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R-2024-218 Resolution authorizing an agreement with TTC Construction Inc for 34th Avenue/Fruitvale/River Rd Boulevard Roundabouts Project 2447
RESOLUTION NO. R-2024-218 A RESOLUTION authorizing an agreement with TTC Construction Inc for construction of the 34th Ave/Fruitvale/River Rd Roundabouts Project 2447. WHEREAS, the City of Yakima (City) desires to enter into a contract with TTC Construction Inc for construction of the 34th Ave/Fruitvale/River Rd ROB Project 2447 (Project); and WHEREAS, the Project consists of constructing dual roundabouts; one at the intersection of 34th Ave and Fruitvale Boulevard and one at River Road and 34th Ave.; sidewalks, bike lanes, drainage and other work; and WHEREAS, the City used the procedure established by Washington State law for the bidding and awarding of public capital improvement projects; and WHEREAS, TTC Construction Inc was determined to be qualified to perform the needed construction work; and WHEREAS, the contract will be null and void if bond, certificate, and required insurance certificate and endorsement are not received within specified timeframe; and WHEREAS, the Scope of Work and Budget included in this contract meets the needs and requirements of the City of Yakima for this Project; and WHEREAS, the City Council of the City of Yakima finds that entering into the contract with TTC Construction Inc for construction of the 34th Ave/Fruitvale/River Rd ROB Project 2447 is in the best interests of the City and its residents; now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF YAKIMA: The City Manager is hereby authorized to execute a contract with TTC Construction Inc, attached hereto and incorporated herein by this reference, not to exceed Three Million Nine Hundred Thirty-Four Thousand Three Hundred and Sixteen Dollars and Twenty Five Cents ($3,934,316.25) to provide construction services outlined in the contract. ADOPTED BY THE CITY COUNCIL this 10th day of December, 2024. PKIMq��� atricia Byers, yor ATTEST: �' * �h * �SEAL Ros.li. da Ibarra, City Clerk „G__- CONTRACT THIS AGREEMENT, made and entered into in triplicate, this 10th day of December , 2024, by and between the City of Yakima, hereinafter called the Owner, and TTC Construction, Inc. , a Washington Corporation, hereinafter called the Contractor. WITNESSETH: That in consideration of the terms and conditions contained herein and attached and made a part of this agreement, the parties hereto covenant and agree as follows: I. The Contractor shall do all work and furnish all tools, materials, labor and equipment for THE BID AMOUNT OF:$ 3,934,316.25 , for Fruitvale Blvd/River Rd/34th Ave Roundabouts, City Project No. 2447, FHWA Protect No. HSIP-NHFP-000S(473), TIB Project No. 8-4-180(027)-1, HLA Project No. 22136, all in accordance with, and as described in the attached specifications and the 2024 Standard Specifications for Road, Bridge, and Municipal Construction which are by this reference incorporated herein and made a part hereof, and shall perform any alterations in or additions to the work provided under this contract and every part thereof. Contract time shall begin on the first working day following the Notice to Proceed Date and shall be completed in one hundred forty(140)working days. If work has not commenced within the ten (10) days after the notice to proceed, the first chargeable working day shall be the eleventh (11th)working day after the date on which the City issues the Notice to Proceed. If said work is not completed within the time specified, the Contractor agrees to pay to the Owner the sum specified in the Standard Specifications for each and every day said work remains uncompleted after expiration of the specified time, as liquidated damages. The Contractor shall provide and bear the expense of all equipment; work and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this contract and every part thereof, except such as are mentioned in the specifications to be furnished by the City of Yakima. II. The City of Yakima hereby promises and agrees with the Contractor to employ, and does employ the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the attached plans and specifications and the terms and conditions herein contained and hereby contracts to pay for the same according to the attached specifications and the schedule of unit or itemized prices hereto attached, at the time and in the manner and upon the conditions provided for in this contract. III. RCW 35.22.650: Contractor agrees that the Contractor shall actively solicit the employment of minority group members. Contractor further agrees that the Contractor shall actively solicit bids for the subcontracting of goods or services from qualified minority businesses. Contractor shall furnish evidence of the Contractor's compliance with these requirements of minority employment and solicitation. Contractor further agrees to consider the grant of subcontracts to said minority bidders on the basis of substantially equal proposals in the light most favorable to said minority businesses. The Contractor shall be required to submit evidence of compliance with this section as part of the bid. Nothing in this Agreement, including, without limitation, the provisions of Section 16, shall require Contractor or any of its subcontractor(s)to take action that would be deemed discrimination or preferential treatment in violation of RCW 49.60.400. Pursuant to RCW 49.60.400(6), this Section does not prohibit action that must be taken to establish or maintain the City of Yakima's eligibility for any federal program, if ineligibility would result in a loss of federal funds to the City of Yakima. IV. The Contractor for itself, and for its heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all the covenants herein contained upon the part of the Contractor. G\[PROJECTS\2022\22136E\Specifications\Addendum\22136 Contract Pages 4-2R and 4-3R docx4- 4-2R V. It is further provided that no liability shall attach to the City of Yakima by reason of entering into this contract, except as expressly provided herein. IN WITNESS WHEREOF the parties hereto have caused this agreement to be executed the day and year first herein above written. Countersigned: CITY OF YAKIMA CONTRACTOR this 4I day of pet... 2024. TTC Construction, Inc. , a WA Corporation /?"-----' Construction Company By: � , City Manager Signature Contractor Signature i I G+VYs Shannon Heckart V (Printed Name) _,,.,..,,, (Printed Name) =—.tp.KlM,y"s Attest: % .• 4i I i SEAL•1 t% �* r �. ,is/ . . 4!'%_ /I%�.� s: President City Clerk "4 yZ••• •.e= (President, Owner, etc.) 4h-/SHING — Address: 12871 Summitview Road CITY CONTRACT NO: 4-` —al /-7 00 RESOLUTION NO: -'Iv' al a Yakima, WA 98908 G\PROJECTS\2022\22136E\Specifications\Addendum\22136 Contract Pages 4-2R and 4-3R docx4- 4-3R 411111. 