oi°" STATE DATE 1112512015 10 WASI PLOTTED BY azappe DESIGNED BY A. 7APPE 308 NUMBER XL4282 ENTERED BY X. DING CHECKED BY R. THOMAS COw`x cT M0. PROJ. ENGR. R. FENTON REGIONAL ADM. L. ENG REVISION DATE BY NOTE: Wetland 24.7R-B 1. FOR WETLAND IMPACT QUANTITIES SEE SHEET IP1. 0 50 100 SCALE IN FEET FED.AID PROJ.NO. LOCH, NO. DATE .Ox DATE 1-405 / SR 167 DIRECT CONNECTOR IMPACT PLAN PLAN REF NO IP5 SHEET OF SHEETS 405 Corridor Program �y Wetland 2.2R-B G� .o a c FILL F/fL 4- --� 4- FJaI - v rn SB167 LINE .a m z Q CUT -- --- - --- N MP 26,20 w NB167 LINE z Wetland 2.31R U - _CUt ® - Wetland 24.7R-C \ �GT cut r�r FILE NAME c:lcaddllblp TIME 1:08:41 PM DATE 11/16/2015 PLOTTED BY azappe DESIGNED BY A. ZAPPE ENTERED BY X. DING CHECKED BY R.THOMAS PROJ. ENGR. R. FENTON REGIONAL ADM. L. ENG 1 REVISION h1 r� 07.dgn T. 23N. R. 5E. W. M. - - LEGEND PERMANENT PERMANENT t� ROADWAY CENTERLINES ® WETLAND IMPACT x x STREAM IMPACT OH%ML ORDINARY HIGH ® LONG-TERM TEMPORARY TEMPORARY WATER LINE WETLAND IMPACT A ASTREAM IMPACT -- — — — — —— WETLAND BOUNDARY PERMANENT WETLAND MW INDIRECT PERMANENT au. .v4 AiL WETLAND BUFFER IMPACT WETLAND IMPACT WETLAND BUFFER STREAM CENTER LINE TEMPORARY WETLAND BUFFER IMPACT . • • • • • • • • • • • • STREAM BUFFER -CUT-- CUT LINE PERMANENT CONVERSION FILL FILL LINE IMPACT I Cm 0 , r Z m a 111005+00 Fi' + �C t n o c J LTG -4 4 I O NOTE I 1. FOR WETLAND IMPACT QUANTITIES SEE SHEET IP1. v0 xL70 R\ 4% � 0 50 100 SCALE IN FEET r s I o � t o I 0 1 I I� tV 1{ wI STATE FED.AID PROJ.NO. - 10 IMSH JEW XL4M In LOCATION NO. �// n,P+n a Tr,n,Pon,twn DATE DATE P.E. STAMP BOA PE. STAMP BO[ MP 26.40 PUN REF NO 1-405 / SR 167 IP7 DIRECT CONNECTOR SHEET OF IMPACT PLAN SHEETS T. 23N. R. 5E. W. M. 1. ��` ..... rveg05lINE ® ®®� 00 ® F►t MIT Ae.land 2.57R 1S+00 2 CIO q T ^ F CUP \Fim Wetland 2.61R cur S pox b Wetland 2.6R- 1 LEGEND -� CENTERLINE —OHYVL ORDINARY HIGH WATER LINE - - - - - - - - WETLAND BOUNDARY �UL WETLAND WETLAND BUFFER STREAM CENTER LINE •••••....•••• STREAM BUFFER CUT CUT LINE FILL FILL LINE I ` 1 y Wetland 2.7R--- I � 1 L � I ®PERMANENT WETLAND IMPACT ®LONG-TERM TEMPORARY WETLAND IMPACT PERMANENT WETLAND BUFFER IMPACT TEMPORARY WETLAND BUFFER IMPACT PERMANENT CONVERSION IMPACT 60+00 X X PERMANENT STREAM IMPACT TEMPORARY STREAM IMPACT INDIRECT PERMANENT WETLAND IMPACT t ti D2.61L T 1210+00 DC-C LINE 1210+00 40+00 FILL - FALL-- ------- em hi 5p Wetland 2.82E / / i NOTE 0 50 100 SCALE IN FEET 1. FOR WETLAND IMPACT QUANTITIES SEE SHEET IP1. FILE NAME c:Icaddllblpwlazappe135096_405ph21dms02251\167pxl00_Impacts 08.dgn • • • • • I-405 $R 167 DIRECT CONNECTOR TIME 3:29:57 PM REGION STATE FED.AID PROJ.NO. 10 WASH JOB NUMBER PUN REF NO IP8 DATE 11/16/2015 PLOTTED BY azappe DESIGNED BY A.ZAPPE XL4282 DATE P.E. STAMP BOX DATE P.E.STAMP BOX w, s�T< �I/ O<wro"<,n a T"".P°"'a°" SHEET of SHEETS ENTERED BY X. DING CHECKED BY R. THOMAS CONTRACT W. LOCATION NO. IMPACT PLAN PROJ. ENGR. R. FENTON REGIONAL ADM. L. ENG REVISION DATE BY DEPARTMENT OF COMMUNITY y� {-CITY OOF� AND ECONOMIC DEVELOPMENT Ren l o l 0 PLANNING DIVISION CRITICAL AREA PERMIT DATE OF PERMIT ISSUANCE: LAND USE ACTION FILE NO.: DATE RECEIVED DATE OF PUBLIC NOTICE: EVALUATION FORM & DECISION December 4, 2015 LUA15-000522, CAR July 10, 2015 August 7, 2015 Pursuant to RMC 4-3-050 Critical Areas Regulations, staff recommends that the City of Renton grant a critical areas permit. This action is proposed on the following application: PROJECT NAME: WSDOT 1-405/SR 167-Direct Connector Project PROJECT MANAGER: Clark H. Close, Senior Planner APPLICANT/CONTACT: Rob Thomas / WSDOT / 600 108th Ave NE / Bellevue, WA 98004 PROJECT LOCATION: SR 167/1-405 Interchange LEGAL DESCRIPTIONS: 1-405 MP 2.32 to 3.96 and SR 167 MP 24.80 to 26.26 SECTIONS 17, 19, 20, and 30 OF TWN 23N R 5E, SEC-TWN-R: W.M. APPLICABLE MASTER PROGRAM: City of Renton PROPOSAL DESCRIPTION: The applicant, Washington State Department of Transportation (WSDOT) Northwest Region, is requesting a Critical Areas Permit for the 1-405/SR 167 Interchange - Direct Connector Project. The project would include the construction of a new direct connector ramp for a high occupancy vehicle (HOV)/express toll lane (ETL) in each direction between SR 167 south leg high occupancy toll (HOT) lanes and 1-405 north leg HOV lanes. Included is reconstructing sections of 1-405 and SR 167 to open up the medians to make room for the new direct connector ramp; constructing a new HOV/ETL structure between SR 167 and 1-405; widening/replacing the 1-405 bridge over SR 515 (Bridge Number 405/016); installing sign bridges; installing ITS and tolling; installing and replacing noise walls; constructing storm water management facilities; constructing new retaining walls, modifying and replacing existing stream crossing(s) at SR 167 and 1-405 to improve fish passage; relocating and enhancing the channel for Rolling Hills Creek in order to provide better in -stream and riparian function; and relocating portions of East Valley Highway and S 14th Street. The Project is also part of the overall 1-405 Tukwila to Renton Improvement Project that includes consideration of existing fish barriers within the project limits. City of Renton Department of Community & Economic Development Critical Areas Permit WSDOT 1-405/SR 167-Direct Connector Project LUA15-000522, CAR DATE OF PERMIT: December 4, 2015 Page 2 of 26 Completion of this work would require construction of embankments, ramps, overpasses, noise walls, drainage systems, stormwater detention and treatment facilities, water mains, sanitary sewer mains and a fish passable stream crossing. In addition to the highway infrastructure, a petroleum pipeline must be relocated out of the SR 167 and 1-405 widening areas for the Direct Connector Project and future 1-405 and SR 167 projects. Project details are located in the Joint Aquatic Resources Permit Application (DARPA) form. Construction could start in 2016 and be completed in 2018 based on state funding. The project would utilize the Design Build method of delivery. The estimated cost of construction is 200,000,000 dollars. The project seeks to provide both short-term and long- term benefits, including but not limited to, improving travel speeds, improving traffic flow and safety, and improving water quality conditions. The subject site area along SR-167, that is not within road right-of-way (ROW), is zoned R-1 (Exhibit 1). There are 419 trees surveyed within the project area, all of which are either within the proposed ROW (84) or within critical areas (335). The project area includes sixteen (16) wetlands and two (2) streams, and would permanently impact 12 wetlands along the corridor totaling approximately 6.77 acres and four (4) associated wetland buffers. The project would also permanently impact one stream (Rolling Hills Creek), and temporarily impact another (East Fork Panther Creek). WSDOT would replace wetland and stream area and functions lost through compensatory mitigation. [Aims I`► S01"t1WIF A Notice of Availability for the 1-405, Tukwila to Renton Improvement Project (1-5 to SR 169 - Phase 2) SEPA Determination of Nonsignificance and Adoption of Existing Environmental Documentation was published on April 4, 2008. The applicant is requesting a Critical Area Permit from the City of Renton for the Washington Department of Transportation (WSDOT) 1-405/SR 167 Interchange Direct Connector Project. 3. The project is located in the Water Resource Inventory Area (WRIA) 9 Duwamish- Green and WRIA 8 Cedar-Sammamish; however, the bulk of the project work occurs in the Springbrook Creek sub -basin of Water Resource Inventory Area (WRIA) 9. 4. There are three (3) tributaries to Springbrook Creek that occur within the project vicinity — Thunder Hills Creek, Rolling Hills Creek and East Fork of Panther Creek. 5. Rolling Hills Creek (Stream 09.SC2.8) flows from its headwaters southeast of the junction of 1-405 and Talbot Road, Rolling Hills Creek eventually flows northward between Talbot Road and S Puget Drive and into the study area approximately 200 City of Renton Department of Community & Economic Development Critical Areas Permit WSDOT 1-405/SR 167-Direct Connector Project LUA15-000522, CAR DATE OF PERMIT: December 4, 2015 Page 3 of 26 feet south of 1-405. From this intersection, Roiling Hills Creek flows through a series of culverts under several commercial parking lots to where it ultimately daylights on the north side of 1-405 into an open channel between 1-405 and a parking lot associated with several local businesses including the Renton Cinema 8 and Triton Tower One. The creek then flows southerly in a culvert under the 1-405/SR 167 Interchange, into an open channel that runs parallel to the NB SR 167 to NB 1-405 ramp for approximately 520 feet, under SR 167 and local streets, then eventually outlets to Springbrook Creek. During high flow events, a portion of the flow from the section of Rolling Hills Creek between 1-405 and the Renton Cinema 8 parking lot is directed into an overflow culvert that also flows southerly under the 1405/SR 167 Interchange, before daylighting in the Panther Creek Wetlands (W 24.7R-A, B, and Q. This stream contains no ESA -listed fish but potentially has resident fish including sculpin, three-spined stickleback, cutthroat trout, as well as coho salmon. Between Culver 42 and 76, the existing Rolling Hills Creek channel runs along the east side of SR 167 collecting flows from a relatively small area including the undeveloped wooded Talbot Hill slope and wetland areas. The creek is characterized as a narrow channel (approximately 10 feet wide) with the SR 167 roadway embankment on the west side and wetland area on the east. 7. The East Fork of Panther Creek (09.SC-25.7) flows out of the Panther Creek Wetlands near MP 25.66 through a fully fish passable culvert (constructed by WSDOT in 2012) under SR 167. After flowing under SR 167 and East Valley Road, Panther Creek enters a large wetland complex west of East Valley Road containing forested vegetation. The creek continues through this wetland to where it flows into Springbrook Creek approximately 2,300 feet to the west. The east fork of Panther Creek has a limited stream buffer, mostly established by WSDOT as part of a previous project. This creek may be used by coho and Chinook salmon and cutthroat as rearing habitat because of its association with Springbrook Creek. 8. Proposed steelhead critical habitat is not within the action area for the Direct Connector Project. 9. There are 16 wetlands in the Direct Connector Project vicinity. The majority of them are small, palustrine scrub -shrub and emergent wetlands with limited habitat value or hydrologic function. The smaller wetlands in the project area tend to be dominated by herbaceous species or shrubs, while the larger ones have multiple plant community types. 10. The highest quality wetlands are Wetlands 24.7R-A, B, and C (Panther Creek Wetlands). The wetland complex is divided into three units by berms with cross culverts running through them. This wetland complex is over sixty acres in size and includes forested zones, as well as some permanently ponded areas dominated by aquatic bed vegetation. Common herbaceous vegetation includes reed canarygrass City of Renton Department of Community & Economic Development Critical Areas Permit WSDOT 1-405/SR 167-Direct Connector Project LUA15-000521, CAR DATE CF PERMIT: December 4, 2015 Page 4 of 26 (Pholoris orundinaceo), cattails (Typha latifolio) and soft rush (Juncus effuses). Shrub -dominated areas typically include Sitka willow (Solix sitchensis), redosier dogwood (Corpus stolonifera) and large stands of Himalayan blackberry (Rubus armeniocus). The remaining wetlands tend to be small and confined by adjacent impervious surfaces. 11. Wetland 2.2R-B and 2.3111 are small depressions in roadside ditches. Wetlands 2.5711 and 2.6111 are spring -fed slope wetlands in a roadside ditch along a residential street. Wetland 2.31 is dominated by roadside grasses and receives hydrology SR 167 runoff. Wetland 2.211-13 is located in a deep ditch along the 1-404 off ramp to southbound SR 167 and contains a few shrubs, with a blackberry understory extending over the wetland from the steep embankments. Wetlands 25.OL and 25.7L are linear features adjacent SR 167 that provide drainage for adjacent paved surfaces. They typically have shrubby communities of alder and willow with intermittent pockets of herbaceous vegetation at the lowest elevations (ditch bottom). Himalayan blackberry is dominant in the buffers (and extending into the wetlands) of most of the wetlands in the project vicinity. Wetland 2.6R is located just south of 1-405 near Talbot Road, It is a small depressional wetland with steep sides dominated by Himalayan blackberry. The wetland includes a stand of shrubs on the west side and reed canarygrass at the lowest points. 12. The Panther Creek Wetland complex and surrounding forested upland is one of the largest unbroken habitat patches in the urban parts of greater Seattle. The area provides foraging and dispersal habitat for many migratory birds, and presumably could be suitable for yellow -billed cuckoos. However, yellow -billed cuckoos tend to avoid noisy areas, making it unlikely they would pass through this site. The project is just a mile south of the Renton Municipal Airport and includes some of the most travelled highways in the state. 13. None of the wetland areas are known to be occupied by listed fish, amphibian, or other vertebrate species. 14. There is no proposed Oregon spotted frog critical area habitat within the project action area. 15. The Rolling Hills Creek crossing under SR 167 at Mile Post 26.08 is presumed to have been constructed in 1964 as part of the original SR 167 embankment grading contract prior. The crossing consists of a 3 foot by 4 foot box culvert (Culvert 76) and has been identified as a partial fish barrier, due to high velocities during peak flow conditions, by the Washington State Department of Fish and Wildlife (WDFW) and WSDOT Environmental Services Office (ESO). 16. To comply with federal permanent injunction number C70-9213, dated March 29, 2013, Washington State Department of Transportation (WSDOT) is proposing to City of Renton Department of Community & Economic Development Critical Areas Permit WSDOT 1-405/5R 167-Direct Connector Project LUA15-000522, CAR DATE OF PERMIT: December 4, 2015 Page 5 of 26 include a fish passable structure at State Route 167 at Milepost (MP) 25.93 for Rolling Hills Creek. 