0 Washington State Department of Transportation Authorized Signatures List the name and title of those individuals in your organization who are authorized to execute proposals, contracts, bonds and other documents and/or instruments on behalf of the organization. Specify if more than one signature is required. NOTE: Signature must appear next to name Name (Typed) Signa ure Title Shannon Heckart ,�„w� President Name (Typed) Signa R AleAnthony J Heckart ��� 7 Vice President Name (Typed) Signature Title Zachary Heckart Secretary Name (Typed) Signature ' Title Name (Typed) Signature Title Name (Typed) Signature Title Name (Typed) Signature Title Name (Typed) Signature Title Name (Typed) Signature Title Name (Typed) Signature Title Name (Typed) Signature Title The undersigned, being duly sworn, deposes and says that the foregoing is a true statement of facts concerning the individual, corpration, co-partnership or joint venture herein named, as of the date indicated: Name of Firm-Be Exact TTC Construction, Inc Sworn to before me this ( DM day of .Th'cam - C9LI ('Cj-i -tA Ir° )* No aSy,,Q, i c Authorized Signature(s) / ``:<\;17-2p ,0 x,;-.'S- �, • O 2� e �+ ✓'v NpTARy a eys.•® o: -\ n PUBL\C cv,/i. , %// n Umber,•\ \ otary Seal Corporate Seal(s) DOT Form 420-007 EF /1//////111�\\\\�� Revised 10/02 `y7ljlt r<- ii! 'I! • l'. s . BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. 7.J. For Meeting of: December 10, 2024 ITEM TITLE: Resolution authorizing an agreement with TTC Construction Inc for 34th Avenue/Fruitvale/River Rd Boulevard Roundabouts Project 2447 SUBMITTED BY: Bill Preston, Acting City Engineer SUMMARY EXPLANATION: The 34th Avenue/Fruitvale/River Road Roundabouts Project 2447 consists of installing 2 roundabouts. One at 34th Avenue & Fruitvale Boulevard and one at 34th Avenue & River Road. The City of Yakima used the procedure established by Washington State law for the bidding and awarding of public capital improvement projects with TTC Construction Inc being selected to provide construction on the project in the amount not to exceed $3,934,316.25. The federal project funding includes HSIP, NHFP, TIB, and HLP. ITEM BUDGETED: Yes STRATEGIC PRIORITY 24-25: A Resilient Yakima RECOMMENDATION: Adopt Resolution. ATTACHMENTS: Resolution Contract TTC 2447 65 City of Yakima Change Order Change Order Number Fruitvale Blvd/River Rd/34th Ave Roundabouts Change Order Date 3/3/2025 Project: (Name) 9 (Number) FA No:HSIP-000S(473) - TIB No:8-4-180(027)-1 Contract Number City: 2447/HLA 22136 To: (Contractor) -- -1 Contract Date 12/10/2024 01 TTC Construction, Inc. 12871 Summitview Road Yakima, WA 98908 J You are directed to make the following changes in this Contract: CHANGE ORDER NO, 1 Item # Description Unit Qty Unit Price Change Amt. A18 Catch Basin Type 1 EA 1 $2,200.00 $ 2,200.00 A24 Cement Traffic Curb and Gutter LF 159 $32.00 $ 5,088.00 A30 Cement Conc. Sidewalk 4-Inch Thick SY 370 $63.50 $23,495.00 A31 Cement Conc. Curb Ramp EA 3 $1,450.00 $ 4,350.00 CHANGE ORDER NO. 1 SUBTOTAL: $35,133.00 8.3% Sales Tax applicable to SCH C Only: $0,00 CHANGE ORDER NO. 1 TOTAL: $35,133.00 This Change Order is being executed to add additional sections of pedestrian sidewalk, curb and gutter, and associated improvements beyond the multi -use bicycle/pedestrian sidewalks for increased pedestrian safety consistent with City of Yakima's Comprehensive Plan 2040. The work associated with this Change Order shall be performed as outlined by the WSDOT Standard Specifications and current contract with TTC Construction, Inc. The Engineer evaluated the baseline schedule submitted by TTC and determined (4) additional working days are justified and shall be granted for the added work, DBE COA is not affected by this change. As outlined by the contract, BABA requirements apply to all materials incorporated into the project. Plan sheet revisions associated with this work are included in Change Order No. 03. Not valid until signed by both the Approving Authority and Contractor. Signature of the Contractor indicated agreement herewith, including any adjustment on the Contract Sum or Contract Time. The original Contract Sum was $ Net change by previous Change Orders $ The Contract Sum prior to this Change Order The Contract Sum will be: ® Increased ❑ Decreased ❑ Unchanged by this Change Order $ The New Contract Sum including this Change Order will be 3,934,316,25 0 3,934,316.25 35,133,00 3,969,449.25 The Contract Time will be: ® Increased 0 Decreased ❑ Unchanged by 4 working days The New Contract Time wilt be 144 working days Contracto Title Secretary Date 3/24/2025 Baud on DOT Form 570-001 EF Revised 0B/2021 Approval Recommended Michael R, Heit, PE, Project Engineer - °ig,IaIIY sign#41 ny Darr 2Q2004141 t3y Date By Date Approval Recommend Bill Prestart . PE;'"'G lv n in D Date ► i t[� C 7 tJ . 7 original to: 0 Contractor Copies to: 0 Region 0 Construction Administrator 0 OSC Accounting 0 City Engineering CITY CONTRACT NO: q,, RESOLUTION NO:-2' City of Yakima Project: (Name) Fruitvale Blvd/River Rd/34th Ave Roundabouts (Number) FA No:HSIP-000S(473) - TIB No:8-4-180(027)-1 Contract Number City: 2447/HLA 22136 To: (Contractor) Contract Date 12/10/2024 Change Order 02 TTC Construction, Inc. 12871 Summitview Road Yakima, WA 98908 J _J Change Order Number Change Order Date 3/03/2025 You are directed to make the following changes in this Contract: CHANGE ORDER NO, 2 Item # Description Unit Qty Unit Price Change Amt, A14 Storm Sewer Pipe LF -860 $64.00 $(55,040.00) A14 CO1 - Storm Sewer Pipe LF 885 $73.00 $64,605,00 CHANGE ORDER NO. 2 SUBTOTAL: $9,565.00 8.3% Sales Tax applicable to SCH C Only: $0.00 CHANGE ORDER NO, TOTAL: $9,565,00 This Change Order is being executed to direct the contractor to use the City's preferred 3034 Storm Sewer Pipe in lieu of ADS pipe and to compensate the contractor for the associated cost increase. The contract specifications in section 7-04 included multiple options for type of Storm Sewer Pipe, however, the City's preference is to utilize the 3034 Storm Sewer Pipe in this application. DBE COA is not affected by this change. No additional working days are granted for this Change Order, Not valid until signed by both the Approving Authority and Contractor. Signature of the Contractor indicated agreement herewith, including any adjustment on the Contract Sum or Contract Time. The original Contract Sum was Net change by previous Change Orders The Contract Sum prior to this Change Order The Contract Sum will be: NI Increased 0 Decreased 0 Unchanged by this Change Order $ The New Contract Sum including this Change Order will be The Contract Time will be: 0 Increased 0 Decreased ® Unchanged by N/A The New Contract Time will be 144 working days Secretary 3/24125 Based on DOT Form 570-001 ET Reused 09/2021. Original to: 0 Contractor Approval Recommended Michael R. Heil, PE, Project Engineer By. :=',. R,d�cr' n�e�zoas rsaxsrwni"rsn Date 4,316,25 35,133.00 3,969,449.25 9,565.00 3,979,014.25 working days Approval Recommended Bill Preston, PE, City Engineerommunity 0 Date Approv Copies to: 0 Region 0 Construction Administrator 0 OSC Accounting 0 City Engineering CITY CONTRACT NO: Lv�tr�Z11 6hunC.j, 0 `CcktotMZ RESOLUTION NO: r`-2a2-14- 4 City of Yakima Change Order Change Order Number Fruitvale Blvd/River Rd/34th Ave Roundabouts Change Order Date _ 3/3/2025 Project: (Name) 9 (Number) FA No:HSIP-000S(473) - TIB No:8-4-180(027)-1 Contract Number City: 2447 HLA 22136 To: (Contractor) Contract Date 12/10/2024 03 TTC Construction, Inc. 12871 Summitview Road Yakima, WA 98908 J You are directed to make the following changes in this Contract: CHANGE ORDER NO. 3 Item # Description Unit Qty Unit Price Change Amt. C75 Doghouse Manhole 48-In. Diam. EA -1 $6,500,00 $(6,500,00) C78 PVC Rest, SS Pipe 12-1n, Diam. LF -65 $188.00 $(12,220,00) C79 PVC SS Pipe 12-In, Diam. LF -70 $99.00 $(6,930,00) CSO PVC SS Pipe 8-In. Diam. LF 33 $82.00 $2,706.00 C81 Sanitary Sewer Service 4-Inch Diam, LF 45 $81.00 $3,645.00 C82 Jack/Bore Steel Casing Pipe 20-In, Diam, (Intl Bore Pits) LF -65 $1,200,00 $(78,000,00) C83 Commercial Driveway Approach Repair SY -25 $98.00 $(2,450.00) C84 Railroad Flagging DAY -5 $1,800.00 $(9,000.00) CHANGE ORDER NO. 3 SUBTOTAL: $(108,749.00) S.3°lo Sales Tax applicable to SCH C Only: $(9,026.17) CHANGE ORDER NO.3 TOTAL: $(117,775.17) Due to a conflict with underground irrigation pipes located during construction, this Change Order is being executed to revise the Sewer Main Design along Fruitvale Boulevard to flow a different direction, As a result, the sewer main will no longer cross the railroad tracks to the north and the associated Doghouse Manhole, 12-Inch Restrained Sanitary Sewer Pipe, 12-Inch Sanitary Sewer Pipe, 20-Inch Jack/Bore Steel Casing Pipe, Commercial Driveway Approach Repair, and Railroad Flagging items are eliminated, In addition, the 8-Inch Sanitary Sewer is increased 33 feet in length and an additional 45 lineal feet of 4-Inch Sanitary Sewer Service is added. This Change Order increases the quantity for DBE COA work, Contract time is reduced by four (4) days due to the reduction of work. Not valid until signed by both the Approving Authority and Contractor. Signature of the Contractor indicated agreement herewith, including any adjustment on the Contract Sum or Contract Time. The original Contract Sum was $ Net change by previous Change Orders $ The Contract Sum prior to this Change Order $ The Contract Sum will be: 0 Increased • Decreased 0 Unchanged by this Change Order $ The New Contract Sum including this Change Order will be ............................................ $ 3,934,316.25 44,698,00 3,979,014,25 (117,775.17) 3,861,239,08 The Contract Time will be: 0 Increased ® Decreased 0 Unchanged by -4 working days The New Contract Time will be 140 working days Contractor Title Secretary Date 3/24/2025 Approval Recommended Michael R. Heil, PE, Project Engineer Olgnaity signed by Mdsaai R Hen ByDaC*: 2025i414 i:f:10'.'�d.ITi%P Date Constru Date Approval Recommended Bill Preston, PECgj Engineer/Com unity DevDirector Based on DOT Farm 570.U01 EF Revised 08/2021, Original to: 0 Contractor Copies to: 0 Region ❑ Construction Administrator 0 OSC Accounting 0 City Engineering CITY CONTRACT %uZk-ZI'��^3E' d rcLex .}�3 N RESOLUTION NO: ���'�� 112 Fruitvele " SPECIAL NOTES .. A DA DE,4,,= SEP.,,22N PROM ADDE 5 4,2' S7ANDAROS 2;2li C^. REMEN W+EGF '.ott 9E?N �N F: `A+ WATR Mh',v AND N4, '.`AR' SF 4irc"# Un r<r rt A.DRAS C4,040 yE /SaNs*n -E wFa ro ^.: A-F i».� SDA2, Nf743 22, 27.claI PVC H Engineering and Land SUN 147+Op 2803 hnm Road Yakima, WA 98902 F.. 509,965,3800 N.P.R.R.Maches Spur(B.N CAR, & JEAMNIE JENNERJOHN ( 1813M15-Y,PMS KITTELSON & ASSOCIATES 242 EAST SPOLLANE BOULEVARD, SUITE Spa SPOKANE. WA 103202 P 6002178.5230 14E+00 CITY PROJECT NO. 2447 TIB PROJECT NO 84-180(027)4 L uiluiaLULL CONSTRUCTION NOTES, CITY OF YAKIMA FRUITVALE BLVD/RIVER RD/ 34TH AVE ROUNDABOUTS UTILITY PLANS U3 25 ,. 78 �LL STA. 15t..35, 14e>' 0T MfGUEE_ 3 LUZ SANCHEZ (181315-14402 ) HT, ng and land Surveying, Inc. N.P.R.R. Naches Spur(B,N.S,F 2403 R., Road Yakima, WA 98902 Flu 509,965300 w•vw.hlacivihcom L"_ _ 'Xl00l40 14OUNI3 IAT LF.NTt$1.TNE 3U04TH BROWN ( 181315-14421) KITTELSON & ASSOCIATES P42 EAST SPOKANE BOULEVARD. SANTE 303 SPOKANE, WA 120202 P BOBdGb S2110 ro- GOFF MANAGEMCNT Li0 ( 101325.14459,) *" SPECIAL NOTES** . 6 NET'coY 00 YA(1486WATERLjNE NDNROTAHLE CONNTdYANCE S'r TEMS" „STpN0002S PQR SF'ARRnON AND 00145T00054i RCZTIRED 00 ARATKH4 ELTWE fv N[Vtl WATLR %1Aik "AN_ STORM/SANITARY 110600 MAI AND 1A0E0ALS CANNOT BE MET, STIORM/SANi04RY 43240R, MAIN AND LATERALS SHALL ' R[ CONS`Ri0Ci$0 *NT ONE 0500. d.EING134 OF C—N{}O PVC ' 4RL.541RE RATED 404PE FXN1E9tED ON 1100 CR05SING. 154F00 155+00 CITY PROJECT NO, 2447 TIB PROJECT NO, 9-4-1801027_)-1. vu00 SITE F NYDLT 2 1 ADDED 0 18a2 01. N04001, z=sa DATE 0:10 NAME ▪ Ah41NG I4.4tw7 ▪ Aw22TI 04R PROFILE. 224 SO.cf vq CONSTRUCTION NOTES: tA4 AL NE& 8" r fN 5 GRACE 40W PEN tei ANON 5 EE4�TR!iE�.i W 44 LONG t01G E4201G F, ANp0A0_ 00 004S 54 V.044 0HEF A 1141 fS ER fRi "T44444AK DA 445010NDARID AN YN 5450E h 44404 M011001. CITY OF YAKIMA FRUITVALE BLVD/RIVER RD/ 34TH AVE ROUNDABOUTS U4 DESIGNED 3'+ MOH/F0A €111000D 01 AJN UTILITY PLANS AHEA 26 00 78 H Engineenng and NO3 Ft e r R9190and Y14 aa. WA 2 509 91, 71991 fax 509.965.3800 49+00 50+20 KITTELSON & ASSOCIATES 202 EAST SPOK NE KKK EVARO. SURE 303 SPOKANE, WAN9202 P 800.9%sna 51+00 CITY PROJECT NO, 2447 TIB PROJECT NO B4-180(027 -1. 52,00 1145 1125 CONSTRUCTION NOTES: ?APll''607 °+r %A CITY OF YAKIMA FRUITVALE BLVD/RIVER RD/ 34TH AVE ROUNDABOUTS U5 UTILITY PLANS 27 78 Fruitvale Blvd CENTRAL ISUW D CURB H gineenng and Land Sury 2803 River Road Yakima. WA 989o2 509.966.7e00 F22 5n9.965.3Boo „wn'.hdacMlcOm KITTELSON & ASSOCIATES EDE EAST SPOKANE BOULEVARD, SUITE SW SVOKIINE, WA 9SR02 P SOOSMS230 JOB NUMBER:IDATE: 27084 49-23-2 FILE NAMES: .... DRAWING: PLAN: 1 SIDEWALK ADDITION 05/05/2625 REVISION DATE ENTERED BY. CITY OF YAKIMA FRUITVALE BLVD/RIVER RD/ 34TH AVE ROUNDABOUTS CURB HORIZONTAL CONTROL GG2 34678 2803 Riser Rend Yakima, WA 98ktY2 5trs).ed6::'nt)ik Atity9665.'ifitto IF KITTELSON & ASSOCIATES 202 EAST SPOKANE ROULEVAR4, suite be53 SPOKANE, WA Pellti2 gt,MITEte DAT JOS NUMBER. 