17. WSDOT evaluated the three (3) fish passage design options and concluded that the best design alternative was to use the "stream simulation" methodology, The project would replace the existing 3 foot by 4 foot, 265 foot long concrete box culvert, sloping down from east to west at 1.75 percent, with a minimum 14.7-foot wide opening through an elliptical arch pipe. The new fish passable structure would provide a safe roadway for the traveling public. The final design would be determined by the Design -Builder contractor during final design and would assure that there is no rise in the floodplain. 18. The downstream end of the box culvert connects into the City of Renton's 60-inch diameter storm drain system located west of SR 167, which runs under East Valley Road and SW 19th Street for approximately 3,200 feet to the outlet into Springbrook Creek. 19. Springbrook Creek conveys to the Black River Pump Station where flows are typically pumped into the Green River ("Conveyance" condition). 20. The Rolling Hills Creek and Thunder Hills Creek watershed drains 925 acres (1.45 sq. mi.) The maximum basin elevation is 400 feet and the mean basin elevation is approximately 250 feet. 21. The Panther Creek Wetlands complex, located east of SR 167, is rated as Category II wetland according to the Washington State Wetland Rating System for Western Washington, and a Category I based on the City of Renton Critical Areas Ordinance. The wetland upstream of Culvert 76 serves as floodplain storage for the channel. Replacement of Culvert 76 with a larger structure has a high likelihood of permanently altering the hydrology of the wetlands. The hydrology is currently maintained by impoundment of runoff by SR 167 and a series of culverts that equalize water levels across the berms that are oriented perpendicular to the highway. The excavation of the channel and connection to the new fish passable structure is expected to result in hydrological changes to a large portion of the wetland. The site is expected to drain more readily through the new culvert which would result in shorter periods of inundation across the wetland throughout the year. Over time, the upper portions of the wetland, above the 16' elevation, may no longer receive sufficient hydrology to support wetland vegetation. 22. The permanent loss of wetland area and functions would be mitigated off -site, utilizing credits from the approved Springbrook Mitigation Bank. 23. The proposed Culvert C76 replacement and Rolling Hills Creek channel extension would improve fish passage by: 1) Eliminating the partial fish barrier under the SR City of Renton Deportment of Community & Economic Development Critical Areas Permit WSDOT 1-40S/SR 167-Direct Connector Project LUA25-000522, CAR DATE OF PERMIT. December 4, 2015 Page 6 of 26 167 highway, 2) Extending the length of channel within the northern section of the Panther Creek Wetland complex, and 3) Replacing the existing SR 167 culvert crossing with a new fish passable structure designed with stream simulation methodology (Exhibit 13). 24. The proposed new fish passable structure would be constructed on a very flat gradient to match the channel section upstream and the future channel section downstream. 25. In addition to the connection to the SW 19th Street storm drainage system, the Project would reconstruct two 36-inch culverts through an existing utility berm (south of Culvert 76 on the east side of SR 167) that connects to Panther Creek wetland to the south. The culverts through the utility berm (to the south) assure that the hydrology is preserved in the wetland to the south of the new channel. 26. The conceptual design plan would relocate/restore the Rolling Hills Creek, starting from the south ends of Culvert Nos. 42 and 44 (Exhibit 4), and extending to the east end of the proposed new fish passible culvert crossing SR 167. The new stream would have an 11-foot wide and 1,400-foot long channel segment (channel length is approximate, based on conceptual design) and would be located mostly within the existing wetland on the east side of SR 167 (Exhibit 2). 27. The proposed Rolling Hills Creek channel through the proposed fish passable structure is designed to mimic the channel geometry and match the hydraulic characteristics in the existing channel. The proposed 0.27 percent sloped channel is preliminarily designed as a 5-foot bottom width and an 11-foot bank full (2-year flow) width which then transitions into the existing slopes. 28. The preliminary design would maintain three existing facilities constructed as a result of the 1-405, 1-5 to SR 169 Stage 1 Widening Project (Renton Stage 1) and 405, 1-5 to SR 169 Stage 2 Widening & SR 515 Interchange Project (Renton Stage 2) without significantly changing their contributing areas of function. Three new detention facilities would provide the additional flow control needed to mitigate the project, including: two detention ponds (i.e. SE Quadrant Detention Pond and Renton Village Detention Pond), and one detention vault (i.e. SW 23rd Street Vicinity Detention Vault). 29. Stormwater facilities for this project would maintain the peak flow rate of stormwater runoff at baseline present day conditions or better as mandated by the HRM for a range of storms from 50 percent of the 2-year up through the 50-year recurrent storm event. 30. The direct effects associated with the project would include filling wetlands, streams, and associated buffers. Approximately 6.77 acres of wetland would be City of Renton Department of Community & Economic Development Critical Areas Permit WSDOT 1-405/SR 167-Direct Connector Project LUA15-000522, CAR DATE OF PERMIT: December 4, 2015 Page 7 of 26 permanently impacted and an additional 1.01 acres would be temporarily impacted (Exhibit 6). The functions provided by the aquatic resources being impacted would continue to be provided by Rolling Hills Creek, wetlands and associated buffers. 31. The project would create approximately 7.36 acres of new pollutant generating impervious surfaces (PGIS), approximately 19 percent over current conditions. The vast majority of runoff from new PGIS would flow into media filter drain treatment facilities, then detention ponds, and eventually Rolling Hills Creek. 32. A gas pipeline, that runs parallel to SR 167, would be relocated approximately 200 feet to the east, to remain outside the paved roadway of SR 167 through all remaining construction phases. A temporary gravel service road (includes a permanent access ramp) would be located above the relocated gas pipeline as part of the initial construction work. Public and private roadways are considered an allowed activity in wetlands and buffers within a shoreline jurisdiction, provided the criteria of RMC 4-3-090D.2.d.ix.b can be satisfied. 33. The project would include the relocation of portions of the City of Renton's water mains to accommodate the Rolling Hills Creek channel and fish passage culvert improvements. 34. There is a tall noise wall located between S 14th Street and northbound 1-405, which reduces freeway traffic noise that affects local residents. This section of 1-405 north of S 14th Street would be shifted to the south in order to accommodate the takeoff point of the new flyover ramp along southbound 1-405, and to keep the alignment forward compatible with the final build -out of the corridor, which would ultimately include one additional lane in each direction on 1-405. The shift of 1-405 to the south also precipitates the need to relocate S 14th Street, some local residences, and the noise wall. Through outreach and collaboration with local residents as part of the National Environmental Policy Act (NEPA) process, it was determined that residents in the area preferred that a visual barrier remain between 1-405 and their homes. In order to accommodate this request, the project proposes construct an earthen berm in an east/west alignment from Morris Ave South to near Talbot Road/SR 515. The location of the berm requires the placement of fill within Wetland 2.6R. A corrugated metal pipe would be placed under the berm to maintain drainage of the area toward Rolling Hills Creek to the north. The fill would impact over ninety percent of the entire wetland area, so the remaining area is also considered a permanent impact, resulting in the total loss of Wetland 2.613, a 0.18-acre Category III depressional wetland. 35. Because wetland and stream impacts could not be avoided, WSDOT would replace wetland and stream area and functions lost through compensatory mitigation. The project proposes to mitigate impacts through on -site restoration and the purchase of mitigation bank credits from the Springbrook Bank. Bank credits would be City of Renton Department of Community & Economic Development Critical Areas Permit WSDOT IA05/SR 167-Direct Connector Project LUA15-000521, CAR DATE OF PERMIT: December 4, 2015 Page 8 of 26 utilized as compensation for permanent wetland and buffer impacts. 36. The project would require the relocation of the existing sewer line in S 14th Street to be shifted approximately one-half block to the south within the proposed new alignment for S 14th Street. Stantec completed a Talbot Hill Alternatives Analysis Report, dated October 14, 2015 for the project. The change in location would make it difficult to continue to use the existing 1-405 sewer crossing at Shattuck Avenue South. Three different alternative sewer main configurations were devised and analyzed. Each alternative was evaluated based on eight project goals, including cost, schedule, level of service, environmental impact, easements, operations and maintenance, constructability/risk, and forward compatibility with WSDOT's long range master plan. According to the report, the most desirable alternative was determined to be Alternative No. 2 — Relocate the sewer from S 14th Street and redirect the sewer to flow by gravity to Smithers Ave South, and install a new trenchless sewer crossing under 1-405 at the extension of Smithers Ave S. The sewer crossing would be encased in an oversized casing throughout the WSDOT right-of-way. 37. The Alternative No. 2 alignment remains almost completely with the proposed S 14th St right-of-way, so the alignment should not cause any additional environmental impacts. However, if the contractor decides to use pipe ramming to cross 1-405, the noise level generated from the hammer may cause noise impacts. Sound barriers could be used to dampen the noise, if necessary. 38. Construction noise would extend a maximum distance of one mile from the immediate work area before attenuating to background levels. 39. As identified in the Governor's Executive Order 89-10 (Protection of Wetlands: "No Net Loss" (Order) and WSDOT Directive 31-12 (Protection of Wetlands Action Plan), WSDOT is required to create or restore wetland area and function at a minimum 1:1 mitigation ratio. 40. A Finding of No Significant Impact (FONSI) and Final Section 4(f) Evaluation by the Federal Highway Administration (FHWA), in accordance with 23 CFR 771.121, was submitted with the application, as prepared by Washington State Department of Transportation (WSDOT), dated July 2008. 41. A Wetland and Stream Assessment Report Addendum was submitted with the application, prepared by 1-405 Design -Build Office Environmental Services, dated December 2014 (updated on November 2015). 42. A 2007 Biological Assessment and a 2015 Biological Assessment Update was submitted with the application, prepared by Washington State Department of Transportation 1-405 Project Team 1-405 Design -Build Office Environmental City of Renton Deportment of Community & Economic Development Criticol Areas Permit WSDOT 1-405/SR 167-Direct Connector Project LUA15-000522, CAR DATE OF PERMIT: December 4, 2015 Page 9 of 26 Services, dated June 2007 and May 2015, respectively. 43. A Geotechnical Baseline Report was submitted with the application, prepared by WSDOT Geotechnical Office, dated January 22, 2015. 44. A Geotechnical Information for Environmental Permit Application was submitted with the application, prepared by WSDOT Geotechnical Office, dated February 9, 2015. 45. A Preliminary Basis of Fish Barrier Mitigation Design Memorandum was submitted with the application, prepared by WSDOT, dated March 2015. 46. A Preliminary Drainage Report and Hydraulic Summary ("JARPA Attachment 13") was submitted with the application, prepared by WSDOT. 47. JARPA Sheets (Exhibit 3) were submitted with the application, prepared by WSDOT, dated June 4, 2015 (updates July 15, 2015, November 17, 2015 and November 25, 2015). 48. A Preliminary Hydraulic Design Analysis for Rolling Hills Creek Realignment was submitted with the application, prepared by WSDOT, dated January 2015. 49. A Wetland Mitigation Bank Use Memorandum was submitted with the application, prepared by WSDOT, dated May 21, 2015 (updates November 16, 2015 and November 30, 2015). 50. A Revision to Talent Ditch Report was submitted with the application, prepared by WSDOT, dated November 17, 2015. 51, A Rolling Hills Creek Restoration Conceptual Plan "Planting Plan" was submitted with the application, dated November 10, 2015. 52. The site is located in a seismic hazard area, in an area with identified protective and sensitive slopes, moderate and high landslide hazards, high erosion hazards, Rolling Hills Creek, East Fork Panther Creek, wetlands, moderate coal mine hazards, and a flood hazard area; no other critical areas exist on -site. 53. Comments were received from Karen Walter with the Muckleshoot Indian Tribe Fisheries Division (Exhibit 14); and staff responded on September 15, 2015 (Exhibit 15). No other agency or public comments were received. 54. Representatives from various city departments have reviewed the application materials to identify and address issues raised by the proposed development. These comments are contained in the official file, and the essence of the comments have been incorporated into the appropriate sections of this report and are City of Renton Department of Community & Economic Development Critical Areos Permit WSDOT 1-405/SR 167-Direct Connector Project LUA15-000521, CAR DATE OF PERMIT: December 4, 2015 Page 10 of 26 attached to this report (Exhibit 18). 55. The proposed replacement of existing utility systems would be considered a replacement and/or rehabilitation of existing utilities and would be permitted outright in Table 4-3-050C.3 Exemptions — Critical Areas and Buffers. 56. The following table contains project elements intended to comply with the Critical Areas Regulations and policies, as outlined in RMC 4-3-050: CRITICAL AREA REGULATIONS CRITERA: J A. COMPREHENSIVE PLAN COMPLIANCE AND CONSISTENCY, CRITICAL AREA ELEMENT: Critical areas are defined as wetlands, aquifer recharge areas, fish and wildlife habitat, frequently flooded, and geologically hazardous areas regulated by the City of Renton's Critical Areas Ordinance. Sustainability recognizes that natural systems are essential to providing both economic needs and quality of life and that actions of today have an impact on the environment which impacts the future. The quality of Renton's land, air, and water affect the health and resiliency of everyone in the community. The proposal is compliant with the following goal: Goal L-P: Minimize adverse impacts to natural systems, and address impacts of past practice where feasible, through leadership, policy, regulation, and regional coordination. Goal L-U: Preserve, protect, and enhance the quality and functions of the City's sensitive areas including: lakes, rivers, major and minor creeks, intermittent stream courses and their floodplains, wetlands, ground water resources, wildlife habitats, and areas of seismic and geological hazards. Goal L-V: Protect the natural functions of 100 year floodplains and floodways to prevent threats to life, property, and public safety associated with flooding hazards. B. ALTERATIONS TO CRITICAL AREAS: The subject site is classified as a Critical Area on the City of Renton (COR) Map. Stream relocation may be allowed when analyzed in an accepted stream or lake assessment. The following criteria and conditions to the proposal must be met: 1. Administrative Approval of Stream Relocation (RMC 4-3-050J.2.e) J Stream relocation may only be permitted if associated with (RMC 4-3-050J.2.e.i): (a) A public flood hazard areas reduction/habitat enhancement project approved by appropriate state and/or federal agencies; or (b) Expansion of public road or other public facility improvements where no feasible alternative exists; or City of Renton Department of Community & Economic Development Critical Areas Permit WSDOT I-405/SR 167-Direct Connector Project LUA15-000522, CAR DATE OF PERMIT: December 4, 2015 Page 11 of 26 (c) A public or private proposal restoring a water body and resulting in a net benefit to on -site or off -site habitat and species. Staff Comment: The applicant submitted 12 documents (Findings of Fact (FOF) 40- 51), including a Finding of No Significant Impact (FONSI) and Final Section 4(f) Evaluation by the Federal Highway Administration (FHWA), in accordance with 23 CFR 771.121, with the application, as prepared by Washington State Department of Transportation (WSDOT), doted July 2008. These reports concluded that the proposed project would improve public road safety, reduce congestion, and add travel capacity. The proposed action includes planning to minimize harm resulting from the project. Based on the provided information, staff believes there is no other feasible alternative to achive the intended purpose of the project. 2. Conditions applicable to stream relocation (RMC 4-3-050J.2.e.ii.a) Compliant if condition Of approval is met Buffer widths shall be based upon the new stream location; provided, that the buffer widths may be reduced or averaged if meeting criteria of subsection I or J of this Section. Where minimum required buffer widths are not feasible for stream relocation proposals that are the result of activities pursuant to criteria in this subsection J, other equivalent on- or off -site compensation to achieve no net loss of riparian function is provided. Staff Comment: The project, as proposed, is expected to result in temporary and permanent impacts to wetlands, streams, and buffers. The project would have permanent impacts to one stream (Rolling Hills Creek, a Type F stream), and would temporarily impact another (East Fork Panther Creek, a Type F stream). Rolling Hills Creek would be permanently filled for highway widening in the southeast corner of the 1-405/SR 167 interchange. The applicant is proposing a permanent impact of 2,420 square feet (0.06 acres) and a temporary impact of 260 square feet (0.01 acres). Stream types are defined by the Washington State Deportment of Natural Resources. Type F streams are those that are known to be used by fish, or meet the physical criteria to be potentially used by fish. Fish streams may or may not have flowing water all year, they may be perennial or seasonal. Rolling Hills Creek is a Type F stream. Type F streams have a minimum critical area buffer width of 115 feet and 15 foot structure setback beyond the required buffer. The project would also permanently impact 0.92 acres of Category 1I and Category 111 wetlands and temporarily impact 0.14 acres to portions of five (5) wetlands (2.6R, 24.7R-B, 24.7R-C, 25.OL, and 25.7L (Exhibit 7). Where wetland and stream buffers overlapped, priority was given to wetland buffers. The only portion of the project where stream buffers were not overlapped by wetland buffers is along the day - lighted section of Rolling Hills Creek running east to west along the southbound 1-405 lanes. Because no impacts are expected in that location, all impacted buffers reported for the project were defined as wetland buffers. Existing structures such as City of Renton Department of Community & Economic Development Critical Areas Permit WSDOT 1-405/SR 167-Direct Connector Project LUA15-000522, CAR DATE OF PERMIT: December 4, 2015 Page 12 of 26 managed road embankments, buildings, and paved or impervious surfaces do not provide functions for adjacent aquatic resources, and were excluded from buffers. Most of the wetland buffers in the project area ore limited in width and function due to adjacent structures and paved surfaces. The vegetation in the buffer impact areas is typically dominated by roadside grosses and invosive species such as Himalayan blackberry. As indicated in the Biological Assessment (May 2015), the impacts to wetlands, streams, and buffers are not expected to measurably affect ESA -listed species due to a lock of species presence. The functions provided by the aquatic resources being impacted would continue to be provided by adjacent wetlands and buffers, and Rolling Hills Creek would be relocated to the east and restored to provide better instreom and riparian function than is currently present. Because wetland and stream impacts could not be avoided, WSDOT is proposing to replace wetland and stream area functions lost through compensatory mitigation. The project proposes to mitigate impacts through on -site restoration and the purchase of mitigation bank credits from the Springbrook Bank. On -site restoration would compensate for temporary impacts to all sensitive areas, and some permanent impact due to replacement of fish passage barrier in the project area. Bank credits would be utilized as compensation for permanent wetland and buffer impacts. This project is proposing to utilize the "Design -Build" method of delivery, meaning that all of the impacts and corresponding mitigation discussed in the reports are based on low-level conceptual project design, which would be refined and finalized by a Design -Build contractor prior to construction. As identified in the Governor's Executive Order 89-10 (Protection of Wetlands: "No Net Loss" (Order) and WSDOT Directive 31-12 (Protection of Wetlands Action Plan), WSDOT is required to create or restore wetland area and function at a minimum 1:1 mitigation ratio. In order to meet temporal loss of wetland functions from long-term temporary impacts, Ecology is recommending a mitigation ratio of one -quarter of the typical ratio for permanent impacts in addition to restoring the temporary impact on -site. In any event, mitigation for impacts to wetland buffers would be regulated by the City of Renton Critical Area Regulations (RMC 4-3-050). Temporary wetland and buffer impacts would be restored on -site to improved conditions with native shrub and/or forested vegetation communities at the impact locations along the project corridor after construction. Final plans and construction details for this restoration work would be produced by the Design -Builder prior to construction. Temporary impacts to East Fork Panther Creek are not likely to result in any significant vegetation disturbance. if vegetation is disturbed, native woody species would be installed a minimum of 5 feet apart. The Design -Builder would work with WSDOT to develop a final restoration plan for temporary stream impacts prior to City of Renton Department of Community & Economic Development Critical Areas Permit WSDOT 1-405/SR 167-Direct Connector Project LUA15-000522, CAR DATE OF PERMIT: December 4, 2015 Page 13 of 26 construction. The applicant is proposing to mitigate the permanent impacts from fill in Rolling Hills Creek by relocating and enhancing the main channel to the east, and extending it approximately 1,400 feet to the south where it would cross SR 167 through a new, fully fish passable structure. Due to the proposed relocating and enhancing the main channel staff recommends, as a condition of approval, that the applicant shall purchase City -owned property and/or a permanent easement over the City's property within the Panther Creek Wetlands needed for construction of the project including the Rolling Hills Creek channel improvements and the WSDOT proposed 15- foot fish passable culvert under SR 167 that would connect to the City's SW 19th Street storm system. WSDOT shall be responsible for the maintenance in perpetuity of the constructed Rolling Hills Creek channel, the fish passable culvert under SR 167 and the culvert connection to the City's SW 19th Street storm system, up to the point of connection to the City's SW 19th Street storm system. Likewise, the applicant would also be responsible for the relocation of the culvert within the City's right-of- way, if required. WSDOT would also be required to remove the portion of the culvert in the City's right-of-way that connects to the City storm system along East Valley Highway and reconstruct all relocated City water lines and other infrastructure in the City's right-of-way that would be impacted by WSDOT's construction of the culvert if the WSDOT culvert connection constructed in City right-of-way is no longer needed. A planning level cost estimate for relocation of existing 16-inch City water line within SR-167 ROW at SW 19th Street is available upon request. A conceptual plan for the Rolling Hills Creek realignment and a planting plan for its restoration have been provided by WSDOT. However, the final configuration of the channel would be determined by the Design -Builder, and approved prior to construction. The basic requirements proposed by the applicant for the channel re- alignment and associated restoration, which would guide the Design -Builder, ore as follows: ■ Create a new Rolling Hills Creek channel that flows from the outlet of Culvert 42 at the northbound (NB) SR 167 on -ramp to NB 1-405] to the inlet of a newly constructed fully fish passable structure at (approximately) milepost 25.932 along NB SR 157. ■ The new channel must be set back a minimum of 25 feet from the relocated Olympic Pipeline for monitoring and maintenance. ■ Size the new channel appropriately to carry the modeled 2-year flow and should be expected to overtop during heavier storm events. ■ Incorporate Large Woody Debris (LWD) into the channel according to WDFW Stream Habitat Restoration Guidelines (WDFW 2012). City of Renton Deportment of Community & Economic Development Critical Areas Permit WSDOT 1-405/SR 167-Direct Connector Project LUA15-000511, CAR DATE OF PERMIT: December 4, 2015 Page 14 of 26 ■ Install native vegetation appropriate for the expected site conditions, including trees, on both sides of the channel to provide shading. Woody shrubs and trees species must be planted a minimum 25 feet from the Olympic Pipeline. The City supports an alternative design that would extend the Rolling Hills Creek channel improvements to the south and connect to the Panther Creek fish passable culvert under SR 167 that was installed by WSDOT in 2012, at approximately SW 23rd Street. However, there would be additional improvements needed to the downstream section of Panther Creek west of SR 167 to improve the existing culverts to be fish passable and to accommodate the increased flow from the Rolling Hills Creek basin in order to implement the City's preferred alternative. The City does not currently have the funds, estimated to be $6 million, to make the preferred alternative improvements west of SR 167 along the SW 23rd Street alignment. The identified Panther Creek alternative alignment could be implemented in the future when funding is available or as mitigation for a future WSDOT project. The City has submitted an application to the Fish Barriers Removal Board to improve the Panther Creek culvert crossing of East Valley Highway and will seek future funding opportunities to implement the City's preferred Panther Creek alternative to improve fish passage to the east side of SR 167 for both Panther Creek and Rolling Hills Creek instead of attempting to convert the SW 19th Street 60-inch storm system to be fish passable. As a result of the relocation of the main channel of Rolling Hills Creek to the east, the City of Renton water mains would also need to be relocated. Therefore, as a condition of approval, staff is recommending that in order to accommodate the Rolling Hills Creek channel and fish passage culvert improvements, WSDOT's selected Design -Build contractor shall be required to prepare the City water main relocation design for review and approval by the City Water Utility prior to granting permission to start construction of the water main relocation. 