'i AT. D VAtie 9._23-24 FILE NAMES' €7RAWING. PLAN: ENOPts RESIGNED BY: ':MAMA ENTERED Pt 0SC STREET CONSTRUCTION NOTES uaw tvw RNA See totecNetettue en sheets ASS SS. Comte. nem meet, f.tfraere sothw&Y. WStOt stanched Clan F4O tOitYA Cima,'imt new CC{nyt£ concte„te bie MeV , Context femme c, crdte emu eruct x onmeet now Limn rwnvfe em. Construct crew motes. Puce prey cement Ea=rryte r t,rh & meter, wyo oT Nanette tikrt EiiifM4 MOM 3 t ConAmot neat r otionout cement omorete cur§ F. 9ut:er, WSW gaunt Mato ]ro,l&S3 flint 2). Context new rmurdesote met at Mans cement iotrest;.via WSCYJY Potted Mom CtRRT'.M ,,t','.ueb 3t. S onsectet rrEty Cem"diri' Cy rrety C at^=.Ir& ancf giRre, wscorr htnncare plan F-iw.ty-ft4, canemmt nee Nth cement cem.tete rmot Colston Mr, cement o cfl& tX,YNcz.,rt & gutter to morzbattcnt, cea'tem corzrevc cut & etrtte, m 5'net Reinete,xrc,aa Sy tole. Otemnom cx.°h memo,. metes out meets een tt rtOT sta,icard CITY OF YAKIMA FRUITVALE BLVD/RIVER RD/ 34TH AVE ROUNDABOUTS ROADWAY PLAN RD1 39 78 H Engineering en ' 2803 River Road j Yakima, WA989o2 509.966.7000 Fax 509_965.3800 www,hlacihl.rom KITTELSON & ASSOCIATES 202 EAST $POKANE BOULEVARD; SUITE 303 SPCObANE< WA 99202 t00044151230 - SIDEWALK ADDITION RENSC44 52550/2a25 DATE Fruitvale Blvd J08 NUMBER: DATE, 27984 89-23-24 801 NAMES: _.._ DRA98NG: PLAN: PROFILE: QE35GNED 8Y, Ina/9505 ENTERED 8Y: a5C STREET CONSTRUCTION NOTES !"r typtai se tuos an shoots PSI • PSS. 4400'5 !tea corstrxucn. k a0xm tomcat a daol Riau tune curb& d (Curb cement 1&Ofi Construct rmw lash cement mutrete curb. Transition #ram cement Concrete balk curb & gutter so mundabm2 tomcat annotate cut & outlet in 5 kes. Prnon82 street 104 R#xato existing otrity Pda. (t31 Culatru 2 Uacken. ale sidewalk C stnti.9" basal rook mWcb. IJit Presets&& Protect existing vaut. CITY OF YAKIMA FRUITVALE BLVD/RIVER RD/ 34TH AVE ROUNDABOUTS ROADWAY PLAN IXc»dwes.5ee.545001 RD2 SEET 40or78 E-S [2]' Curb Fbwl,ne Pr Mk, +oRIrorvrni SCA, vCancnLuxr_ r x If.GH PT it Cd -. WO, 'E-S' Curb FlowIoe Profile IOW tea", "S=W Curb Fbwfma Profile wanr:a, xaxc , , H ineering and [and Surveying, In 2S03 River Road Yak1 na. WA 989o2 Aoq,966.-aroo Fait 58848.38m www.hladvii.com KITTELS©N & ASSOCIATES 202 FAST SPOKANE BOULEVARD, SUITE SOS SPCW,ANE, WA 8f2O2 PEOD.R£#.5230 1 • SIDEWALK ADDITION OU 4/2625 RENSION DAT JOB NUMBER,; DATF 21984 Oa - FILE Ntl/ESI BRANN G' PLAN: PROFILE' DESIGNED BY: AA JVSW ENTERED BY, BBC CITY OF YAKIMA FRUITVALE BLVD/RIVER RD/ 34TH AVE ROUNDABOUTS CURB PROFILES CP1 r 52 * 78 H Engineering and land Surveying, 2803 River Road 1 Yakima, WA 989o2 500.966.7000 Fax 5n9.965,38nn www.hlariviLcom KITTELSON & ASSOCIATES 202 EAST SPOKANE 9OULEYAAO, WOE BOB SPOKANE, WA 89902 P000.87145230 1 • SIDEW&003DMMION REVISION 41,04/2425 DATE River Rd JOB NUMBER: [DATE: 27984 09-2.2-24 8M00 FILE NAMES' DRAWING PLAN: PROFILE': OES5ONE17 BY: '4481 8 ENTERED BY, 0.SC CITY OF YAKIMA FRUITVALE BLVD/RIVER RD/ 34TH AVE ROUNDABOUTS CURB RAMP KEY MAP CP4 5578 H Engineering and land Surveying, a0o3 River Rood Yakima, WA Ogee 50q.9e6.00a1 Fax 500 965.'38oa kmw.hlaeivilrorn KITTELSON & ASSOCIATES 202 EAST SPOKANE 3O J1EYAR0. 5U1TE 302 SPOKANE, WA 99202 P aoo.570S23o Fruitvale Boulevard 1 SIDEWALK ADDITION DIESESPISS REVISION DATE J08 NUNREA DATE: 27984 j 09-23-24 FILE NAMES' ORAWAE91806G PION: PROFILE 0E2182E0 8, ENTERED 92 00 Fruitvale Boulevard klat 1.40.31 ,R?5,50": A96.5r: ABBREVIATION _EGEND w.:SAW. e m ners alw SI SETE rt I -As.Wmi merle CITY OF YAKIMA FRUITVALE BLVD/RIVER RD/ 34TH AVE ROUNDABOUTS CURB RAMP DETAILS CP5 382Et 56 or 78 �^• i39 J1 d} ,�" "^ti $ _._. sR x-, is.,,ir+cfl._.,.._ i�uso.r+ yg ".... �`'- _ ' ' Ramp Graaing d4 ,,....�._-" ""M«w*„..ate ,..-»�'' ....:. 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WA499a2 r 5049h5.-uoa y� axs6gues,sam, Surveying„ Inc www,hiacivil ram qt r tN tw" 202 SPOKANE, P9001»sxw EAST K` /��1y►MUMR: E` V &ASS©CIATE SPOKA soutEYAF6, surre 303 Wh s93ar OAiE. $79E4 08-23-24 _.._. _...... __ �ehxeNc NAMES: PIAN, pR CITY %�'� may/ ;y�}'r R VB I # 1� r FRUITVALE BLVD/R1VER RD/ 34TH AVE ROUNDABOUTS CURB RAMP DETAILS ki ___._._... s�EEr 87 or 78 .__- oRe�son rs{o aaoa xs NY s aEo ev: v ENFEREQ 0r, s3sc ABBREVIATION LEGEND ,awanr esew.na;�. tea. on awatrA�m..� H ioeeriing and land Surveying, Inc, B kima. 5(9.966.700 509.965:38Da ,hiorisii.eons KITTELSON & ASSOCIATES 202 EAST SPDNRNE BOULEVARD, SURE SOS SPO C NE, WA 99202 P 980.8T9.52&i i - SIDEWALA ADDITION 01/0412025 REWSICN DATE d06 NUMBED: 27984 FILE $98ES: 08A9NG: PLAN: PROFILE: DESIGNED 005 ---n ENTERED 84: CITY OF YAKIMA FRUITVALE BLVD/RIVER RD/ 34TH AVE ROUNDABOUTS CURB RAMP DETAILS CP8 85801 59c*-78 H neering and land Sury Inc. Road 509.%6:IMO Fax 509.965,38On www.ldacivilmm N,P,R.R. Naches Spur (B.N.S.F.) CARL & JEANNIE JENNERJOHN (181315,1015) I# KITTELSON & ASSOCIATES 202 EAST SPOKANE EIOULEVAR A. surrE 502 SPOKANE, WAIN= DOOSISSZKY SEE SNEE' )DI FOP CONTINUATION CITY PROJECT NO, 2447 TIB PROJECT NO 8-4-180jO27r1 RF0I5E0 591E Nt)F _ AJOl72Vu 1, 2, -. Ap OE REVt5109 ORAWN,C: Pk0701 iT_E- CONSTRUCTION NOTES: ASS3it (71.303A i709 0.AIN G:A Ui -01799:9105A(. VAhFO 08 AT AN. +:. ?,'a`r4NOhRiS ^LktJ 9- 5 +4NL 9' 30,40, AfiiN / R4_f; lnaaGut dR Li74910O184L V4NEr- i i00T ST8NOAR0 J''LAtu �N4C+. 98519 N,t NA"Ie,CYi_P' 4 9=1 00 27 LO""ER PF^i W ai 07470840 49.8E 8-Y020, 9«30.10, ANC VIO;WN 707E 12 94. 710E `AENE PERFORAT RAN POCK EWE �L 33 AND 38 4l8NS FOR (_N0 ft ?IA !n 12" D A. NIGH DENS, 14: PER,ORAT(0 447E _9VE,_079 74R 2:4 ON SHEET 'OR LENGTH RA7_ VELOPE CONS7P+NGT DRAIN TRENC4 :.ANih.1T I. kIR ()ETA, 2,2 ON _1 SO6 CITY OF YAKIMA FRUITVALE BLVD/RIVER RD/ 34TH AVE ROUNDABOUTS 900 PVC ORANN PPE,. )2 ,:TPct PLATE: OVER 0 CCNSMucTION 1JNrit DESCNED FEREO A DRAINAGE PLANS SO2 SEE, 61<>78 H gineering an g, 2803 Rivcr Road i Yakima, WA 01902 119066.701A1 Fa n 500.90.000 KITTELSON & ASSOCIATES 20P EAST SPOKANE SOULS 480D. SURE 303 SPOKANE, WA 40202 P 50030111030 p AT! DRAINAGE STRUCTURE NOTE N Tu VAN PIR (' TA(, NEW (:AN 9Aj"IN Tv r WI TF1 VAN IE ANO 2-''N(;i"r PVL' StGRM GRAIN GA5N 1'R`F ` W TH (412014E:C TGN AI CRAP_r AN"'� N C9U0 E'VC- STORM GM4AIN RPE_ i"A N W C4'fCH p rMf ` WTry 7d 71REf ON C:kA iE AN',i ^ x 6 "F-tMCN t.ROU 1>VC aTGRM I284IN PIPE ALL N5W (;A f1(4 9ASlN ivP[, � 48 NCB OIAM ith, g{TI BI'i� TION TRENCH FA 1 R W CA"CF t7ASN PF i W VA NEG RA I ANf ig S rCi TA '41W CAt(;H flASN Tvpr' WITH VANG'I) f4?A f AyD i0 -INCTV +'VC 511 18 (1RAi4 2822 i5NC 0(120) T"P 1NSTA 419 CAYfix BASN ._.._... _, ...__. 2 INCH Of AM 1/4 W S'11„.D f 1D 70 x 5 W x 5f) N I TRA t19ry TRh N(;u TS A NI;W (.Ai'£,F yA51N TYPET rE VAN F,G RA E vi af7 ( iR" t2 NCN 49047 PVC gTC1RM DRAIN PIPE (Stp CltlSOj (�) _ N Tian. AVE SPA 4gai8 T8, ' S' LT I vNSTAi NFW A 'M 13A N TYPE Y W I 4 D49 I DNA CSBATI/ 44. E,8 LG tY1 i-1NCH PVC STORM GRAN PPF FRUI T4* 5 HI � 5TA 9 3828 2U8 4 I ALL NfW CATC, 88 N T' E 1 W yi-01RECTI NAS GRAB- O VC STpFZMORAIN FIFE. {5 30 f3f150] i TRUITV4 4 VD, STA148,5481. 437 RT-NSt4LT NEW CAT NA !N TWE T 9 GIREC1CINA .414 AND ( 12INCH PVC STORM pRA/N BIBE, ($=210050) 14) FRUITVALE B V "TA 46 822 29 M19TA [ NEW CATCH 8A TYPE i WITH 0 OIR {;RATE +B t. fF 2-NCH PVC STORM DRAIN 'PE.