3. On -Site Mitigation: On -site mitigation is required unless a finding is made that on -site mitigation is not Compliant feasible or desirable. if Staff Comment: Because wetland and stream impacts could not be avoided and in condition Of order to compensate for the loss of wetland and stream resources within the Project approval area per requirements of the U.S. Army Corps of Engineers (Corps) Section 404 is met permit and the Washington State Department of Fish and Wildlife (WDFW) Hydraulic Project Approval (HPA), WSDOT is proposing to replace wetland and stream area functions through compensatory mitigation. Because wetland and City of Renton Deportment of Community & Economic Development Critical Areas Permit WSDOT 1-405/SR 167-Direct Connector Project LUA15-000522, CAR DATE OF PERMIT: December 4, 2015 Page 15 of 26 stream impacts could not be avoided, staff is recommending that any fill occurring within the FEMA 100-year regulated flood plain be mitigated in accordance with the City's floodplain compensatory storage requirements. Compensatory storage required within the Panther Creek wetlands along the east side of SR 167 shall be based on the 1995 FEMA regulated floodplain elevation of 16.00 (NGVD 29)/19.58 (NA VD 88). The project proposes to mitigate impacts through on -site restoration and the purchase of mitigation bank credits from the Springbrook Bank. The Springbrook Bank was constructed to compensate for aquatic resource impacts in anticipation of future projects along the 1-405 and SR 167 corridors, including the Direct Connector Project. On -site restoration would compensate for temporary impacts to all sensitive areas, and some permanent impact due to replacement of fish passage barrier in the project area. Springbrook Bank credits would be utilized as compensation for permanent wetland and buffer impacts. This project is proposing to utilize the "Design -Build" method of delivery, meaning that all of the impacts and corresponding mitigation discussed in the reports are based on low-level conceptual project design, which would be refined and finalized by a Design -Build contractor prior to construction. The applicant has indicated that the overall goal of the proposed mitigation is to replace stream and riparian functions lost by the permanent impacts to Rolling Hills Creek, while providing a fully fish passable structure under SR 167. WSDOT would achieve project mitigation goals and objectives by meeting the stated performance standards within 7 years of construction (Exhibit 9). The specific activities to achieve this goal are as follows: ■ Re -locate and restore a minimum of 520 feet of Rolling Hills Creek. ■ Replace the existing 10 foot wide and 520 foot long segment of Rolling Hills Creek with an 11 foot wide and 1400 foot long (channel length is approximate, based on conceptual design) channel segment that would flow to o fully fish passable stream simulation crossing structure (Exhibit 10). ■ Enhance riparian function along the new channel by establishing native herbaceous and facultative and wetter woody plants. The Rolling Hills Creek Restoration Site would include riparian vegetation on both sides of the new channel where feasible. The final planting plan would maximize shading and riparian habitat to the greatest extent possible, given the constraints of the site. The final planting plan would be approved by WSDOT prior to construction. See attached performance standards for more information. City of Renton Department of Community & Economic Development Critical Areas Permit WSDOT 1-405/SR 167-Direct Connector Project LUAIS-000522, CAR DATE OF PERMIT: December 4, 2015 Page 16 of 26 Monitoring procedures would be performed for up to seven (7) years after initial acceptance of the mitigation construction. Report submittals would occur in years 1, 3, and 5, with a final closeout report in year 7. Monitoring reports would be submitted to the City of Renton, WDFW, Ecology, and the USACE, annually for review and comment. WSDOT staff would monitor the site to determine if the performance measures and success standards have been met. If the performance measures or success standards have not been met, adoptive management strategies would be deployed to achieve the final success standards. Monitoring has been proposed by WSDOT to cease as soon as all success standards have been attained. However, Renton Municipal Code (RMC) 4-3-050L.3 requires that all compensatory mitigation projects be monitored for a period necessary to establish that performance standards have been met, but generally not for a period less than five (5) years. Therefore, staff recommends, as a condition of approval, that the applicant shall submit final restoration and monitoring plans for Rolling Hills Creek, for review and approval by the Current Planning Project Manager, monitoring reports shall be submitted to the City for a period not less than five (5) years and quarterly for the first vear. 4. Off -Site Mitigation: Off -site mitigation may be allowed when located within the same drainage sub - basin as the subject site and if it achieves equal or improved ecological functions over mitigation on the subject site. Staff Comment: To fully compensate for unavoidable permanent impacts to wetlands and buffers from the Project, WSDOT proposes to debit wetland mitigation credits from the Springbrook Creek Wetland and Habitat Mitigation Bank. Compensatory mitigation for all permanent wetland and buffer impacts would be accomplished by Compliant replacing wetland functions and acreage lost by debiting credits provided at a if regulatory approved mitigation bank. Effective June 9, 2008, the USACE (33 Code of condition Federal Regulations [CFR] Parts 325 and 332), and Environmental Protection Agency Of (40 CFR Part 230) issued a final rule that establishes a preference for the use of approval available mitigation bank credits. Since a mitigation bank must have on approved is met mitigation plan and other assurances in place before any of its credits can be used to offset permitted impacts, some of the risks and uncertainties associated with compensatory mitigation are reduced. Springbrook Bank is a large habitat restoration and wetland re-establishment site located in the city of Renton, WA, Green-Duwamish WRiA 9. The Bank was created to provide compensation for unavoidable impacts to wetlands and other aquatic resources caused by highway construction projects. The implementation of the Bank is intended to increase wetland area and encourage improved hydrologic, water City of Renton Department of Community & Economic Development Critical Areas Permit WSDOT 1-405/SR 167-Direct Connector Project LUA15-000522, CAR DATE OF PERMIT: December 4, 2015 Page 17 of 26 quality, and habitat functions, while facilitating environmental education opportunities along Springbrook Creek in a highly urbanized area. The Project is located entirely within the service area of the Springbrook Bank and the wetland mitigation needs of the Project correspond with the purpose, goals, and objectives of the Springbrook Bank. The objectives of the Bank are to re-establish 17.79 acres of wetland, rehabilitate 52.14 acres of wetland, enhance 32.54 acres of wetland, and enhance 7.80 acres of upland and 6.55 acres of riparian upland adjacent to Springbrook Creek for a total of 116.82 acres; the remaining acreage consists of non-credit generating buffers. The inclusion of non-credit generating buffers increases the value of the wetland credits because the presence of the wide buffer areas ensures the protection of wetland functions developed on the interior portion of the site. Purchase of wetland credits includes protection of that credit area by associated buffers, which compensates for any buffer impacts that occur on projects associated with direct wetland impacts. The restoration and enhancement activities have re -connected floodplain wetlands with Springbrook Creek, re-established wetlands, and likely improved water quality, hydrologic, floodplain, habitat, and riparian functions. Credits are the "currency" of the mitigation bank. The value of each credit is equal to its net ecological benefit. For the Springbrook Bank, the value of one credit was developed to be equal in value to 1 acre of Category Il wetland. Specifically, the Bank requires the use of 1.0 credit per acre (1:1 ratio) of permanent Category iI wetland impacts, 0.85 credits per acre (0.85:1 ratio) of category Ill, and 0.70 acre for category 1V. Credits for Category I wetland impacts do not have a standard ratio, and are issued on a case -by -case basis. There are no Category i wetlands within the project footprint, so none would be impacted. For this project, the number of credits proposed to offset each impact type may deviate from the Bank requirements due to the nature of the impacts. The standard ratio is applied when an impact is occurring due to the installation of roadway elements and the Olympic Pipeline petroleum pipeline. A modified ratio is applied for impacts occurring as a result of conversion from wetlands to stream or impacts that would result in a temporal (as opposed to permanent) loss of wetland functions due to long-term vegetation disturbance. The Project meets all required criteria for use of Springbrook Bank credits for compensation of unavoidable permanent impacts to wetlands and buffers. Table 7, Proposed Springbrook Bank Mitigation Credits, summarizes the proposed mitigation credits to compensate for 8.238 acres of wetland impacts. The table indicates that the number of Springbrook credits required would be 5.238 (Exhibit 8). WSDOT is proposing to utilize approximately five (5) of the more than 12 credits available in the Wetland Mitigation Bank to compensate for the wetland impacts City of Renton Department of Community & Economic Development Critical Areas Permit WSDOT 1-405/SR 167-Direct Connector Project LUA15-000522, CAR DATE OF PERMIT: December 4, 2015 Page 18 of 26 based on recommendations from permitting agencies through early project coordination. Because the project is Design -Build, the project may be modified in o manner that results in a different required credit amount. WSDOT is proposing to provide updated impact and mitigation information prior to construction. if impacts are decreased as design is advanced and finalized by the Design -Builder, updated information may be provided to regulatory agencies to serve as the basis for a request to reduce Springbrook Bank credit use. Should the regulatory agencies approve a request to decrease the number of Springbrook Bank credits used to compensate for project impacts, an adjustment to the ledger total may be made to reflect that approval. Therefore, staff recommends, as a condition of approval, that wetland impacts be mitigated utilizing the City's replacement ratios and code requirements, if they are more stringent than the U.S. Army Corps of Engineers (USACE) requirements. As WSDOT is proposing to use the City/WSDOT Springbrook Bank credits for mitigation associated with wetland impacts resulting from the WSDOT 1-4051SR-167 Direct Connector Project, the City, as co -manager of the Wetland Bank, must concur with the debit of credits, prior to approval by the USACE Wetland Bank Oversight Committee. 5. Mitigation Type In all cases, mitigation shall provide for equivalent or greater biological functions. Additionally, there shall be no net loss of riparian area or shoreline ecological function resulting from any activity or land use occurring within the regulated buffer area. Types of mitigation include: daylighting, removal of impervious surfaces and in -stream mitigation. Daylighting (returning to open channel) of streams or removal of manmade salmonid migration barriers. Staff Comment: The permanent impact of 0.06 acres (and 520 linear feet) of Rolling Hills Creek would be mitigated on -site with the re -aligning of the creek and subsequent restoration. The low flow channel on the restoration site would be approximately 11 feet wide and 1400 feet long, resulting in a significant increase in open channel and riparian habitat along Rolling Hills Creek. See also FOF 56B for more information. 6. Development Standards No proposal shall result in a loss of critical area functions or values. If the application of these provisions would deny all reasonable use of the property, the applicant may apply for a variance as identified in RMC 4-9-250. Setbacks and buffers from critical area buffers: Type F streams require a 115-foot buffer width and an additional 15-foot structure NSA setback beyond the buffer. Critical Area Buffers and Structure Setbaks form Buffers (Table 4-3-050G.2): City of Renton Department of Community & Economic Development Critical Areas Permit WSDOT 1-405/SR 167-Direct Connector Project LUA15-000521, CAR DATE OF PERMIT: December 4, 2015 Page 19 of 26 Critical Area Category or Critical Area Buffer Width Structure Setback Type beyond Buffer Wetlandsb Low Impact Land Uses:' High Moderate Low All Other Habitat Habitat Habitat Scores Function Function Function (8-9 points) (5-7 points) (3-4 points) Category 1 175 ft. — Bogs & Natural Heritage Wetlands 15 ft. Category 1 175 ft. 125 ft. 75 ft. 75 ft. — Al I Others Category II 150 ft. 100 ft. 75 ft. n/a Category III 100 ft. 75 ft. 50 ft. n/a Category IV 40 ft. n/a All Other Land Uses: High Moderate Low All Other Habitat Habitat Habitat Scores Function Function Function (8-9 points) (5-7 points) (3-4 points) Category I 200 ft. — Bogs & Natural Heritage Wetlands 15 ft. Category 1 200 ft. 150 ft. 115 ft. 115 ft. —All Others Category II 175 ft. 150 ft. 100 ft. n/a Category 111 125 ft. 100 ft. 75 ft. n/a Category IV 50 ft. n/a Footnotes: City of Renton Department of Community & Economic Development Critical Areas Permit WSDOT 1-405/SR 167-Direct Connector Project LUA15-000512, CAR DATE OF PERMIT: December 4, 2015 Page 20 of 26 6. Areas that are functionally and effectively disconnected from the wetland by a permanent road or other substantially developed surface of sufficient width and with use characteristics such that buffer functions are not provided shall not be counted toward the minimum buffer unless these areas can be feasibly removed, relocated or restored to provide buffer functions. 7. Low intensity land uses include but are not limited to the following: unpaved trails, low intensity open space (hiking, bird -watching, preservation of natural resources, etc.) and utility corridor without a maintenance road and little or no vegetation management. Staff Comment: The Critical Areas Regulations, Table 4-3-050G.2 establishes development standards for critical areas based on category or type. Completion of this work would require construction of embankments, ramps, overpasses, noise walls, drainage systems, stormwater detention and treatment facilities, water mains, sanitary sewer mains and a fish passable stream crossing. In addition to the highway infrastructure, a petroleum pipeline must be relocated out of the SR 167 and 1-405 widening areas for the Direct Connector Project and future 1-405 and SR 167 projects. Furthermore, pursuant to RMC 4-3-050C.3 "Exemptions — Critical Areas and Buffers," indicate exempt activities within critical areas and associated buffers, such as roods and utilities where critical area and required buffer impacts are minimized and disturbed areas shall be restored. The Project, as proposed, is expected to result in temporary and permanent impacts to wetlands, streams, and buffers. Impacts to wetlands were avoided and minimized to the greatest extent feasible, including adjustment of the project footprint. Since this project includes widening, ramp construction, and fish passage improvement, some impacts were unavoidable. Since no inner median exists within much of the project area, all widening must occur to the outside of the existing roadway shoulders. As a result, some of the affected wetlands would be completely filled, while others would be partially filled. The affected wetlands are along the right-of- way and/or within the median and could therefore not be avoided or minimized due to roadway design standards. All temporarily disturbed areas (vegetation that is cut and no other disturbance occurs during construction) would be restored. The majority of affected wetlands are of low quality and are dominated by non-native invasive species, such as reed conarygross, bentgross, and blackberry. Several avoidance and minimization options still existed and were utilized in the preliminary design. The primary method of minimization is the use of over steepened slopes. Because most of the proposed embankments include Media Filter Drains (MFD), the proposed slopes are a combination of 4:1 where the MFD are proposed, and then steepened to 2:1 from there. A summary of avoidance and minimization measures is provided in Table 2 (Exhibit 5). Compliant Flood Hazard Areas: Flood hazard areas are defined as the land in the floodplain if subject to one percent (1%) or greater chance of flooding in any given year. condition Encroachments, including fill, new construction, substantial improvements, and Of other development are prohibited unless certification by a registered professional City of Renton Department of Community & Economic Development Critical Areas Permit WSDOT I-405/511 167-Direct Connector Project LUA25-000522, CAR DATE OF PERMIT: December 4, 2015 Page 21 of 26 approval engineer demonstrates through hydrologic and hydraulic analyses performed in Iis met accordance with standard engineering practice that: (a) Encroachments shall not result in any increase in flood levels during the occurrence of the base flood discharge; and (b) There are no adverse impacts to the subject property or abutting or adjacent properties; and (c) There are no higher flood elevations upstream; and (d) The impact due to floodway encroachment shall be analyzed using future land use condition flows. Staff Comment: The City of Renton's Municipal Code (RMC) 4-3-050 Critical Areas Regulations, backed by Executive Order 11988 Floodplain Management, require zero -rise in floodplain elevations due to construction projects. The Federal Emergency Management Agency (FEMA) found that no adverse effects to any 100- year floodplains or floodways would occur as a result of the proposed project. Analyses would be performed prior to placing fill to confirm that adequate mitigation has been provided. Because of this, FHWA found that no adverse effects to any 100- year floodplains or floodways would occur as a result of the proposed project. The preliminary estimates indicated that the project would create floodplain volume up to 80,828 cubic yards at elevations 12 to 19.58 (Exhibits 11 and 12). Therefore, staff recommends, as a condition of approval, that WSDOT's Design -Build contractor shall provide a basin hydrologic and hydraulic analysis and complete a Level 3 downstream analysis of the City's SW 19th Street storm system as required in the City adopted 2009 KCSWDM and amendments from the point of connection to the SW 19th Street storm system to the ordinary high water mark of Springbrook Creek prior to construction. The backwater analysis would need to account for tailwater conditions in Springbrook Creek, including the 100-year FEMA floodploin elevation. The Level 3 downstream analysis would need to be based upon the final design proposed by the WSDOT Design -Build contractor and developed utilizing parameters and assumptions agreed upon by the City to verify that there will not be any downstream or upstream flooding impacts in the street or adjacent properties that connect to the SW 19th Street storm system as a result of the project improvements. Impervious area impacts: Staff Comment: The Tukwila to Renton Project would add approximately 58 acres of new impervious surface. Stormwater from 154 acres of new and existing impervious area would be treated by the project for both water quality and flow control. New stormwater facilities would maintain existing flows by detaining stormwater (for half of the 2-year through 50-year storm events) prior to discharge. Water quality would be improved by routing stormwater through treatment facilities prior to discharge. This project would not degrade flow patterns or water quality from existing City of Renton Department of Community & Economic Development Critical Areas Permit WSDOT 1-405/SR 167-Direct Connector Project LUA15-000511, CAR DATE OF PERMIT: December 4, 201S Page 22 of 26 conditions. The Federal Highway Administration (FHWA) has found that the project L I would have no adverse effects to surface water flows or water quality. 7. Use Regulations: a. Utilities Local utility services needed to serve water -dependent and other permitted uses within critical areas and associated buffers are subject to standards for ecological protection and ensure that activities do not threaten public safety, cause nuisances, or destroy or degrade critical area functions and values. Modifications to existing regional stormwater management facilities operated and maintained under the direction of the City Surface Water Utility that are designed consistent with the current version of the Washington State Department of Ecology Wetlands and Stormwater Management Guidelines or meeting equivalent objectives. New utility lines and facilities may be permitted to cross water bodies in accordance with an approved stream/lake study, if they comply with the following criteria: i. Fish and wildlife habitat areas shall be avoided to the maximum extent possible; and ii. The utility is designed consistent with one or more of the following methods: (a) Installation shall be accomplished by boring beneath the scour depth and hyporheic zone of the water body and channel migration zone; or (b) The utilities shall cross at an angle greater than sixty (60) degrees to the Compliant centerline of the channel in streams or perpendicular to the channel centerline; or if (c) Crossings shall be contained within the footprint of an existing road or utility condition crossing; and 0f approval iii. New utility routes shall avoid paralleling the stream or following a down -valley is met course near the channel; and iv. The utility installation shall not increase or decrease the natural rate of shore migration or channel migration; and v. Seasonal work windows are determined and made a condition of approval; and vi. Mitigation criteria of RMC 4-3-050L are met. Staff Comment: Staff recommends, as a condition of approval, that utilities shall be located and designed to avoid natural, historic, archaeological or cultural resources to the maximum extent feasible and mitigate adverse impacts where unavoidable. If any cultural resources are found all construction activity shall stop and the City of Renton Department of Community & Economic Development Critical Areas Permit WSDOT 1-405/SR 167-Direct Connector Project LUA15-000522, CAR DATE OF PERMIT: December 4, 2015 Page 23 of 26 owner/developer shall immediately notify the City of Renton planning department, concerned Tribes' cultural committees, and the Washington State Department of Archeology and Historic Preservation. CONCLUSIONS: The proposed development is consistent with the following findings pursuant to RMC section 4-3-050: A proposed action meets alternative administrative standards pursuant to this Section and the proposed activity results in no net loss of regulated riparian area or shoreline ecological function in the drainage basin where the site is located if submitted plans are followed and the conditions of approval are met. Stream relocation may be allowed when analyzed in an accepted stream assessment, and when the expansion of public road or other public facility improvements where no feasible alternative exists. 3. The activity will be conducted using best management practices as specified by industry standards or applicable Federal agencies or scientific principles if submitted plans are followed and the conditions of approval are met. 4. Impacts will be minimized and disturbed areas will be immediately restored if submitted plans are followed and the conditions of approval are met. 5. Both on -site and off -site mitigation will be provided for this project if submitted plans are followed and the conditions of approval are met. 6. Compensatory mitigation projects will be monitored for a period necessary to establish that performance standards have been met, but generally not for a period less than five (5) years, if submitted plans are followed and the conditions of approval are met. 7. The cooperative agreement between the City of Renton and WSDOT for the 1-405 — SR 167 Interchange Direct Connector Project will serve as the surety device ensure performance consistent with RMC 4-1-230 (Exhibits 15 and 17). DECISION: The Critical Areas Permit and Critical Areas Exemptions are approved subject to the following conditions: 1. The applicant, Washington State Department of Transportation (WSDOT) Northwest Region, shall purchase City -owned property and/or a permanent easement over the City's property within the Panther Creek Wetlands needed for construction of the project including the Rolling Hills Creek channel improvements and the WSDOT proposed 15-foot fish passable culvert under SR 167 that will connect to the City's SW 19th Street storm system. WSDOT shall be responsible for the maintenance in perpetuity of the constructed Rolling Hills Creek channel, the fish passable culvert under SR 167 and the culvert connection to the City's SW 19th Street storm system, up to the point of connection to the City's SW 19th Street storm system. City of Renton Department of Community & Economic Development Critical Areas Permit WSDOT 1-405/SR 167-Direct Connector Project 1UA15-000522, CAR DATE OF PERMIT: December 4, 2015 Page 24 of 26 2. The City water mains that have to be relocated, at WSDOT's expense, to accommodate the Rolling Hills Creek channel and fish passage culvert improvements shall be designed and constructed to City Water Utility standards and meet City requirements for maintenance and access. WSDOT shall require the selected design -build contractor to prepare the City water main relocation design for review and approval by the City Water Utility prior to granting permission to start construction of the water main relocation. WSDOT shall be responsible for the relocation of the culvert within the City's right-of- way, if required by the City. WSDOT is also required to remove the portion of the culvert in the City's right-of-way that connects to the City storm system along East Valley Highway and reconstruct all relocated City water lines and other infrastructure in the City's right-of-way that will be impacted by WSDOT's construction of the culvert if the WSDOT culvert connection constructed in City right-of-way is no longer needed. 4. Prior to construction, the WSDOT design -build contractor shall provide a basin hydrologic and hydraulic analysis and complete a Level 3 downstream analysis of the City's SW 19th Street storm system as required in the City adopted 2009 KCSWDM and amendments from the point of connection to the SW 19th Street storm system to the ordinary high water mark of Springbrook Creek. The backwater analysis will need to account for tailwater conditions in Springbrook Creek, including the 100-year FEMA floodplain elevation. The Level 3 downstream analysis will need to be based upon the final design proposed by the WSDOT design -build contractor and developed utilizing parameters and assumptions agreed upon by the City to verify that there will not be any downstream or upstream flooding impacts in the street or adjacent properties that connect to the SW 19th Street storm system as a result of the project improvements. 5. Wetland impacts shall be mitigated utilizing the City's replacement ratios and code requirements, if more stringent than the U.S. Army Corps of Engineers (USACE) requirements. As WSDOT proposes to use the City/WSDOT Springbrook Creek Wetland and Habitat Mitigation Bank (Springbrook Bank) credits for mitigation associated with wetland impacts resulting from the WSDOT 1-405/SR-167 Direct Connector Project, the City, as co -manager of the Wetland Bank, must concur with the debit of credits, prior to approval by the USACE Wetland Bank Oversight Committee. 6. Any fill occurring within the FEMA 100-year regulated flood plain as a result of the project must be mitigated in accordance with the City's floodplain compensatory storage requirements. Compensatory storage required within the Panther Creek wetlands along the east side of SR 167 shall be based on the 1995 FEMA regulated floodplain elevation of 16.00 (NGVD 29)/19.58 (NAVD 88). 