((=G00245 dy,. 845;4 NEW CATCH 9A5N mE 1 W 4 8 DI - AL GPAS'f Ah5 L! (FR =TVALE 9. V0. StA 1484 g9 AR, 3.8 ,2- INCH STORM DRAIN 282. (54000, CIUS'le ROAD TA 48.29, 23 I' '. R1Vt4 ROAD. STA 4844$ 28, 2/ 9 B R VER RUA ). 4. 14 48+29 4 N 34TH AV4 5TA 48,92 224 IBC 4' YH AVf- STA 18+92 20, ' S ERU+T yA(ti RI VfJ, i!'A SG?z pi,+OTE A 'W PRETREATMENT M Ntt OI.- WITH 40,_ID BID, Ji3ft c':V % 542 18 iTRATdy TRENCH t'ATCH 94 4 22221 WITH BI2DIRECTIONAt 8,8,2 Atvr. FRUITVALE B1,82, SSA 94b4. 442 11 {"RU44.4BLVD. 224=48+2000 C.T+ 29 'vAi E .91. 4J s--" r t _ 24 29 3' R' 9 1E4184,88 . VD, 5TA 151488.45- A2 \n� 288I2114BLVD. STa 15,4 5522,5 CITY PROJECT NO. 2447 TIB PROJECT NO. B-4.180(027} -INCH $CORM DRAIN PPE (S-00952) A-: EW PRE1R(AtM NT MANHOLE WITH SOLID BD. W x 543 INT8TRA BON TRENCH .E" ATCH BASN TYPE I WIB4 N- .DIRECTIONA; -IN GN PVC, STORM DRAIN PI VE {S40.0 4) `M12, L NCW fATf:`i SASH 2282 i WTH 8 -t31RF.CT0,4 GR ATf 3T r 0 L-r4 VC STiiZM BRAIN PEPE ( 8000524 NASIALL NEW P-Rk" tP4 1 T MAkR OLC WITH Sour; 144 iNr1LTRAT,GN TRENfH NCTn NEW H 845,N 1,82 r 4,14 84.nIREC "T G,4AT: VC STORM 048PIPE 8S8000528 t IN4TA W ARE i'R. TAENT MANI+O S012) 15 "d„TA N W CATCH is ASN t WI TH R E1TREl„ (n8 ';T4A YE ry5 i..E 6L 'i?,-tNCH aVL itORM DHAIN PI, (S=G 00S0? .209 84/89224 22848 DAB: 9- 23-2 248 NA }RAVANG! A FiOPL(. E:.E:V CITY OF YAKIMA FRUITVALE BLVD/RIVER RD/ 34TH AVE ROUNDABOUTS DRAINAGE NOTES SD5 640, 78 LEGEND mr 1 AJNCITA �r LOOPGCO,W1, AND 0,0,00a0. 2803 River Road Yakima, WA 98902 ,5n9.966.700.1 Fax 509,965,3800 unvw.hlaciviLcom KITTELSON & ASSOCIATES 202 EASE SPO9 ANE BOULEVARD. STATE 303 SPORANEWA S4202 Pe00A78S230 1. SIDEWALK ADDITION 02224/2n25 REVISION DA1E JOB NUMBER,OA 27984 08 FILE NAME BRAW NG: FLAN: PROLE. OESiGNE0 8Y: Er+7ERE0 BY: 2 CITY OF YAKIMA FRUITVALE BLVD/RIVER RD/ 34TH AVE ROUNDABOUTS ELECTRICAL PLAN IL1 660,78 HINGED DEMANO RESET WITH P{T.YC;ARNONATE VIFOING SERVICE CABINET - EUSERC 308 NOTES LEGEND aau`�nr .x:�w- xiv�xsn�e n Ica..., axe Lrra,tr3ny.nT Fruitvale Blvd HL 2$D3RverRnad Xakima, WeARoan: Fax i09.5a9.X:9($.6.-3RnooD Engineering and land Surveying, Inc. ' .„„,.n1266i, o„ KITTELSON & ASSOCIATES 202 EST SPOKANE 80ULEVARD, SUITE 303 SP0KANE, WA 90202 l 000,1176Two 2 2 SIDEWALK ADDITION e5F24/7025 DALE 200 MADER:. ER:. A 27g84 D8 FILE NAFA6 DRA'AAND: PLAN. PROFILE DESIGNED 9r, ENTERED EFT CITY OF YAKIMA FRUITVALE BLVD/RIVER RD/ 34TH AVE ROUNDABOUTS ELECTRICAL PLAN IL2 %CET 67ce78 L UM NT1. Al A6 A7 A8 A10 All 1 46+48.16 22.84' 4T 118W MIN. •L LUMINAIRE PE-015T,` 49+48,96 60.56' LT ( SiBW MIN, .LEd-TYGE 4 4Rt$5,$7 4&7S LT 118W MIN. -LED•TYPC 4 47+18.91 42.52 LT i18W M1N. •LED•TYPE 4 47+39,98 67.60` RT.... 118W MIN, -LEO.TYPE 4 48t7734 43,17' RT 118W MIN.-LET}TYPE 4 18*7361 4234 LT 118W MIN AED•TYPE4 1 8,18 47i44.5i.,. s2.91 LI I1BW M1N -i 58. 04+14 47 SS 09 }273 LT i18W MIN-LED�TYPE 4 F�W 11$W MIN. -LED-TYPE 4 452 i 44+93.88 2235' RT 118W MIN.-LED+TYPE 4 A13 .m..19+00.67 13,60 LT 118W MIN. -LED-TYPE 4 AI4 i 19+31-40 16.11"RT I18W MIN, .LETSTYPE4 A15 11 49+07,97 31,74RT i 18W MIN, +8.4YPE4 A16 t.10+64,42 48,20' RT 11801 MIN.-LECATYPE 4 A57 151.72.37 { 45.171 RT 118W MIN. 410341111E 4 Ai8 j 101+99.9 36.07 RT A19 153+42.41 34. A 37,0 LT ED•TYPE 4 HEDULE 1N.-150-18 E 4 35 LT 11858 MIN_ -LED-TYPE 4 Xi 01+1 ,00+11, 4015.0.40.10€S Yi1.4Ll " Are ARA. 00A4UEA COATING, SINGLE LINE DIAGRAM CRT ! REMARKS 3 I INSTALL 05 ANG1E€) 3 t957911GNANGLE0 3 ..._V. INSTALL ON ANG1E4 INSTALL ON ANGLED WIRE NOTES CONDUCIONS 9014, LSE 451104140,041,+l0€011+810040+M11001000lYi, 0001 000.SHA1a.M ViEll ni 80,04 (a [xJt.Wtr AWrS. LEGEND RO41100 tWNT004448 Al .006 00. ✓11i'El, +11411D0.n+5 RAt1l f I.90Y.t�'R�1 • ewtEs§ 0.0,A r,A 00,0, TYPICAL LUMINAIRE LOCATION DETAIL r0 SCALE D 0 $' A., FOR 410`AD CONDUIT TRENCH SECTION vat r0scur 0+11' ON06 ,AA m ET. COmoerr+Rwm; REQUIRED 5=c PLANS raR CONDUIT TYPE. CONDUIT ENTRANCE AT PULLBOX PA,rouuE GENERAL NOTES 1, 00.44.001+4U1 00+0510110I00000Lc0"00,0 .+er s,a=mrGmnus un0,400 ,00 . S, R! G",Mrb131Y p:ACG,00. ;w3SlMNZMl:+S§twU HAVE A 35A5E F'ESA'tSUCY, a, tux.tunmosPiS,RatO 5.0EE RUSH 401010E 5010,VA R.9a2fAY#. HL A Engineering and Land Surveying, Inc. 2803 River Road Yakima, WA 98902 509,966.710o Fax 509.9E5.3800 www.Madvil.eom KITTELSON & ASSOCIATES 2O2 EAST 9POKA NE BOULEYARA:11k8'TE 303 SPOKANE, WA 99202 ♦0004719230 d08 NUMBER; DATE: 27984 09-23-24 FIRE NAMES: 0RAM0NG: PLAN: PROFILE: 1 • SIDEWALK ADDITION a1J24(2$28 REVISION DATE DESIGNED BY: ENTERED BY. CITY OF YAKIMA FRUITVALE BLVD/RIVER RD/ 34TH AVE ROUNDABOUTS ELECTRICAL DETAILS IL4 69 cie 78 PAVEMENT MARKING NOTES: �,.... APP€Y TEN +11 GROOPTES PLASTIC, TYPE 9, WHITE CROSSWALK MARKING AT S' O.C. PER V£St1OT STANDARD PEAN M"€S,AO `�. APPt,Y 4dNCiE PAINTED YELWA LOW E' LINE PER WSDOT 2 STANDARD Pt AN M-70.30. 3' APPLY 4. 8CH PAINTED YELLOW WUOLE CENTERLINE PER W60015TAN0ARD PLAN M-20.t0. APPLY fl-INbf FANGED WE IiTC'. EDGE LINE PEA WSGOr STANDARD PLAN MANIAC, 7" . APPLY 12-1NCH PAINTED WHITE WIDE CAET1P ENTRY LINE (TWO COATS) PER 414242'S STANDARD Pt AN '4-70 t0, APPLY 41NGH PAINTED YELLOW NU PASS LINE PER W500T STANDARD PAAN *2C.3G. SPAY 4.S#CH PAINTED YFI IOW 100,5 HATCH AFR WSi30T ,' SFANDARW PLAN M•74,60, E APPLY GROOVED WAVED TYPE R TRAFFIC ARROW PER INSEXTT STANDARD GAN M-24.46. D PLASTIC TYPE 8 BIKE RIDER UNION. AND OW PER WSO0T STANDARD PLAN M.4.56 :TAN0480 40 00 M.74. APSTY 8•SN04 PAINTED WHTCS 0000'O ERNE LINE PER WSNAI STANDARD P AN M-Z APPLY 8' NCH PAINTED 0HT1€ WIDE DOTTED CIRCULATING LANE LINE PER WSG1"3'C STANDARD PEAK 64-20.40, APPLY GROOVED PLASTIC TYPE 45TOP LINE PER W0000T STANDARD NAN 61-34.60 TTE RE -STRIPING ,14 ANY EXISTING MARKINGS THAT CWMAGEE 9Y PAVING OPERATIONS AND CANSTRUCrt05 STA 146483 T S47 *1q 14ry NOTES: V41NTE0 MA 2. AG 4446 SIGNS'NALL UTW MOUNI4O ON NEW 2' SQUA ... SIGNS ANC t4*88 440S UN PE INSTAL V D AND {t,31,',ATF;t TN ACC WREN FILMED GUIDELINES AMA REQUIREMENTS, 4, SIGN TEETTEPENG SHALT BE SIZED FOR 3S MPH SPEED LIMIT, _. Ats REQUIRES PAVEMENT MARKING RERIONAt SHALE BE INC_DENTAI. TO 4ATNE4T GOP "PAVEMENT' MARKINGS" 1 UP4F SUM, PROJECT SIGNING NOTES: H :8nd R6-4 AQUIW,>AEOUT I11AEC't 70NAL ARROW SIGN 2„430,. RE .2 GELD SIGN 38"X35"%35" 016.1?P 4DUNOANDUI (P08.51*) 243412E STA.14 Fruitvele Blvd STA. i4'r-'.43 ET STA, I45+83 TO, ; !'.TA, 144, 40 STA. 14N+80 280,I River Road Yakima 04A 080007 vn dSurseling,m b, = xr,4407Ntacivil,corn W 11.2 PEDESTRIAN SIGN 36"436'%36'. NEW RAPID GASHING BEACON SYSTEM PER SPECIFICATION SFCT 40448.71 W16-TPI DOWNWARD DIAGONAL ARROW (PLAQUE) 24"XIT' "ON EALSE SCD£ OF POST {LE. 2 PER POSIT 'INSTALL SIGN € ANO PRUIT4.ALE 9L POST AFTER 6 MON PAi t 4+5 AHFAi1 AG?. TO THE 53/94 SIGN COMBO ON TITS RIVER RD NES, CITY DO REMOVE SIGN, HAGS AND R4-I NEW KEEP RIGAT SIGN 24'X30" "4Btu,NT ON POST WSTE BREAKAWAY COON ER MOUNTING BRA046O SSA. 14698610 STA, IN- 37 97 STA-144, '1 TOD 7 STA. 149.24 KITTELSON & ASSOCIATES 202 EAST SPOKANE 9007.EYA80 SUITE 302 SPOKANE, WA 99202 40 990,979.5230 614. ENV... IP T(«, STA, 149- Ni STA. t49-49 .._ STA. I4 STA, .4 5TA: t5.,,o Off, STA, 10, 69 ' 2'... R3.S MOD} ANWAINSI CSRCUTAR TANS C049*0t. 40"630" FRUITVALE BLVD RIVER RD P81+1,C, EXIS 03.302 030S6R>ADS NAME SIGN W( CHEVRON 84"Xt2" 313.362 CROSSROADS NAME NE0RON STA. 72T4 SIR, '5 STA, 1241ETU ST4.13+41 3'1 5TA. 11. s[E..,O '2 '9A tz.m4 SA.I144+97 TO .. 48.150715 4 STA STA, STA. 144+24 ifY. SU, 149071 STA, 149+55 TOz -- SSA. I49+97 5,3 61/74/7636 DATE .03 NUMBER; '❑ATE: ... 27984 :09-25-24 47.7. NAMES, 0NAY,1NG'. Pt AN. PROEILE EN REMOVE EXISTING SIGN REMOVE AND REINSTALL EXISTING SUN 03.307 CROSSP,1MS NAME .... J ... ...... ....._ // SIGN WE CH-V20N 6t'X12" River Rd 12383 30 +y E STA, 12398 TO `.'lTp, 5gtg4 ' STA, 9+41 STA, 11+88 TO Sf'A«SSA+T. T{}, 2 STA. 12398 STA. l53^38 STA 150+39 TO 'TA 151418 30 STA 190+T9 Lj STA.,14 6 `ID .4l TO STA 150349 T{? STA, 1SHtr9- STA, 10,56 to STA. IO+R CITY OF YAKIMA FRUITVALE BLVD/RIVER RD/ 34TH AVE ROUNDABOUTS STA, 158326 TC'- SS STA, 15251' 5'4. tti1 ,40476 TC5 E GE "ID STA, 1.`,£t+32''E3 ."STA. 34+67 STA. IN 4I TO STA. 156764 PAVEMENT MARKINGS S. SIGNING PLAN PM1 71+78 Pro Name) (Number) To: (Contractor) City of Yakima Fruitvale Blvd/River Rd/34th Ave Roundabouts Change Order Change Order Number Change Order Date 04 3/3/2025 FA No:HSIP-000S(473) - TIB No:8-4-180(027)-1 Contract Number City: 2447 HLA 22136 Contract Date 12/10/2024 TTC Construction, Inc. 12871 Summitview Road Yakima, WA 98908 J You are directed to make the following changes in this Contract: CHANGE ORDER NO. 4 Revised Unit Price of SCH B Items 44 and 62 as outlined below: Item # Description B62 Jack/Bore Steel Casing Pipe 20-In. Diam, (Incl Bore Pits) B62 Jack/Bore Steel Casing Pipe 20-In. Diam, (Incl Bore Pits) CHANGE ORDER NO. 4 SUBTOTAL: $28,710.50 8.3% Sales Tax applicable to SCH C Only: $2,382.97 CHANGE ORDER NO. 4TOTAL: $31,093.47 Unit Qty Unit Price Change Amt, LF -65 $1,200,00 $(78,000.00) LF 65 $1,641.70 $106,710.50 Due to a conflict with underground irrigation pipes located during construction, the Sewer Main Design along Fruitvale Blvd. was modified to flow a different direction, eliminating the need for 12-Inch Restrained Sanitary Sewer Pipe and Sanitary Sewer 20-Inch Jack/Bore Steel Casing Pipe. The boring work was bid based on two equally sized bores. As a result of a 50-percent decrease in work, the cost for the waterline boring work increased due to Mobilization and Unit Price for Jack/Bore Steel Casing Pipe 20-In. Diam. DBE COA is not affected by the Change Order and Contract time remains unchanged. Not valid until signed by both the Approving Authority and Contractor. Signature of the Contractor indicated agreement herewith, including any adjustment on the Contract Sum or Contract Time. The original Contract Sum was Net change by previous Change Orders $ The Contract Sum prior to this Change Order $ The Contract Sum will be: id Increased 0 Decreased 0 Unchanged by this Change Order $ The New Contract Sum including this Change Order will be 3,934,316.25 (73,077.17) 3,861,239.08 31,093.47 3,892,332.55 The Contract Time will be: 0 Increased 0 Decreased 8 Unchanged by working days The New Contract Time will be 140 working days Contractor Tide Secretary Date 3/24/2025 Based on DDT Form 570.001 EF Revised 08/2021 Approval Recommended Michael R, Heil, PE, Project Engineer f � r 0,5Th,Il, .ugneu 0 M.Uae4 R Net, B'`„r ✓ma✓ f F- = Aa1 � pate- 2025 04 14111, 35-07` 0' Y Date Date Approval Recommend B91 Preston, PECity Engineer!,,lxm�zt niiy D Date II�"1c to-✓ Original to: 0 Contractor Copies to: 0 Region ❑ Construction Administrator 0 OSC Accounting 0 City Engineering tj_ZIT CITY CONTRACT NO: �Z (�'r:�h Grdzf RESOLUTION NO: V.-262-U, Z�S Original DOCUMENT Stadeli Boring and Tunneling, Inc 11039 Haze!green Road Northeast P© Box 97 Silverton, OR 97381 josiah©stadeliboring.com (503) 393-0642 Job Id 2410-6141908-12 Job Name Fruitvale Blvd, River Rd, 34th Document # 0085 Document Date 10/23/2024 Contractor license # OR CCB# 62887, WA CC# STADEBT110JP, ID Lic# 015910-CC-4 For: General Contractor Job Address: Yakima, WA Document Amount. $136,500.00 Name Unit/Qty Line Total Stadeli Boring is quoting the following work on the above -named project: Furnish and install a minimum of 130 LF of 24" steel casing by 0.375" wall thickness. Epoxy -coated steel, without cathodic protection, domestic steel. At this price the ground is bore -able with no obstructions. $895.00 per LF Installation of GC's 12" (130 LF) carrier pipe inside steel casing. Stadeli provides end seals, casing spacers, sand-fill(annular space), labor, and equipment to install complete. $155 per LF Jack/Bore Steel Casing Pipe 20-In. Diam.=$136,500,00 Bore Pit (1 Large)=$6,912,00 Trench Box Rental Cost (2 Weeks =$8_ 301.84 Total =$1 51, 713.84 TTC Bid Item L+2.83°i0 Markup) 4156 000.00 ($j ,200 / LF) Total $136,500.00 Customer Signature: Signature Date Trenchman Trench safety TTC Construction [734397] 12871 Summitview Rd, Contact: Nick P (509) 952-0260 nickp@ttcexcavation.com Delivery Fee: $900.00 DRAFT ITEM: RR 10x20 Trench box DRAFT ITEM: RR 6x20 Trench Shield DRAFT ITEM: 8" Spreader 14' DRAFT ITEM: 8 X 15 Steel Plates Daily: $1,720.50 Lessee: OUT: -- IN: OUT: -- IN: -- OUT: -- IN: -- OUT: -- IN: -- Weekly: $4,150.92 Trenchman Shoring Pasco P© Box 8734 Lacey, WA 98509 5/05/2025 - 6/01 /2025 Pickup Fee: 900.00 Monthly: $10,422.80 Two weeks $8,301.84 License #: Quote CONTRACT 3315 CREATED 2/05/2025 1:31 PM SALESPERSON Troy Canoy troyc@trenchmansatety.com This is not a sales contract month(s) Fruitvale and 40th RAB Delivery rate quoted is FOB to site Pickup: $900,00 SCHEDULE Monthly: $2,426.50 Weekly: $968.75 Daily: $387.50 SCHEDULE Monthly: $1,632.50 Weekly: $653.75 Daily: $261.25 SCHEDULE Monthly: $72.80 Weekly: $28.12 Daily: $15.00 SCHEDULE Monthly: $380.00 Weekly: $152.00 Daily: $61.00 Delivery: $900.00 Date: GENERATED 2./05/2025 AT I :35:41 PM BY Troy Canoy 1 of 2 Conditions Sheet Stadeli Boring Excluding: TTC Cost for Bore Pit - $6,912 -Bore pit & receiver pit must meet OSHA Standards of Safety. Bore pit size: 121/2' wide X 40' length. (this is inside working dimensions.) -Construction of bore pit & receive pit sn its entirety, but not limited to the excavation, sloping, shoring, dewatering, gravel base, safety fencing and/or barricading, backfill, & site restoration. -Construction access to bore pit. Site to allow truck crane to move in and out under its own power. -Removal of boring spoils off site and any associated works involved with disposal of contaminated soils if encountered. -Bore pit & receiver pit dewatering and discharge of muddy contaminated waters