7. The City's Trails Master Plan identifies the Panther Creek Wetlands as an area desirable for passive recreational opportunities — specifically a trail system that will connect into the Springbrook Trail. The project shall not preclude the possibility of such a trail being built within the Panther Creek Wetlands in the future. City of Renton Department of Community & Economic Development Critical Areas Permit WSDOT 1-405/SR 167-Direct Connector Project LUA15-000522, CAR DATE OF PERMIT: December 4, 2015 Page 25 of 26 8. The applicant shall submit final restoration and monitoring plans for Rolling Hills Creek, for review and approval by the Current Planning Project Manager, monitoring reports shall be submitted to the City for a period not less than five (5) years and quarterly for the first year. 9. Utilities shall be located and designed to avoid natural, historic, archaeological or cultural resources to the maximum extent feasible and mitigate adverse impacts where unavoidable. If any cultural resources are found all construction activity shall stop and the owner/developer shall immediately notify the City of Renton planning department, concerned Tribes' cultural committees, and the Washington State Department of Archeology and Historic Preservation. DATE OF DECISION ON LAND USE ACTION: SIGNATURE: Jenni er He" "icing, Planning Nrector Department of Community & Economic Development I'L gF ul Date APPEALS: Appeals of Administrative Critical Areas Permit issuance must be filed in writing to the Hearing Examiner on or before 5:00 p.m. December 18, 2015. RECONSIDERATION: Within 14 days of the decision date, any party may request that the decision be reopened by the approval body. The approval body may modify his decision if material evidence not readily discoverable prior to the original decision is found or if he finds there was misrepresentation of fact. After review of the reconsideration request, if the approval body finds sufficient evidence to amend the original decision, there will be no further extension of the appeal period. Any person wishing to take further action must file a formal appeal within the 14-day appeal time frame. EXPIRATION: Unless a different time period is specified in the critical area permit, construction activities, or a use or activity, for which a permit has been granted, must be commenced within two (2) years of the effective date of this critical area permit, or the critical area permit shall terminate, and a new permit shall be necessary. However, the Planning Division may authorize a single extension for a period not to exceed one year based on reasonable factors, if a request for extension has been filed with the Planning Division before the expiration date, and notice of the proposed extension is given to parties of record and the Washington State Department of Ecology. DEFINITION OF COMMENCEMENT OF CONSTRUCTION ACTIVITIES: the construction applications must be submitted, and permits must be issued before the end of the two (2) year period. City of Renton Department of Community & Economic Development Critical Areas Permit WSDOT 1-405/SR 167-Direct Connector Project LUA15-000522, CAR DATE OF PERMIT: December 4, 2015 Page 26 of 26 Attachments: Project Exhibits 1-18 cc Rob Thomas / Applicant/Contact Linda Cooley / WSDOT Karen Walter / Muckleshoot Indian Tribe Fisheries Division Greg Zimmerman / Public Works Administrator Vicki Grover / Plan Review City of Renton Official File 0. EXHIBITS Project Name: WSDOT 1-405/SR 167-Direct Connector Project Date of Permit Issuance I Staff Contact Project Number: LUA15-000522, CAR Project Contact/Applicant 12/4/15 Clark H. Close Rob Thomas, WSDOT Senior Planner 600 108th Ave NE Bellevue, WA 98004 Project exhibits: Exhibit 1 Exhibit 2 Exhibit 3 Exhibit 4 Exhibit 5 Exhibit 6 Exhibit 7 Exhibit 8 Exhibit 9 Exhibit 10 Exhibit 11 Exhibit 12 Exhibit 13 Exhibit 14 Exhibit 15 Exhibit 16 Exhibit 17 Exhibit 18 Project Location SR 167/1-405 Interchange Project Area Map Rolling Hills Creek Restoration Site Location (Figure 2) 1ARPA Sheets (Sheets 1-20) Existing Culverts in the Project Vicinity (Figure 1) Avoidance and Minimization Measures (Table 2) Wetland Impacts Summary (Table 3) Buffer Impacts Summary (Table 5) Proposed 5pringbrook Bank Mitigation Credits (Table 7) Facultative Upland, Facultative, and Facultative Wetland Native Woody Vegetation Performance Standards Rolling Hills Creek Restoration Conceptual Plan 1995 Flood Insurance Rate Map (FIRM) Floodplain Storage Impact Volumes Rolling Hills Creek Fish Barrier Retrofit (dated April 2015) Muckleshoot Indian Tribe Fisheries Division Comments: Walter Response Letter to Muckleshoot Indian Tribe Fisheries Division Cooperative Agreement — Design and Construction Cooperative Agreement — City of Renton Project Coordinator Advisory Notes to Applicant CITY • opt r o,� entonQfNt�a Lake Washington N 1,4061SR 167 Direct Connector Project Area WRIA e WRIA 9 SR DOD SR 955 SR 169 Proposed Stream I dos Renton Restoration Site SR 1 Figure 1. Project Area Map. Rolling Hills Creek AEast Fork Panther Creek Springbrook Creek Springbrook Creek Wetland Miigation Ba EXHIBIT 1 T. 23N. R. 5E. W.M. PROJECT LOCATION END PROJECT 1-405 MP. 3.96 NB405 1272+82.10 LAT 470 29'0.65" N LONG 1220 11'48.74" W WASHINGTON STATE 1-4051SR 167 INTERCHANGE DIRECT CONNECTOR PROJELIC" VICINITY MAP STREAM SHEETS East Fork of Panther Creek 5 (09.SC-25.7) Rolling Hills Creek 8, 11, 15, 09.SC-2.8 16 17 JURISDICTIONAL DITCH SHEETS D2.21 R 12 D2.22R 12 D2.6R 17 D2.6L 19 19 D2.61 L 13NSF a ]8 405 17 a 9 Si5 �P 19 405 r SHEET 19 ROLLING HILLS SHEET 15 CREEK SHEET 11 —ROLLING HILLS CREEK RESTORATION SITE (PROPOSEI) SHEET 8 SHEET 6 7 M r WETLAND SHEETS :D' -------------- I------_ _ 2.2R-A 13 SH L�� 2.2R-B 13 2.31R 15.16 �1 SW 27TH STI 1 W 2.5711 17 2.61R 17 4 1 =1 2.6R 19 ---- 2.7R 19 24.7R-A 2, 3, 5, 6 - r 24.7R-B 6,8 167 L 24.7R-C 8, 11, 15, 16 SPRINGBROOK-it 25.OL 2, 3, 5 MITIGATION w SR 167 MP. 24.80 25.7L 6 SITES E 167 11075+06.33 25.8L 6,8 ;-------- (EXIS ING) w 25.9E 8 LAT 470 26'47.12" N i LONG 1220 12'58.26" W EAST FORK ------------- ------------- - w` PANTHER Sw 41ST ST - CREEK DATUM / 31 32 g�z � NAD 83/91 (HORIZONTAL) 0 1000 2000 7 NAVD 88 (VERTICAL) SCALE IN FEET PROJECT: 1-4051SR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 PURPOSE: ROADWAY IMPROVEMENTS APPLICANT: WSDOT PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION: I- SISR767 INTERCHANGE, RENTON, WA NEAR: RENTON SR 167 MP 24.80 TO MP 26.26, 1--405 MP 2.32 TO MP 3.96 WATER BODY: ROLLING HILLS CREEK 6 WETLANDS DATUM: HORIZONTAL: NAD 83 /91. VERTICAL: NAVD 88 ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 11/252015 BEGIN PROJECT I/ Washington State Department of Transportation SHEET: 1 OF: 20 T. 23N. R. 5E. W.M. LEGEND L__- ROADWAY CENTERLINE —OHWL_ ORDINARY HIGH 1 9 1 9 1 1 1 1 1 1 1 WATER LINE WETLAND BOUNDARY I 1 1 11 1 1 1 # ! 1 1 AIL AIL • i `. WETLAND 1 111 I I Ln • • • • • • • • WETLAND BUFFER N 1 ,1 11 1 1 1 1 1 1 1b PROPOSED STREAM 1191 9 9 I CENTER LINE Q. ,1 1 1 11 1 1 9 1 1 9 1 t— EXISTING STREAM II 1 11 1 11 1 1 1 1 1 1 1 CENTER LINE ••••••• STREAM BUFFER I 1' 1 1' I1 1 11 1 1 1 1 1 1 1 CUT— CUT LINE FILLFILL LINE 91 1 1 1 i I 111 1 11 1 1 1 1 1 1 1 EXISTING DRAINAGE CULVERT I! 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 PROPOSED DRAINAGE CULVERT 5 I I •11 -ST— — sr — ST — 1 I1 1 1 1 1 1 1 EXISTING DITCH r II�I I 1 1 9 i 1 9 1 1 1 1 1 1 1 1 1 PROPOSED DITCH I I I I 1' 1 I1 1 1 1 1 1 1 1 PERMANENT JURISDICTIONAL I 11 1 h ( DITCH IMPACT � 1 ����� 1 7 31 1 1 i d 1 d! 9 — RIGHT OF WAY � I l , I 1 11 9 1 1 1 1 1 1 1 EXISTING EDGE OF PAVEMENT jT c PROPOSED EDGE OF PAVEMENT ! I I A 11 1 1 1 1 1 1 1 1 sr -- EXISTING STORM DRAIN 1 1 11 1 1 1 1 1 1 1 ST -- ST PROPOSED STORM DRAIN 1 1 1 1 1 1 1 PROPOSED WALL �I I A 1 (SEE SHEET PERMANENT WETLAND 25.0E i11 1 1 a a of zo) ® WETLAND IMPACT 111 1 I J i 1 1 1 1 1 1 1 ® LONG-TERM TEMPORARY 1 1 1 1 1 1 1 1 1 WETLAND IMPACT ' I ® PERMANENT WETLAND f 1 1 1 1 1 1 1 1 1 BUFFER IMPACT I 1 11 1 1 b 1 1 1 1 1 1 1 1 TEMPORARY WETLAND ! ' BUFFER IMPACT 1 I I 1 1 1 1 1 1 1 1 PERMANENT CONVERSION I WETLAND 24.7R-A i IMPACT PERMANENT STREAM IMPACT i 1 11 1 1 1 1 1 1 1 1 1 1 TEMPORARY 1' 1' 1 1 1 1 1 1 1 1 1 1 k�..•� STREAM IMPACT I 1 111 1 1 1 1 1 1 1 1 1 INDIRECT PERMANENT 1 WETLAND IMPACT Ln. 1 1 1 I o ; 1 1' i 1 1 1 1 1 1 1 1 1 1 WETLAND IMPACTS WETLAND 24.7R-A (CAT II) SQ. FT. ACRES I , 11 r I WETLAND AREA 1,922,748 4414 PERM. WETLAND IMPACT 4,125 0.10 I 11 1 111 1 1 1 1 1 1 1 1 1 III I sr — sr 1 I I LONG-TERM TEMP. 3,860 0.09 1 11 11 1 1 1 1 1 1 1 1 1 1 1 WETLAND IMPACT ------------- 1 •1' 1 ' i � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0; 1 A I 1 1 1 1 1 1 1 1 WETLAND 25.0E (CAT III) So. FT. ACRES WETLAND AREA 180,316 4.14 See Street 5 of 20 for Impacts 1 , I 1 , I 11 1 1 11 1 1 1 1 1 1 1 1 1 1 1 , 1 1 1 1 1�1 1 1 1 1 1 1 1 1 1 1 1 t 1 C R 0 50 100 111 1 1 1 1 1 1 1 1 1 1 1 1 1 SCALE IN FEET PROJECT: 1-405/SR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 Adft -" Washington State Department of Transportation PURPOSE: ROADWAY IMPROVEMENTS APPLICANT: WSDOT PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION: 11-MISIS1167 INTERCHANGE, RENTON, WA NEAR: RENTON SR 167 MP 24.60 To MP 26.26, 1-405 MP 2.32 TO MP 3.96 WATER BODY:ROWNG HILLS CREEK 6 WE I uww3l DATUM: HORIZONTAL: MAD 83 /91. VERTICAL: NAVD 88 ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 11,252015 SHEET: 2 OF: 20 T. 23N. R. 5E. W.M. LEGEN LD ROADWAY CENTERLINE _ ORDINARY HIGH OHWI WATER LINE — — — — — — — — WETLAND BOUNDARY kl a I Au- WL .ate, WETLAND .............. WETLAND BUFFER PROPOSED STREAM 111 CENTER LINE EXISTING STREAM 1 I CENTER LINE 1I t It 31 1 1 1 1 1 1 1 1 g 4 ••••••• STREAM BUFFER CUT— CUT LINE i 1 FILL— FILL LINE k - _ _ _ _ - - - - - - i EXISTING DRAINAGE CULVERT WETLAND 24.7R—A PROPOSED DRAINAGE CULVEF EXISTING DITCH tlI 1' t `t 9 111 g 1 1 4 1 1 1 4 PROPOSED DITCH PERMANENT JURISDICTIONAL 4; 9 t1I I I I I I I I I 9 DITCH IMPACT 9 g j I I I I I I — — — — — — RIGHT OF WAY 0 50 100 ij I1 gt 1 @ SCALE IN FEET I II 1 1 III 1 4 1 4 4 1 4 EXISTING EDGE OF PAVEMEN III t ® I PROPOSED EDGE OF PAVEME� I I 1 1 4 III 1 1 1 1 1 1 9 Sr -- ST — EXISTING STORM DRAIN I 1 ST ST PROPOSED STORM DRAIN 1 1 4 1 1 4 1 4 WETLAND 25.O IVII1 1 1 1 PROPOSED WALL 1 11 Ij III 1 1 1 9 1 1 PERMANENT 1 N 1 III 4 1 1 1 4 1 ® WETLAND IMPACT t 1 1 { 111I 1 1 i 1 1 1 1 1 1 1 ® LONG-TERM TEMPORARY I WETLAND IMPACT tq I I 1B 4 1 1 1 4 ® PERMANENT WETLAND BUFFER IMPACT TEMPORARY WETLAND t1l 1 1 11 I � 1 Ij 4 1 1 4 1 BUFFER IMPACT PERMANENT CONVERSION 1 1 4 1 1 1 IMPACT till 1 1tI I PERMANENT ll I I t ` I III I I I I x x STREAM IMPACT ttI t I I I i 9 g I g TEMPORARY i1 1 l t III •I r I I 1 I I STREAM IMPACT 11 I 4 I, tI 1 � INDIRECT PERMANENT tI1 1 1t 1 WETLAND IMPACT ••. 1� 4 1 1 j 1 d 1 9 1 3 1 i I .•. iI 1' 1 l 1 1, 1 I I1 1 1 1 1 `' 1, I '� 11 1 1 1 1 WETLAND/ STREAM IMPACTS _ 1 I I I I1 1 I 1 WETLAND 24. i R-A (CAT II SQ. FT. ACRES _ r I T' 1 li�l A d i 1 9-3—a g 1 1 -`-"-- I o 1 1 1 I 4 4 1 WETLAND AREA 1,922 748 14.14 1 v' 1 1 ,1 14 1 4 See Sheet 2 of 20 for Impacts It C1 1 II all 1 4 4 1 1 1 1 1 4 1 1', 11 41 1 1 1 4 I4 1 1 1 WETLAND 25.OL {CAT III SQ FT. ACRES WETLAND AREA 186,316 4.14 See Sheet 5 of 20 for Impacts fit 4 —�—.—r•T 1 4 L�� �J 11� � 1 II I `t 411 1 t PROJECT: 1•-4051SR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NW_S-2014-29 APPLICANT: WSDOT COUNTY: KING v Washington State Department of Transportation PURPOSE: ROADWAY IMPROVEMENTS PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER LOCATION:I-•40&SR167 INTERCHANGE, RENTON, WA NEAR: RENTON WATER /ODY: ROLLING HILLS CREEK 3 WETLANDS SR 167 MP 24.80 TO MP 26.26, 1-405 MP 2.32 TO MP 3.96 DATUM: HORIZONTAL: NAD 83 /91. VERTICAL- NAVD 88 ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 11,25/2015 SHEET: 3 OF: 20 50 LONG-TERM TEMPORARY — WETLAND IMPACT SR167 PERMANENT WETLAND 40 rC IMPACT RAN PROPOSED SHOULDER WIDENING 30 �. EXISTING GROUND _ MIETLAID.7R-A MEDIA FILTER DRAIN 20 10 _ _T 0 10 20 30 40 50 60 70 80 90 100 110 120 130 SECTION A -A (MP 25.05) 50 40 30 20 10 50 50 SR167 LONG-TERM TEMPORARY WETLAND IMPACT PERMANENT WETLAND 40 PROPOSED SHOULDER--- IMPACT 40 30 WIDENING '�� RJW 30 / WETLAND �� EXISTING GROUND 20 MEDIA FILTER DRAIN ` \ I 20 10 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 SECTION B-B (MP 25.35) NOTES: 1. ALL DIMENSIONS ARE IN FEET. 2. CROSS SECTION SCALES ARE DRAWN AT 1HAV. PROJECT: 1-405'SR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 PURPOSE: ROADWAY NAPROVEMENTS APPLICANT: WSDOT PROPOSED:7.0 ACRES OF WAPACTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION: I -+I 5W67 INTERCHANGE, RENTON, WA NEAR: RENTON Washington State SR 167 MP 24.90 TO MP 26.26, 1-405 M► 2.32 TO MP 3.96 WATER BODY: ROLLING HILLS CREEK d WETLANDS ar De tment of Transportation p P DATUM: HORIZONTAL: NAD 83 /91. VERTICAL: NAVD 68 ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 11*52015 SHEET: 4 OF: 20 T. 23N. R. 5E. W.M. LEGEN �D ROADWAY CENTERLINE 0HWL_ ORDINARY HIGH WATER LINE MATCH LINE SEE SHEET 6 _ _ _ _ _ WETLAND EXISTING EXISTING 1 1 1 1 1 1 � all, WETLAND BOUNDARY ^ CULVERT"C73,�1 ;1 CULVERT C72 �x�� t 1 t t 9 t 1 ... • •.... •.... WETLAND BUFFER %1 WETLAND . 24.7R-A PROPOSED STREAM 1 a CENTER LINE 1,1 1 • L,� t 1 � � _ - _ _ - t 1 1 1 t + — EXISTING STREAM 1 ------ -- -------- CENTER LINE -r-- t . • - 1 1 1 • • • • • • • STREAM BUFFER — i It t 1 1 —CUT— CUT LINE 1 t 1 1 1 1 1 FILL FILL LINE .................. �1 t 1'A, 1 1 1 1 \t\t t)-----------1EXISTING DRAINAGE CULVERT 1, 1 u; EAST FORK, 1 t t 1 1 �� PROPOSED DRAINAGE CULVERT ll CIA CREEK 1 �_ EXISTING DITCH 1111 I a (STREAM 09.SC-25.7)1 1 11 , li i 1 1 t t PROPOSED DITCH 111 l 1 g 1 t 1 PERMANENT JURISDICTIONAL lit i 1 1 I 1 1 g 1 1 1 ---- DITCH IMPACT 11 1 1 1 t — RIGHT OF WAY I11 1 1 1 1 1 t t EXISTING EDGE OF PAVEMENT lit 1 t t t 1 1 PROPOSED EDGE OF PAVEMENT WETLAND 25.0E ,R I 1 1 1 1 1 1 1 - Sr — — Sr — -EXISTING STORM DRAIN 1 1 ti 1 C' t 1 1 1 ST STPROPOSED STORM DRAIN t w 11 1 t t t t A A J PROPOSED WALL j C 111 SEE 0120 ET 1 1� 1 4 1 1 1 PERMANENT t t t ® WETLAND IMPACT 1' 1 1 t t t ® LONG-TERM TEMPORARY W 9 1 1 t WETLAND IMPACT 11 1 1 11 1 4 1 1 t ® PERMANENT WETLAND 111 11 t t t g 1 BUFFER IMPACT TEMPORARY WETLAND Il t' I 1 tt t 1 t 1 BUFFER IMPACT N t 11 t 1 t 4 PERMANENT CONVERSION I t ®1 tt 1 1 t 1 IMPACT 1 PERMANENT ;111 ��••}} 11 1 111 1 1 1 x x STREAM IMPACT tl1 t 1 1 TEMPORARY STREAM IMPACT 111 1 1 1 11 1 1 1 t INDIRECT PERMANENT N 1 I 1414 4 1t WETLAND IMPACT It 11 11 1 1 1 1 11 I� •. ; i 1 � l'1 1 1 1 1 10 + jt t 1 WETLAND/ STREAM IMPACTS WETLAND 24.7R-A (CAT 11 SQ• FT. ACRES WETLAND AREA 1,922,748 44.14 �1 i1, i1 t 1 See Sheet 2 of 20 for impacts in 1 I1t `n 4 9 WETLAND 25.01L (CAT III) SQ. FT. ACRES WETLAND AREA 180,316 4A4 PERM. WETLAND IMPACT 4,050 0.09 1 1 y t LONG-TERM TEMP. 2,930 0.07 lI t PERM. WETLAND 1 i' 1 tl 1 BUFFER IMPACT 1,780 0.04 1 1 11 1, ®lIl 1 �1 t BUFFERR I AP. CDT 430 0.01 1 11 1 1 'tl EAST FORK OF SQ. FT, ACRES 1 i 1i i yt PANTHER CREEK o so loo : 1 1 11 ` 11 1 (09.SC-25.7) SCALE IN FEET i i t 1\t TEMP. STREAM IMPACT 260 <0.01 PROJECT: 1-405/SR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 Adw PURPOSE: ROADWAY IMPROVEMENTS APPLICANT: WSDOT PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION:1-40S'SR167 INTERCHANGE, RENTON, WA NEAR- RENTON Washington State SR 167 MP 24.60 TO MP 26.26, 1-405 MP 2.32 TO MP 3.96 WATER BODY: ROLLING HILLS CREEK & WETLANDS DATUM: HORIZONTAL: NAD 83 /91. VERTICAL: NAVD 88 Department of Transportation ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 1V2S2015 SHEET: 5 OF: 20 LEGEND T. 23N. R. 5E. W.M. )___ ROADWAY CENTERLINE _OHS ORDINARY HIGH WATER LINE -- — — — — —— WETLAND BOUNDARY MATCH LINE SEE SHEET 8 'L WL •U- WETLAND 1 ............ • • WETLAND BUFFER T T 11 y' �� 1 1 1 # 1 1 1 PROPOSED STREAM 1 1 4 1 i I 1 1 1 1 1 CENTER LINE + ' 1, 1 All' 1 1 STING STREAM �— — EXICEN + lop 1 1 1 1 { WETLAND 1 11 # 1 24.7R-B i 1 ERLINE ' ' ' ' ' ' • STREAM BUFFER 1 # 7 + { 1 I { # d; 1 1 1 1 1 1 1 1 CUT— CUT LINE FILL— FILL LINE 1 1! 1 1 1 1 y: { 1 11 1 1=====__====EXISTING DRAINAGE CULVERT { 1 11 1 1 1 1 1 1 1—� 1 PROPOSED DRAINAGE CULVERT { °�0 N 11 1 1 1 1 1 1 1 1 1 1 EXISTING DITCH 1 1 PROPOSED DITCH - WETLAND 25.8L { (Z I 1 1 # 1 1 1 1 1 1 PERMANENT JURISDICTIONAL DITCH IMPACT 1 g 1 y I 111 1 1 1 1 1 — — — — — — RIGHT OF WAY { 1 11 1 1 g 1 1 EXISTING EDGE OF PAVEMENT 111 1 1 1 PROPOSED EDGE OF PAVEMENT 1 1 1 1 1 1 1 ST — — ST — - EXISTING STORM DRAIN 1 111111 1 1 1 1 1 ST ST — PROPOSED STORM DRAIN i i I 1 9 1 1 1 A A PROPOSED WALL 1 1 1 1 1 1 1 PERMANENT ® 11 1 1 WETLAND IMPACT y+ 1 I 9 9 1 1 1 1 1 LONG-TERM TEMPORARY WETLAND IMPACT 1 1 1 1 1 ® PERMANENT WETLAND 1 1 1 1 BUFFER IMPACT I 11 1 1 1 1 1 TEMPORARY WETLAND BUFFER IMPACT I 1 1 �. 1 11 1 1 1 1 1 ® PERMANENT CONVERSION �N 1 11 1 1 1 IMPACT 1 1 1 1 1 1 11 1 1 PERMANENT x X- 1 1 1 STREAM IMPACT 1 111 1 r TEMPORARY 1 STREAM IMPACT 1 1 111 it 111 1 1 1 1 INDIRECT PERMANENT A p 1 11 1 1 WETLAND IMPACT WETLAND 25.7L , 111 i 1 WETLAND IMPACTS 1 1 11 LA ' D1 11 1 1 1 1 1 1 WETLAND 24.7R-B (CAT II) SO. FT. ACRES WETLAND AREA 420,330 9.65 4 1 1 1 j1 1 1 1 1 PERM. WETLAND IMPACT 35,681 0.82 1 1D 1 1 1 a LONG-TERM TEMP. IMPACTWETLAND 17,571 0.40 ap 1 1 ; 1 1 1 1 PERM. WETLAND BUFFER IMPACT 270 <0.01 P. WETILAND 210 <0.01 11 1 BUFFER IMPACT PERM. CONVERSION IMPACT 4,190 0.10 L j 1 1 1 1 1 .J 1 1 ETLAND 25.7L (CAT III) 30. FT. ACRES \�\ 1 11�` 1 1 1 Ln 1 WETLAND AREA 12,702 0.29 U j 11 g 1 1 11 1 PERM. WETLAND BUFFER IMPACT 4,370 0.10 Q 1 a TEMP. WETLAND BUFFER IMPACT 1,302 0.03 LU 11 1 11 1 1 1 1 1 PERM. WETLAND IMPACT 0 0.00 1' LONG-TERM TEMP. WETLAND IMPACT 547 0.01 — I 1: WETLANDI 24.7R-A 1 0 50 100 MATCH LINE SEE SHEET 5 SCALE IN FEET PROJECT: "OYSR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 Washington State of Tortation Department Transportation p P PURPOSE, ROADWAY 4WROVEMENTS APPLICANT: WSDOT PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION: 1-•40SISR167 INTERCHANGE, RENTON, WA NEAR: RENTON SR 167 M► 24.80 TO MP 26.26, 1-405 MP 2.32 TO MP 3.96 WATER BODY: ROLLING HILLS CREEK a WETLANDS DATUM: HORIZONTAL: NAD 83 /91. VERTH Al: NAVD 88 ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 11,25=5 SHEET: 6 OF: 20 70 60 - - LONG-TERM TEMPORARY WETLAND IMPACT RM/ WETLAND 40 25.0E PROPOSED ROADWAY 30 I 20 70 60 LONG-TERM TEMPORARY - WETLAND IMPACT PERMANENT WETLAND R/W 50 SR167 IMPACT 40 PROPOSED WETLAND 24.7R-A� ROADWAY 30 MEDIA FILTER DRAIN - � 20 ------------ EXISTING GROUND -120 -110 -100 -90 -80 -70 -60 -50 30 40 50 60 70 80 90 100 110 120 SECTION C-C (MP 25.60) 70 70 LONG-TERM TEMPORARY WETLAND IMPACT 60 TEMP WETLAND WETLAND 24.7R-B- C0 BUFFER IMPACT PERMANENT LONG-TERM TEMPORARY 50 BUFFER - IMPACT PERMANENTWETLAND WETLANDIMPACT 50 SR167 IMPACT 40 WETLAND WETLAND 25.7E � 25.7E BUFFER PROPOSED PROPOSED ROADWAY R ROADWAY 30 30 20 - - MEDIA FILTER r. DRAIN -J 20 - - - ' PROPOSED OPEN -TOP _ STORMWATER VAULT 10 T . 10 -140 -130 -120 -110 -100 -90 -80 0 10 20 30 40 50 60 70 80 90 SECTION D-D (MP 25.72) NOTES: 1. ALL DIMENSIONS ARE IN FEET. 2. CROSS SECTION SCALES ARE DRAWN AT 1H:1V. PROJECT: 1-40S�SR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 PURPOSE: ROADWAY IMPROVEMENTS APPLICANT: WSDOT PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION: 1-.WYSR167 INTERCHANGE, RENTON, WA NEAR: RENTON Washington State SR 167 MP 24.60 TO MP 26.26, 1-405 MP 2.32 TO MP 3.96 WATER BODY: ROLLING HILLS CREEK 6 WETLANDS Department of Transportation DATUM: HORIZONTAL: NAD 83 /91. VERTICAL: NAVD 88 ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 1V25,2015 SHEET: 7 OF: 20 T. 23N. R. 5E. W.M. MATCH LINE SEE SHEET 10 r► ► ; 1 TEMPORARY CONSTRUCTION ACCESS ROAD Qp OI ' Ji H (SEE SHEt I >1 rn 10 of 20 Lur �CV PROPOSED PERMANENT ACCESS RAMP G (SEE SHEET �• �: 10 of 20) i 1 1 1 l 1 1: 1 ; E I: I 1 1 1 1 1 1' 1 1 I 1. WETLAIN® 1 I 1 25.8L 1 I 1 1 1 � •• 1.'. 1 1 111 1� 1 1 1: 1 1 111 1: 1 1 11 1••.. 1 1 1 1 I D I 1 1 1 1 1 r l rn1 r of 1 11 1 1 1 11 1 1 1 1 11 1 1 1 i G WATER RELOCA W — IW 1N PROPOSED FISH PASSABLE STRUCTURE �Iui I,I EL PROPOSED I OLYMPIC PIPELINE WETLAND ``25.91L 1 I 1 1` 1 1 Iro 1 LL1 i CYCIL MA� 1 l TCH LINE SEE SHEET 6 _PROJECT: 1-405'SR167 INTERCHANGE DIRECT CONNECTOR PURPOSE: ROADWAY IMPROVEMENTS PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER LOCATION:1-QSW67 INTERCHANGE, RENTON, WA SR 167 MP 24.80 TO MP 26.26, 1-405 MP 2.32 TO MP 3.96 DATUM: HORIZONTAL NAD 83 /91. VERTICAL' NAVD 88 ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C TEMP�ORARY ENVIRONMENTAL 1 1 1 1 1 1EASEMENT 1 WETLAND 24.7R-C 1 � TEMPORARY 1 CONSTRUCTION I 1 11 1 1 1 i rl EASEMENT 1 1 1 1 1 r 1 ! Rolling Hills Creek I (relocated/enhanced� w - 09.SC-2.8 w - - LEGEND 1" - I EXISTING DRAINAGE CULVERT PROPOSED DRAINAGE CULVERT EXISTING DITCH 1 PROPOSED DITCH PERMANENT JURISDIC- TIONAL DITCH IMPACT j 1 1_1 PERMANENT WETLAND IMPACT It3/ E 1 1 1 g 1 LONG-TERM TEMPORARY 1 1 1 1 ® WETLAND IMPACT 1 PERMANENT WETLAND l ' WETLAND 24.7R-8 1 ® BUFFER IMPACT 1 TEMPORARY CONSTRUCTION 1 TEMPORARY WETLAND BUFFER IMPACT 1 ' EASEMENT ( 1 1 ( EXISTING - PERMANENT CONVERSION ' OLYMPIC 1 1 IMPACT PIPELINE PERMANENT 1 1 1 1 1 1 x xI FJ STREAM IMPACT 1 1 1 LEGEND TEMPORARY 1 STREAM IMPACT 1 1 -L-ROADWAY INDIRECT PERMANENT 1 CENTERLINE WETLAND IMPACT 1 -OHM WATER ORDINARY INEIGH PERMANENT ACCESS RAMP g - - - WETLAND BOUNDAR,> TEMP CONSTRUCTION ROAD UL - WETLAND 1 • • • • . • I WETLAND BUFFEF 1 PROPOSED STREAM 1 CENTER LINE 1 • • • • • STREAM BUFFER CUT CUT LINE 1 FILL FILL LINE ---RIGHT OF WAY 1 1 EXISTING EDGE OF PAVEMENT 1 PROPOSED EDGE OF PAVEMENT ST - - ST EXISTING STORM DRAIN ST-- ST PROPOSED STORM DRAIN o r%0AQvn WIAII 0 50 100 SCALE IN FEET REFERENCE: NWS-2014-29 APPLICANT_ : WSDOT COUNTY: TONG WATER BODY: ROLLING HILLS WETLAND 24.7R-C (CAT ll SQ. FT. ACRES WETLAND AREA 1301,960 6.93 See Sheet 11 of 18 for Impacts WETLAND 24.7R-B (CAT it SQ. FT. I ACRES WETLAND AREA 420,330 1 9.65 See Sheet 6 of 1S for Impacts WETLAND 25.9L (CAT III) SQ. FT. ACRES WETLAND AREA 4,499 0.10 PERM. WETLAND IMPACT 4,499 0.10 - w7o VETLANDS Washington State Department of Transportation SHEET: 8 OF: 20 K0 EXIST RMV NOTES: 1. ALL DIMENSIONS ARE IN FEET. 2. CROSS SECTION SCALES ARE DRAWN AT 1H:1V. 50 PERMANENT - I WETLAND IMPACT I WETLAND 40 25.x SR167 PROPOSED rt ROADWAY I I 30 I EXISTING 7,, EAST20 VAILEI I ROAD - _ I EXISTING GROUND 1 10 I -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 0 I SECTION E-E (MP 25.91) ------------------- MATCHLINE----------------- ---� I PERMANENT 60 I WETLAND LONf3-TERM TEMPORARY IMPACT WETLAND IMPACT so I I 1 40 BRCp PROPOSED - WETLAND 24.7R.B ' ROADWAY PROP I R%W TEMPORARY 30 I - - 1 CONSTRUCTION EXISTING GROUND EASEMENT I MEDIA FILTER DRA - _ '+--�� 20 I iii I EXISTING GROUND -� APPROXIMATE RELOCATED CONSTRUCTION PIPELINE LOCATION O ROAD 0 10 20 30 40 50 60 70 80 90 100 110 120 130 SECTION E-E (MP 25.91)- cont'd PERMANENT WETLAND - WETLAND 24.7R•B IMPACT- 25.9E 50 PERMANENT EXIST SR167 CONVERSION ROW ri IMPACT _PERMANENT WETLAND 40 I IMPACT I I EXISTING 1 3060" CULVERT CULVERT PROPOSED PIPE ACCESS ROADWAY 'EXISTING -��I - - - - _ EMBANKMENT PROPOSED GROUND 20STRUCTURE EXISTING EAST VALLEY ROAD III UD,A F� DRAW :7 PROPOSED FISH PASSA 10- -— -- - - PROPO STREAMBED MATERIAL , STREAMBED 60" CULVERT PIPE PROPOSED FISH PASSABLE STRUCTURE MATERIAL n - - -230 -220 -210 -200 -190 -180 -170 -160 -150 -140 -130 SECTION F-F (MP 25.92) PROJECT: 1-405'SR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 PURPOSE: ROADWAY VAPROVEMENTS APPLICANT: COUNTY: WSDOT KING PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER LOCATION:1-40S'SR167 INTERCHANGE, RENTON, WA NEAR: RENTON SR 167 MP 24.80 TO MP 26.26, "05 MP 2.32 TO MP 3.96 WATER BODY: ROLLING HILLS CREEK 8 DATUM: HORIZONTAL: NAD 83 /91. VERTICAL: NAVD 88 ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 112S2015 0 10 20 30 40 50 60 TLANDS Washington State Department of Transportation SHEET: 9 OF: 20 101 40 40 30 EXISTING ROADWAY 30 14.T EXISTING 20 MIN ;ADTH GROUND 20 2 YEAR (BANK FULL WIDTH) 1. 10 PROPOSED FISH 1 10 PASSABLE STRUCTURE 11' CHANNEL WIDTH 0 0 -40 -30 -20 -10 0 10 20 30 40 SECTION G-G (MP 25.93) I 50 -- - WETLAND 24.7R-B LONG-TERM TEMPORARY WETLAND 40IMPACT PERMANENT PERMANENT WETLAND _ O WETLAND IMPACT BUFFER IMPACT I Z PROPOSED EXISTING APPROXIMATE 30 BERM BERM EXISTING I !� WATERLINE LOCATION 107 2 YEAR (BANK - 20 1 , . - ' y` FULL `WIDTH) EXISTING 1 ,< 10 GROUND G�p°N;aE SLOPES VARY (3:1 MAX) CULVERTS SLOPES VARY APPROXIMATE PROPOSED PROPOSED STREAM (3:1 MAX) 1 WATERLINE LOCATION CHANNEL 1 I -130 -120 -110 -100 -90 -80 -70 -60 -50 40 -30 -20 -10 0 10 20 30 SECTION H-H (MP 25.93) 1 i r-------------------- - - - - -- MATCHLINE------------------------ - - - - - � I I WETLAND 24.7R.0 LU LONG-TERM TEMPORARY LONG-TERM TEMPORARY IMPACT IMPACT 0 L INDIRECT PERMANENT PERMANENT WETLAND IMPACT CO L— < WETLAND IMPACT PROPOSED PRRmOP Ep WT ROADWAY TEMPORARY 1 L,_ CONSTRUCTION LL FJ1SEMENT I+---�-� MEDIA FILTER DRAIN ~ TEMPORARY CONSTRUCTION O I ROAD EXISTING Q) I APPROXIMATE RELOCATED GROUND PIPELINE LOCATION I 1 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 N H H P 25 93 t'd 50 40 30 20 10 SECTIO - (M )— con NOTES: 1. ALL DIMENSIONS ARE IN FEET. 2. CROSS SECTION SCALES ARE DRAWN AT 1H:1V. PROJECT: 1-405'SR167 INTERCHANGE DIRECT REFERENCE: NWS-2014-29 APPLICANT: WSDOT - Washington State Department Of Transportation p p _CONNECTOR PURPOSE: ROADWAY IMPROVEMENTS PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION:INTERCHANGE, RENTON, WA NEAR: RENTON SR 167 MP 24.80 TO MP 26.26, 1-405 MP 2.32 TO M► 3.96 WATER BODY: ROLUNG HILLS CREEK NL WETLANDS DATUM: HORRONTAL- NAD 83 /91. VERTICAL: NAVD 88 ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 1V152015 SHEET: 10 OF: 20 T. 23N. R. 5E. W.M. ROLLING HILLS CREEK (STREAM 09.SC-2.8) MATCH LINE SEE SHEET 13 & SHEET 15 r ✓ �� t�rl ,i r I� l r 4Y r r � � rI JI � TEMPORARY CONSTRUCTION EASEMENT J(SE4 S E T I r r TEMPORARY CONSTRUCTION - r ACCESS ROAD—r� r � y 1 it WETLAND 24.7R-C EXISTING CULVERT ( r ROLLING HILLS CREEK 1 ; ".' 1 (RelocatecWnhgnced) _ 1 11 _1 `: 1 09.SC-2.8 i S ST — :P II N i ��'' p { PROPOSEDOLYI PIPELINE, INE, 1 j '1 TEMPORARY ST - -- ST — — ENVIRONMENTAL 1 d 1 EASEMENT, NT 1 1 1 a a a 11 I a � � �♦� 1 9 I'll at � ; 71 �� ��� 1 1 1 1 1 a 1 N a a a 1 1 EASEMENTQ. d •1 �� d 1 1 '' 1 1 1 1 .1 1 ; �� � � 4 MATCH LINE SEE SHEET 8 PROJECT: 1-4051SR167 INTERCHANGE DIRECT REFERENCE: NWS-20.14-29_ _CONNECTOR PURPOSE: ROADWAY IMPROVEMENTS APPUCANT: WSDOT COUNTY: KING NEAR: RENTON WATER BODY: ROLLING HILLS CREEK 6 WETLANDS PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER LOCATION: I-40S'SM67 INTERCHANGE, RENTON, WA SR 167 MP 24.80 TO MP 26.26, 1-105 MP 2.32 TO MP 3.96 DATUM: HORIZONTAL: NAD 83 /91. VERTICAL: NAVD 88 ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 112S2015 I Gf-1=Aln __�ROADWAY CENTERLINE OHIMLORDINARY HIGH WATER LINE - - - - - - - - WETLAND BOUNDARY .uL Au� -UL WETLAND • • • • • • • • • • WETLAND BUFFER —ram PROPOSED STREAM CENTER LINE EXISTING STREAM CENTER LINE • • • • • • . STREAM BUFFER CLOT CUT LINE —FILL FILL LINE EXISTING DRAINAGE CULVERT PROPOSED DRAINAGE CULVERT > EXISTING DITCH --- , PROPOSED DITCH PERMANENT JURISDICTIONAL DITCH IMPACT — — — — — RIGHT OF WAY EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMEN - Sr — ST — -EXISTING STORM DRAIN ST — ST PROPOSED STORM DRAIN A A PROPOSED WALL FMPERMANENT WETLAND IMPACT ®LONG-TERM TEMPORARY WETLAND IMPACT ®PERMANENT WETLAND BUFFER IMPACT TEMPORARY WETLAND BUFFER IMPACT PERMANENT CONVERSION IMPACT PERMANENT x xI J STREAM IMPACT TEMPORARY STREAM IMPACT INDIRECT PERMANENT WETLAND IMPACT TEMP CONSTRUCTION ROAD WETLAND/ STREAM IMPACTS WETLAND 24.7R-C (CAT II SQ. FT. ACRES WETLAND AREA 301,960 42,580 6.93 PERM. WETLAND IMPACT 0.98 LONG-TERM TEMP. 21460 OAS WETLAND IMPACT PERM. WETLAND BUFFER IMPACT 20,574 0 47 TEMP. WETLAND 1 900 0.04 BUFFER IMPACT PERM. CONVERSION 57,1100 1.20 IMPACT INDIRECT PERMANENT wcn eun ivasrT 137160 3.15 ROLLING HILLS CREEK 09.SC-2.8 SQ. FT. ACRES PERM. STREAM IMPACT 2,420 0.06 0 50 100 SCALE IN FEET Washington State Department of Transportation SHEET: 11 OF: 20 70 I LONG-TERM TEMPORARY I n WETLAND 60 IMPACT I C) I Z PERMANENT I WETLAND LONG-TERM TEMPORARY 0 50 IMPACT WETLAND IMPACT m rn r O 40 SR167 PROPOSED - WETLAND 24.7R-C -- --- 30 ROADWAY PROP lk RM TEMPORARY -----1 EASEMENT ENVIRONMENTAL -- - MEDG EASEMENT APPROXIMATE I 20 FILTER - - - RELOCATED I EXISTING GROUND DRAIN PIPELINE 1 ------ LOCATION APPROXIMATE EXR3T810 TEMPO B#RARY CONSTRUCTION 10 PIPELINE LOCATION ROAD 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 SECTION 1-1 (MP 26.01) --------------------------- MATCHLINE---------------------- - - - - - ' ' LONG-TERM I LJJ l TEMPORARY > I WETLAND 60 O I IMPACT CO Q L PERMANENT CONVERSION I IMPACT 50 I OI � I LL I I 40 Q TEMPORARY ENVIRONMENTAL EASEMENT I F- WETLAND 24.7R-C Z ' SLOPES VARY 13:1 MAX) 30 O� VI ' 2 YEAR (BANK FULL WIDTH) 20 PROPOSED I STREAM I - —7— T- -T--,-- 710 140 150 160 170 180 190 200 210 220 230 240 250 260 270 SECTION 1-1 (MP 26.01)- cont'd NOTES: 1. ALL DIMENSIONS ARE IN FEET. 2. CROSS SECTION SCALES ARE DRAWN AT 1HAV. PROJECT: 1-405'SR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 _ APPLICANT: WSDOT COUNTY: KING Washington State of Tortation Department Transportation p p PURPOSE: ROADWAY IMPROVEMENTS PROPOSED: 7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER LOCATION:1-40SKR167 INTERCHANGE, RENTON, WA NEAR: RENTON SR 167 MP 24.80 TO MP 26.26, 1-405 MP 2.32 TO MP 3.96 WATER BODY: ROLLING HILLS CREEK E WETLANDS DATUM: HORIZONTAL: NAD 83 /91. VERTICAL: N_AVD 88 ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 11252015 SHEET: 12 OF: 20 T. 23N. R. 5E. W.M. ST- - ST- sT -ST-- ST -_ - ST - ST .