from boring operation. -Railroad insurance and flagging requirements -Purchase of sewer or water piping to be installed inside casing, shown on plans as carrier piping; including fusion bond welding machine and technician, and any restrained joint parts. -Washington, Idaho, and/or Montana State Sales taxes (where applicable), Performance Bond, -Flaggers to maintain traffic control. -Concrete barriers to Keep vehicular traffic out of bore pit_ -Pot holing of existing utilities, -Testing and video taping of carrier piping installed in casing. -Rocks, boulders, logs, obstructions, solii rock, or any conditions that does not allow for normal boring process to advance with standard dirt cutting head, -Settlement monitoring for railroad, -Casing epoxy coating & any cathodic protection. Stadeli Boring Including: -Furnish & install steel casing as per plans and specifications -Pressure grouting of voids outside casing if necessary -General Liability Insurance certificate supplied will list project name and contractors name in the amount of $2,000.000 00 dollars general aggregate limit, 51,000,000.00 each occurrence limits. Any other requirements Stadeli Boring will be reimbursed for such cost as required, -Price for carrier pipe installation where quoted includes stainless steel casing spacers, stainless steel banding, non -shrink grout end seals, and sand fill & blowing^, of sand, unless otherwise specified. Within five calendar days after bid opening the apparent low bidder as the General Contractor must confirm to Stadeli Boring their intention to use Stadeli Boring as the poring contractor for this project; subject to receiving final award, Failure to acknowledge this quote maybe subject to schedule & cost -pricing change. IRON HORSE REAL ESTATE & PROPERTY MANAGEMENT Railroad Property Management I I 1 University Parkway, Suite 200 •Yakima,WA 98901 VIA EMAIL May 14, City of Yakima Attn: Bill Preston Re: Tracking No. #24-3003 BF#20559507 Dear City of Yakima, This is in regard to the Exhibit "A" print for the above -referenced Agreement with Central Washington Railroad Company and BNSF Railway Company. The print is being revised to show Twenty -Four Inch (24"1 Casing. Please substitute the attached Exhibit "A", drawing number 90673 REV 2 dated 05/13/2025, in place of the Exhibit "A", drawing number 90673 REV 1 dated 04/19/2024, currently attached to the above -referenced Agreement. Please indicate your acceptance of this replacement by executing below and returning a scan to my office: kyeager@ihdllc.com. This letter is a supplement to your Agreement, which will remain in effect except as hereby amended. We suggest that you file this notice with your copy of the above -referenced Agreement. If you have any questions or need additional information, please feel free to call me (509) 834- 2533. Thank you for your assistance with this matter. Sincerely, Agreed To ¢ Acknowledge G.Imil C ar_y-er Kim Yeager Real Estate Manager Iron Horse Development, LLC 509/834-2533 Office kyeager@ihdllc.com Name: Title: CJ CITY CONTRACT NO:1-:'T11-211 4.)Ufpi€0129 1 YI RESOLUTION NO: 2 z -Z,1$ Project; (Name) (Number) To: (Contractor) City of Yakima Fruitvale Blvd/River Rd/34th Ave Roundabouts FA No:HSIP-000S(473) - TIB No'8-4-180(©27)-1 I I C Construction„ Inc. 12871 Summitview Road Yakima, WA 98908 L Change Order Change Order Number 65 Change Order Date 4/3/2025 Contract Number City: 2447 HLA 22136 Contract Date 12110/2024 You are directed to make the following changes in this Contra CHANGE ORDER NO. 5 t oncrete Encased Watermain Crossing: ern # Description Unit Qty Unit Price Change Amt. B86 Concrete Encased Waterman Crossing FA 1 $11,320,57 $11,320,57 CHANGE ORDER NO. 5 SUBTOTAL: $ 11,320.57 8.3% Sales Tax applicable to SCH B; $ 939.61 CHANGE ORDER NO. 5 TOTAL: $ 12,260,18 Due to the discovery of a concrete encased water main, TTC was required to expose and protect the water main while installing sewer lines underneath, They procured and set up bracing for the the water line crossing and removed bracing once work was completed. This cost of this work was tracked using the force account provisions of the contract. Signature of the Contrator Indicated agreementhherewith, Contractor, any adjustment on th Not valid until signed byberth the and e Contract Sum or Contract Time. The original Contract Sum was Net change by previous Change Orders The Contract Sum prior to this Change Order The Contract Sum will be: ® Increased 0 Decreased 0 Unchanged by this Change Order The New Contract Sum including this Change Order will be The Contract Time will be: IN Increased 0 Decreased 0 Unchanged by 5 The New Contract Time wit be 145 working days Title D eased ad NTT Rem d'ee,n3. EF Original to 0 Contractor Approval Recommended Michael R. Heit, PE, PrrajectE'ngineer Date ConstrLcllcn Supervisor By { Date 3,934,316,25 (41,983 70) 3,892, 332.55 12,260,18 $ 3,904,592,73 working days Approval R elilt+Mrs trn, PE, C'ityEngin Copies to; Q Region 0 Construction Administrator ❑ OSC Accounting 0 City Engineering CITY CON rr, cT NO. 3.01.1"I- wolf__ r7a s,�bt.r # RESOLUTION NO: ri4•''1LE-' .,w_p0.®. CITY OF Yakima PROJECT NAME: Fruitvale BlvdfRiver Rd/34th Ave Roundabouts HLA PROJECT NO,: 22136C PRIME CONTRACTOR: TTC Construction, Inc, Change Order 05 Concrete Encased Waterrtlain Crossing iIATE 2/12/25 2+14/25 2/20;25 2/21/25 2/24/25 2/25/25 2128/25 ACCUM TOTAL 836,78 2,167 14 8 3,003,92 2,029.49 5 5,033,4'1 1,571 64 5 2.342.17 '8 8,947..2 448 36 1,924 9.395 5 1 1.320.57 TTC RIP Line encased sn concrete 152+10 Exposed water line where it meets concrete 152,50 Fine North end of concrete rase around waterifne 152+00 D t/iery and setup Df bracing or the wale 152 Skin n Bracing existing water Line Remove bracing for water hie HLA ENGINEERING AND LAND SURVEYIN a. INC, FORCE ACCOUNT W©RKSHEET ITY 0P Yakima DATE WORK PERFORMED: BID ITEM: SCHEDULE: 212812025 CO 85 PROJECT NAME: Frultvale Blvd/River R013481Ave Rcundabouts HLA PROJECT NO. 22138C PRIME CONTRACTOR: TTC Construction, Inc. SUBCONTRACTOR: DESCRIPTION !LOCATION OF 152+15 WORK: Remove bracing For water Me TIME WORKED RECORD ILA 0 LABOR JOB CLASSIFICATION HOURS S RKE'D WAGE RATES TAX1?S L d l FRINGE BENEFIT TOTAL. WAGES EMPLOYEE NAME REG. O.T. REG. 0.T, 14,550% 11.05 Sarglo I lore: I rrrer 1 0 $ 52.24 $ 78.36 $ 7,00 8 "-OE $ 5.59 68.51 La dun 4Yalker Operator (Over 30 Metro Tons) 1 0 $ 84,40 1F 126,80 $ 12.28 $ 1,r81 $ 4.98 $ 102,74 Kyle Bell Dump Truck A Troller 3 0 $ 6t.15 $ 91,73 $ 26,89 $ 3,23 $ 4.77 $ 227.68 j EQUIP. N OR ID Subtotal $ 396,03 Markup 31% (Includes WA State Pad Sick Leave) TOTAL LABOR $ 123.05 EQUIPMENT DESCR1PTION 4 a5or TnJck JS Trailer {Truck 62.84 m Trailer 30.52) a Excavator Crawler Mkarr4atJ HYdr 338E L 2i115 STANDBY HOURS REGULAR RATE STANDBY RATE CUNT 4 0 93,18 $' 10.81 0 133.87 $ 40.21 Subtotal Markup 21% TOTAL EQUIPMENT 279.48 4 7 499.01 Notes, VERIFICATION OF HOURS d Payroll Reports DATE UNIT Days Subtotal Markup 21% Sales / Use Tax TOTAL MATERIAL TOTAL WORK PRIMES SUBCONTRACTOR 12% MARKUP $ GRAND TOTAL $ 1,024 147.00 68,10 905,10 $ 1,924,98 HLA REPRESENTATIVE DATE HLA ENGINEERING AND LAND SURVEYING, INC. FORCE ACCOUNT WORKSHEET CITY OF Yakirl^sa PROJECT NAME: Frultvale Blvd/River Re1/34111 Ave Roundabouts DATE WORK PERFORMED: 212512025 BJD ITEM: CO 06 SCHEDULE; B HLA PROJECT NO. 22138C PRIME CONTRACTOR:, TTC Construction, Inc. SUBCONTRACTOR: DESCRIPTION !LOCATION OF 1Fi2+1"5 WORK: 6radng existing water line TIME WORKED RECORD tLABOR EMPLOYEE NAME C! A SSIFICATJON PIKED WAGE RATES TA%ES RQG. O.T. FRJNOE BENEFIT TOTAL WAGES Landon Walker Donovin Leinganll Operator (Over 30 Metric Tons) 0 64,40 126.60 12.28 A 1,98 4.98 Subtotal $ k Laave) $ 102.74 189.45 52 53 TOTAL LABOR S 221,97 Subtotal Markup 21% TOTAL EQUIPMENT Markup 21 Sates 1 Llse Tax TOTAL MATERIAL CATION OF HOURS WORKED. Certified Payroll Reports TOTAL WORK PRIME'S SUBCONTRACTOR 12% MARKUP GRAND TOTAL PRESENTATIVE DATE DATE WORK PERFORMED_ 2/2442025 HLA ENGINEERING AND LAND SURVEYING, INC. FORCE ACCOUNT WORKSHEET CITY OF Yakima BID ITEM SCHEDULE: CO 05 PROJECT NAME: Frultvale Blvd/River Rd/34th Ave Rou HLA PROJECT NO, 22136C PRIME CONTRACTOR: TTC Construction, Ina, SUBCONTRACTOR; DESCRPTION / LOCATION OF 152+15 WORK: Bracing existing water Ilne TIME. WORK R EMPLCIYEE NAME Landon Walker Landon Walker Oenovin Letngan© Clarenoe Knobilch EQUIP. NO, OR ID CLA88IFICATION Shcaw4 Excavator, Tractors under 16 Metric T T DESCRIPTION Ford F350 EC Service Truck 2020 Cat Excavator (Crawler Mounted compact 303,5 E2 CR Cat Excavator Crawler Mounted Hydr 3313E L 2015 33.5-40,4 ORKED. O.T. 0 0.5 $ 2 $ 84,40 62,24 124.53 $ 126,60 $ 78.36 52,24 $ 78.36 48'32 21.49 41,81 11,40 F EFIT 5_ 4.31 $ 4.98 $ 1.62 $ 4.98 2 .59 Subtotal Markup 31% (includes WA State Pald SlokLeave) TOTAL LABOR REGULAR STANDBY HOURS HOURS 4 0 0 0.5 40,21 TOTAL WAGES $ 404,83 $ 178.28 $ 366,89 99.76 5 1,049,58 $ 325,36 $ 1,374.92 50,24 $ 116,64 Subtotal Markup 21 % TOTAL EQUIPMENT $ 153.78 320.6E $ 67,34 DATE 4/2025 7 1NV, NO, 24/2025 SUPPLIER MATERIALS USED NIT NIT PRI( T 2134 6/16 x 20 SYS 47 L,B.0 2-46150 St16-3/8 Ratchet Load Binder SUBCONTRACTOR/1#' VOICE NO. DESCRIPTIO Notes: 4'ERIF1CATtG14OF HOURS WORKED: Certified Payroll Reports 4.00 4.00 EA EA 57.00 Subtotal Markup 21 %. Sates / UsF Tax TOTAL MATERIAL TOTAL WORK PRIME'S SUBCONTRACTOR 12% MARKUP ORAND TOTAL DATE HLA REPRESENTATIVE 579,26 AMOUNT $ 2,342,17_ $ 2,342.17 ATE hiljUNGIIVEERING AND LAND SURVEYI G. INC. FORCE ACCOUNT WORKSHEET CITY OF Yakima DATE WORK PE RMED: 212112026 BID ITEM: CO 06 SCHEDULE; PROJECT NAME: Frultvale BIvdiRlver Rd/34th Ave Roundabouts HLAPROJECT NO. 2213BC PRIME CONTRACTOR: TTC Construction, Inc, SUBCONTRACTOR: DESCRIPTION / LOCATION OF 152-100 EQU1 P. I GRID 3 32 WORK: Delivery and setup of bracing fnr tit; water line crossing. Tractor Truck & Trailer (Truck 62.64 - Trailer 30.52) CAT 336 Excavator 33.540.4 MT Kenworlh Sob ©ump_Truck, Kenworih T000 Dump Truck 2013 DATE 2/21/2025 5276 Mots: V. NO. Wheeler Rock Ecology Blocks MATERIALS UD Subtotal Markup 31% (Includes WA State Pald Sick Leave TOTAL LABOR 10. Subtotal Markup 21% TOTAL EQUIPMENT LINT UNIT PRICE AMOUNT 0 I S 100.00 Subtotal $ 1C0 00 Markup 21 21,00 Sales / Use Tax TOTAL MATERIAL DESCRIPTIO CATION OF HOURS WORKED: Certified Payroll Reports ACTOR REPRESENTAT1VE DATE TOTAL WORK PRIME'S SUBCONTRACTOR 12% MARKUP GRAND TOTAL 6.30 0 PRESENTATIVE DATE rlq gN©INEERING AND LAND SURVEYIN a, INC. FORCE ACCOUNT WORKSHEET CrrY OF Ya PROJECT NAME: Fruity/Ile 41vc0?River Rdf34th Ave Rcundebouta HLA PROJECT NO, 22138C DATE WORK PERF0 BID ITEM: SCHEDULE: 2 PRIME CONTRACTOR: TTC Construction, Inc. SUBCONTRACTOR: DESCRIPTION i LOCATION OF 152+50 WORK: Find North end of concrete as around water Ifne Subtotal Markup 31 % (Includes WA Stale Pald Sick Leave} TOTAL LABOR P. NO. EDUIPMENT D1E'SCRIP! R STANDS HOURS ULJ tTE Y AMOUNT V02 DATE fn Truck 2106 2021 AAT 31 INV. NO, SUPPLIER MATERFALS USE 0 157.50 TOTA 32.21} Subtotal Markup 21% EQUIPMENT 84L50 97.64 945.14 198.48 .02 UNIT T Markup 21 % Salue / Use Tax TOTAL MATERIAL OURS WORKED; Certlfled Payroll Reports /CON 14TACTOR REPRESENTATIVE TOTAL WORK PRIME'S SUBCONTRACTOR 12% MARKUP GRAND TOTAL DATE ur a'°'° NTAT $ 2,029.4 HLA ENGINEERING AND LAND SURVEYING, INC. FORCE ACCOUNT WORKSHEET CRY OF Yakima PROJECT NAME: Frullvale BJvd,lRlver Rd134lh Ave Roundabouts HLA PROJECT NO, 22136C DATE WORK PERFORMED: 2/14/2026 BID ITEM: 43 SCHEDULE: B PRIME CONTRACTOR: TTC ConetruetInn, Inc, SUBCONTRACTOR: DESCRIPTION! LOCATION OF 152+10 WORK: Exposed water line where It meets concrete LABOR EMPLOYEE NAME Landon Welker Dualln Chard K Ie Boll JOB SIFICATION TIME WORKED RECORD (LABOR) URS WORKI WA 13E RAT O,T. R 4 FRI NBF TOTAL r4FAQES Laborer 52.24 Operator (Shovel, Excavator, Beckhoe, Tractors under 16 Melrtc Tons) Truck 83,02 EQUIP'. NO, OR1D VoI 02 Vao Truck Vac Truck N lotlated Rental Rale E2 Mlnl Excevelor netlonal Vac Truck 2100 Notes: 2.5 NT OESCRJPTION 124.53 125.52 11,40 $ 1.62 a 5.511 99,7 18,12 $ 1,82 $ 4,98 $ 151„7 3,23 $ 5,79 i $ 125.48 ! $ 30.43 3 2,89 $ 4,77 $ 254.17 Subtotal Markup 31 % (includes WA State Pald Sick Leave) TOTAL LABOR Y Subtotal Markup 21% TOTAL EQUIPMENT Subtotal Markup 21% Sales I Uae Tax TOTAL MATERIAL VERIFICATION OF HOURS WORKED: Certified Payroll Report% TOTAL WORK PRIME'S SUBCONTRACTOR 12% MARKUP GRAND TOTA 2.29 $ OUNT 1.02 HLA REPRESENTATIVE DATE HLA ENGINEERING ANC1 LAND SUR +"EYING. INC. FORCE ACCOUNT WORKSHEET CITY OF Yakima PROJECT NAME: Frukvale BIvdJRiver Rd/34th Ave Roundabouts HLA PROJECT NO. 22136C PRIME CONTRACTOR: TT CcssstructIon, Inc. SUBCONTRACTOR: DATE WORK PERFORMED: 2112/2025 BID ITEM; SCHEDULE; 43 B DESCRIPTION / LOCATION OF 162+10 WORK: Expose Water Line encased In concrete LABOR EMPLOYEE NAME Sergio Flor n Walker EQUIP. NO, OR ID JOB CA Labor Operator(8itaval, Excavate', Backhoe, Treclors under 15 Metric Tans TIME WORKED RECORD (LABOR) HOURS WORKED WAGE RAT REG. 2.5 2.5 EQUIPMENT DESCRIPTION 318-2 318E Cal Excavator 113.0hp l 16 5-19.4 MT Operating Weight INV. NO CONTRACTOR/INVGiC,E NO. DESCRIPTtON f3,T. 4 83.02 O.T. 78.36 124.53 TAXES 4.8$9g L6I 19.00 $ 2.69 30.20 $ 2.69 FRINGE BENEFIT. $ 4,98 Subtotal Markup 31 % (Includes WA State Pa'.d Slck Leaue) TOTAL LABOR REGULAR HOURS 2.6 STANDBY HD11RS TOTAL WAGES 186.27 262.69 $ 419.18 129.94 549.10 Subtotal Markup 21% TOTAL EQUIPMENT UMttt • UNIT PRICE 2 4 $ 287.80 Subtotal Markup 21% $ Sales 1 Use Tax $ TOTAL MATERIAL $ AMOUNT Notes; VERIFICATION OF HOURS WORKED: Cer11t1ed Payroll Reports 7-! a 2 TATIVE DATE TOTAL WORK PRIMES SUBCONTRACTOR 12% MARKUP GRAND TOTAL .7 $ 838,7 HLA REPRESENTATIVE DATE 8