- ST - ST - I-405 _ _------"-- _ - .�p T5T� -ST--ST--ST -- - -�-' ST -A r "� ST - - g7 - - MP 2,20 —ST--sr--sT-- -sr- -S1, ST --ST— N "i I i i st - ST ♦ \ WETLAND 2.2R—A I I I � W&LAND 2.�R—B I I I I Kam♦ --------- L--------- SW 16TH STREET ST - ST - -- ST D2.22R , •,m i �s I �(_Cnln _1 __ ROADWAY CENTERLINE MRM-- ORDINARY HIGH WATER LINE -------- WETLAND BOUNDARY AJL AIL -'u WETLAND ••••• WETLAND BUFFER �— PROPOSED STREAM CENTER LINE —+— • — EXISTING STREAM CENTER LINE • • • • • • • STREAM BUFFER CUT— CUT LINE FILL FILL LINE )_= EXISTING DRAINAGE CULVERT PROPOSED DRAINAGE CULVERT EXISTING DITCH PROPOSED DITCH PERMANENT JURISDICTIONAL DITCH IMPACT — — — — — — RIGHT OF WAY EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT ST EXISTING STORM DRAIN ST PROPOSED STORM DRAIN PROPOSED WALL ®PERMANENT WETLAND IMPACT ®LONG-TERM TEMPORARY WETLAND IMPACT PERMANENT WETLAND _ BUFFER IMPACT TEMPORARY WETLAND C BUFFER IMPACT Z PERMANENT CONVERSION N IMPACT '^ PERMANENT x x x STREAM IMPACT m TEMPORARY STREAM IMPACT A INDIRECT PERMANENT WETLAND IMPACT WETLAND/ DITCH IMPACTS NETLAND 2.2R-B (CAT IV) SO. FT. ACRES WETLAND AREA 856 0.02 PERM. WETLAND IMPACT 8S6 0.02 D2.21 R (7FT AVG. WIDTH) SQ. FT. ACRES JURISD. DITCH IMPACT 572 <&01 0 50 100 m ® , SCALE IN FEET MATCH LINE SEE SHEET 10 PROJECT: I-4051SR167 INTERCHANGE DIRECT CONNECTOR_ REFERENCE: NWS-2014-29 APPLICANT: WSDOT �i, Washin 10n State g Department of Transportation PURPOSE: ROADWAY IMPROVEMENTS PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION:1-40YSR167 INTERCHANGE, RENTON, WA NEAR: RENTON SR 167 MP 24.00 TO MP 26.26, H05 MP 2.32 TO MP 3.96 WATER BODY: ROLLING HILLS CREEK 3 WETLANDS DATUM: HORIZONTAL: NAD 83 /91. VERTICAL: NAVD 88 ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 11252015 SHEET: 13 OF: 20 PERMANENT CONVERSION IMPACT I 60 PERMANENT WETLAND BUFFER IMPACT I PERMANENT STREAM - PERMANENT In SO IMPACT WETLAND INDIRECT PERMANENT I O IMPACT WETLAND IMPACT I Z I � I TEMPORARY ENVIRONMENTAL EASEMENT 40 PROPOSED ROADWAY TEMPORARY CONSTRUCTIONEASEMENT 107 I M SR167 I �I O 30 rt WETLAND 24.71-C PROP I RM I 7(. APPROXIMATE --� 20 RELOCATED - 7 PIPELINE - - - -- -- - LOCATION TEMPORARY EXISTING GROUND - CONSTRUCTION ROAD -- 1 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 I I SECTION J-J (MP 26.09) -------------------- MATCHLINE----------------------- - - - - - I I I I I I w I - LONG-TERM O I TEMPORARY WETLAND Q I IMPACT INDIRECT PERMANENT PERMANENT CONVERSION [-1 IMPACT WETLAND IMPACT I OI 0 I LL I Q TEMPORARY ENVIRONMENTAL EASEMENT�� I I- I-f -WETLAND 24.7R-C Z I SLOPES VARY (3:1 MAX) OI U I 2 YEAR EXISTING GROUND (BANK FULL WIDTH) I PROPOSED STREAM CHANNEL 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 SECTION J—J (MP 26.09)— cont'd 50 50 RAN PERMANENT WETLAND 40 2.2R-B IMPACT 40 N-S167 30 I 30 J PROPOSED ROADWAY 20 - - - - - - - MEDIA FILTER DRAIN 20 �- EXISTING GROUND 10 —1 - - 10 70 60 50 40 30 20 10 -60 -50 -40 -30 -20 -10 0 10 20 NOTES_ 1. ALL DIMENSIONS ARE IN FEET. SECTION K-K (MP 26.17) 2. CROSS SECTION SCALES ARE DRAWN AT 1H:1V. PROJECT: 1-4051SR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 _ wrp Washington State Department of Transportation PURPOSE: ROADWAY IMPROVEMENTS APPLICANT: WSDOT PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION:1-4051SR167 INTERCHANGE, RENTON, WA NEAR: RENTON SR 167 MP 24.80 TO MP 26.26, 1-405 MP 2.32 TO MP 3.96 WATER BODY: ROLLING HN.LS CREEK & WETLANDS DATUM: HORIZONTAL: NAD 83 /91. VERTICAL: NAVD 88 ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 112S2015 I SHEET: 14 OF: 20 T. 23N. R. 5E. W.M. LEGEN �D ROADWAY CENTERLINE c OHWL— ORDINARY HIGH _ - - - WATER LINE I " I-4OS �- si-- -- ----- WETLAND BOUNDARY 4 st —Tr — — sr Ala vi a WETLAND �- --sr — — ST — — s — MP I.35 ............ WETLAND BUFFER ST — — �— PROPOSED STREAM CENTER LINE EXISTING STREAM . . . . . . . CENTER LINE STREAM BUFFER CUT CUT LINE EXISTING FILL — FILL LINE I 1M CULVERT k - - - - - � EXISTING DRAINAGE CULVERT 1 CIO C44 PROPOSED DRAINAGE CULVERT �- EXISTING DITCH EXISTING �/ `� PROPOSED DITCH CULVERT \' PERMANENT JURISDICTIONAL DITCH IMPACT N C42 — — — — — — RIGHT OF WAY N EXISTING EDGE OF PAVEMENT u a PROPOSED EDGE OF PAVEMENT 1 Sr — — ST EXISTING STORM DRAIN µ ST ST PROPOSED STORM DRAIN A---J PROPOSED WALL f PERMANENT WETLAND IMPACT LONG-TERM TEMPORARY i ,;� � •' , / ® WETLAND IMPACT / PERMANENT WETLAND BUFFER IMPACT TEMPORARY WETLAND BUFFER IMPACT PERMANENT CONVERSION IMPACT PERMANENT STREAM IMPACT O ; ' 1 • • • y TEMPORARY Sr STREAM IMPACT `a INDIRECT PERMANENT yt / WETLAND IMPACT / / TEMP CONSTRUCTION ROAD I ; 1 WETLAND 2.31R'; t �. PROPOSED DETENTION POND SEE ROLLING HILLS L L 1SEE SHEET .'; / CREEK DETAIL- 8 OF 20) SHEET 15 o WETLAND/ STREAM IMPACTS 0-0— 0 —0- r WETLAND 2.31 R (CAT 1111 SQ. FT. ACRES TEMPORARY CONSTRUCTION t ' ACCESS ROADWETLAND AREA 309 40.01 H I� 0 50 loc ROLLING HILLS CREEK ' Y SCALE IN FEET PERM. WETLAND NOPACT 309 <0.01 (STREAM 09.SC-2.8) , Ln i WETLAND. 24JR-C TEMPORARY WETLAND 24.7R-C (CAT II SO. FT. I ACRES ENVIRONMENTAL r EASEMENT WETLAND AREA 301,960 1 6.93 PROPOSED / OLYMPIC _ PIPELINE MATCH LINE SEE SHEET 10 PROJECT: 1-MSISR167 INTERCHANGE DIRECT CONNECTOR PURPOSE: ROADWAY YNPROVEMENTS PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER N LOCATION: 1--MSISM67 INTERCHANGE, RENTON, WA SR 167 MP 24.80 TO MP 26.26, 1-40S MP 2.32 TO MP 3.96 DATUM: HORIZONTAL: NAD 83 /91. VERTICAL: NAVD 88 ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C I T ROLLING •HILLS CREEK (Relocatedtnhanced) 09.SC-2.8 , REFERENCE: NWS-2014-29 APPLICANT: WSDOT COUNTY: KING NEAR: RENTON WATER BODY: ROLLING HILLS CREEK R WETLANDS DATE: I V252015 See Sheet 11 of 18 for Impacts j pm Washington State Department of Transportation SHEET: 15 OF: 20 T. 23N. R. 5E. W.M. ^ EXISTING - Y, EXISTING r CULVERT "� CULVERT C44 C42 T. WETLAND 2.31R- 0 ITEMPORARY ICONSTRUCTION ACCESS ROAD �.. P � 1p N I I� � I I I / 11 I i ROLLING HILLS CREEK (STREAM 09.SC-2.8) P J � I I� EXISTINI �I CULVER C76 I I 9y A TEMPORARY CONSTRUCTION EASEMENT ' f � i TEMPORARY ENVIRONMENTAL f ,�- f EASEMENT fig ;J Grc:hin _L__. ROADWAY CENTERLINE OHWL_ ORDINARY HIGH WATER LINE -- - - - - -- WETLAND BOUNDARY -UL ,UL -UL WETLAND ............ • • WETLAND BUFFER a PROPOSED STREAM CENTER LINE -� — EXISTING STREAM CENTER LINE • • . • . . . STREAM BUFFER CUT CUT LINE FILL FILL LINE k = _ - _ _ 1 EXISTING DRAINAGE CULVERT PROPOSED DRAINAGE CULVERT EXISTING DITCH j PROPOSED DITCH PERMANENT JURISDICTIONAL DITCH IMPACT — — — — — — RIGHT OF WAY EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT Sr _ EXISTING STORM DRAIN ST sT PROPOSED STORM DRAIN --`A PROPOSED WALL ®PERMANENT WETLAND IMPACT TEMPORARY ®LONG-TERM WETLAND IMPACT WETLAND ®PERMANENT BUFFER IMPACT TEMPORARY WETLAND BUFFER IMPACT PERMANENT CONVERSION IMPACT PERMANENT x x STREAM IMPACT TEMPORARY STREAM IMPACT INDIRECT PERMANENT WETLAND IMPACT TEMP CONSTRUCTION ROAD WETLAND 24.7R-C ROLLING HILLS CREEK I t, (Relocated/Enhanced) 09.SC-2.8 ` ROLLING HILLS CREEK f " ' DETAIL e SCALE IN FEET fj PROJECT: 1-405'SR767 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29_ 9" Washington State Department Of Transportation PURPOSE: ROADWAY IMPROVEMENTS APPLICANT: WSDOT PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING NEAR: RENTON WATER BODY: ROLLING HILLS CREEK 6 WETLANDS LOCATION:1-MSISR167 INTERCHANGE, RENTON, WA SR 167 MP 24.80 TO MP 26.26, 1-405 MP 2.32 TO MP 3.96 DATUM: HORIZONTAL: MAD 83 /91. VERTICAL: NAVD 88 ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DA-M- 112S2015 SHEET: 16 OF: 20 T. 23N. R. 5E. W.M. Rolling Hills Creek (Stream 09.SC-2.8) CIO -QJ1161 y + EXISTING ��ra�rr!'�^"•n+*� CULVERT C48 1-405 _ J _ r M 2.6 P r o WETLAND 2.61R M WETLANM 2-.571i D2.611 ~Sim OF1LL 1-405 RW all i Q <n Q �' 2 0 50 100 SCALE IN FEET PROJECT: I-MS/SR167 INTERCHANGE DIRECT CONNECTOR____ PURPOSE: ROADWAY IMPROVEMENTS PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER 1A LOCATION:1--MS�SR167 INTERCHANGE, RENTON, WA SR 167 M► 24.90 TO MP 26.26, 1405 M► 2.32 TO NIP 3.96 DATUM: HORIZONTAL: NAD 83 /91. VERTICAL: NAVD 88 ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C REFERENCE: NWS-2014-29 APPLICANT: WSDOT COUNTY: KING NEAR: RENTON BODY: ROLLING HILLS CREEK & WETLANDS 1 V25Q015 LEGEND __I __ ROADWAY CENTERLINE OW4VL_ ORDINARY HIGH WATER LINE -- - - - - -- WETLAND BOUNDARY Ajj� -�-LL WETLAND WETLAND BUFFER -� PROPOSED STREAM CENTER LINE t — EXISTING STREAM CENTER LINE • • • STREAM BUFFER CUT— CUT LINE FILL— FILL LINE EXISTING DRAINAGE CULVERT PROPOSED DRAINAGE CULVEF > EXISTING DITCH i PROPOSED DITCH _ PERMANENT JURISDICTIONAL DITCH IMPACT — — — — — RIGHT OF WAY EXISTING EDGE OF PAVEMENT] PROPOSED EDGE OF PAVEMEN - ST - - ST - -EXISTING STORM DRAIN - ST — ST — PROPOSED STORM DRAIN PROPOSED WALL PERMANENT WETLAND IMPACT LONG-TERM TEMPORARY WETLAND IMPACT ®PERMANENT WETLAND BUFFER IMPACT TEMPORARY WETLAND BUFFER IMPACT PERMANENT CONVERSION IMPACT PERMANENT C .. STREAM IMPACT TEMPORARY STREAM IMPACT INDIRECT PERMANENT WETLAND IMPACT WETLANDI DITCH IMPACTS WETLAND 2.57R (CAT III) SQ. FT. ACRES WETLAND AREA 932 0.02 PERM. WETLAND IMPACT 932 0.02 WETLAND 2.61R (CAT 111) SOFT. ACRES WETLAND AREA 1305 0.03 PERM. WETLAND IMPACT 1305 0.03 AR (2 FT WIDTH) SQ. FT. ACRES JURISO. DITCH IMPACT 6 <0.01 .r A Washington State Department of Transportation SHEET: 17 OF: 20 60 60 PERMANENT 50 50 IMPACT SIR167 40 WETLAN 2.31 R 40 PROPOSED 30 ROADWAY - - 30 20 EXISTING -� 20 PROPOSED GROUND MEDIA FILTER DRAIN DITCH 10 T - - — - - 10 0 10 20 30 40 50 60 70 80 90 100 110 SECTION L-L (MP 26.17) 80 PERMANENT WETLAND - 80 2.57R IMPACT 70 EXISTING 70 S 14TH ST 1 � 60 ' L- EXISTING GROUND 60 50 Nip* 50 NS 1-405 PROPOSED rt ROADWAY 40 I 40 - PROPOSEo�--_ ROADWAY 30 30 -20 -10 0 10 20 30 40 50 60 70 80 SECTION M-M (MP 2.57) 80 80 70 EXISTING GROUND - 70 PERMANENT WETLAND 60 2.61R IMPACT 60 50 EXISTING S 14TH ST \ NEI 1-405 E N1 IE N _ 50 ' 40 / PROPOSED 40 ROADWAY 30 30 30 -20 -10 0 10 20 30 40 50 60 70 75 SECTION N-N (MP 2.63) NOTES: 1. ALL DIMENSIONS ARE IN FEET. 2.CROSS SECTION SCALES ARE DRAWN AT 1HAV. PROJECT: "OSISR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 - Aloft PURPOSE: ROADWAY IMPROVEMENTS APPLICANT: WSDOT PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING IMF LOCATION: I-40SISR167INTERCHANGE, RENTON, WA NEAR: RENTON Washington State SR 167 MP 24.80 TO MP 26.26, I-405 MP 2.32 TO IMP 3.96 WATER BODY: ROLLING HILLS CREEK A WETLANDS tOtlOn Department of Transportation p p DATUM: HORIZONTAL: NAD 83 /91. VERTICAL: NAVD 88 ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: IV2S2015 SHEET: 18 OF: 20 T. 23N. R. 5E. W.M. of / I 1-405 RMI�/// I ®/ D2.61L I 0 50 100 � SCALE IN FEET / D26L I I el " BIOSWALE EXISTING CULVERT C49 MP 2�5 / , 4 J - MP 2.10 PROPOSED EXISTING EARTHEN CULVERT C48 " BERM WETLAND 2.61 O• O / p ISr if fir' " ;PROPOSED KW OLYMPIC PIPELINE EXISTING I I OLYMPIC WETLAND 2.7R PIPELINE w K ;/7 I r LEGEND __LROADWAY CENTERLINE _OHM- ORDINARY HIGH WATER LINE -------- WETLAND BOUNDARY �u -ILL WETLAND • • • • • • • • • . WETLAND BUFFER �- PROPOSED STREAM CENTER LINE -r~- - EXISTING STREAM CENTER LINE • • • • • • • STREAM BUFFER CUT- CUT LINE FILL- FILL LINE EXISTING DRAINAGE CULVERT PROPOSED DRAINAGE CULVERT EXISTING DITCH 3 PROPOSED DITCH PERMANENT JURISDICTIONAL DITCH IMPACT - - - - - - RIGHT OF WAY EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT] Sr EXISTING STORM DRAIN ST ST PROPOSED STORM DRAIN A A PROPOSED WALL ®PERMANENT WETLAND IMPACT ®LONG-TERM TEMPORARY WETLAND IMPACT PERMANENT WETLAND BUFFER IMPACT TEMPORARY WETLAND BUFFER IMPACT ?�?I PERMANENT CONVERSION IMPACT PERMANENT x x STREAM IMPACT r' TEMPORARY -'.' • STREAM IMPACT INDIRECT PERMANENT WETLAND IMPACT OO PROPOSED DETENTION POND ® PROPOSED EARTHEN BERM WETLAND/ DITCH IMPACTS WETLAND 2.6R (CAT III) SO. FT. ACRES WETLAND AREA 7,764 0.18 PERM. WETLAND IMPACT 3,4SS 0.08 LONG-TERM TEMP. 648 0.02 WETLAND IMPACT PERM. WETLAND BUFFER IMPACT 13,226 0.30 TEMP. WETLAND 2,198 0.05 BUFFER IMPACT D2.6L (8 FT WIDTH) SQ. FT. I ACRES JURISD. DITCH IMPACT 11,016 1 0.02 D2,61L (1 FT WIDTH) SO. FT. ACRES II JURISD. DITCH IMPACT 88 <0.01 PROJECT: 1-40SISR167 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014_-29 PURPOSE: ROADWAY !IMPROVEMENTS APPLICANT: WSDOT PROPOSED:7.0 ACRES OF IMPACTS TO WETLANDS AND OTHER WATER COUNTY: KING TWO LOCATION:1-40SIM67 INTERCHANGE, RENTON, WA NEAR: RENTON Washington State SR 167 MP 24.60 TO MP 26.26, 1-405 MP 2.32 TO MP 3.96 WATER BODY: ROLUNG HILLS CREEK 3 WETLANDS DATUM: HORIZONTAL: NAD 83 /91. VERTICAL: NAVD 88 Department of Transportation ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 1052015 SHEET: 19 OF: 20 �80 80 EARTHEN BERM (BEYOND) 70 .. 1-405 R/W __ 70 R/W 60-1FTEXISTINGG P '�I 60 APPROXIMATE RELOCATED SANITARY SEWER LOCATION PROPOSED WALL PROPOSED BERM - 2HA V 50 EXISTING OVER PIPELINE 50 GROUND AND SANITARY PIPE PROPOSED CULVERTCOVER SEWER 40 40 APPROXIMATE RELOCATED PROPOSED CULVERT PIPE (BEYOND) LONG-TERM TEMPORARY PIPELINE LOCATION 70PERMANENT P WETLAND IMPACT 30 WETLAND PERMANENT LONG-TERM TEMPORARY PERMANENT PERMANENT ,_.;.6R BUFFE WETLAND WETLAND 2.6R IMPACT - _ WETLAND WETLAND 2.6R IMPACT I Z.6R IMPACT 2.6R IMPACT BUFFER IMPACT 20 TT-T T I I ____7 - 20 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 SECTION O-O (MP 2.67) 70 60 50 40 30 ROADWAY -,TOP OF ROADWAY FRESH GRADE BARRIER l / PROPOSED / CULVERT ✓\ COVER -/ EXISTING CULVERT - - - - EXISTING (BEYOND) GROUND SECTION P-P 70 60 50 40 30 NOTES 1. ALL DIMENSIONS ARE IN FEET. 2. CROSS SECTION SCALES ARE DRAWN AT 1HAV. PROJECT: 1-105'SR767 INTERCHANGE DIRECT CONNECTOR REFERENCE: NWS-2014-29 PURPOSE: ROADWAY WAPROVEMENTS APPLICANT: WSDOT PROPOSED:7.0 ACRES OF YNPACTS TO WETLANDS AND OTHER WATER COUNTY: KING LOCATION:1-40SW67 INTERCHANGE, RENTON, WA NEAR: RENTON Washington State SR 167 M► 24.80 TO MP 26.26, "05 MP 2.32 TO MP &% WATER BODY: ROLLING HILLS CREEK NE WETLANDS rans Department of Transportation P P DATUM: HORIZONTAL NAD 83 /91. VERTICAL: NAVD 88 ADJACENT PROPERTY OWNERS: SEE ATTACHMENT C DATE: 1V2S=15 SHEET: 20 OF: 20