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Home My WebLink AboutCouncil 03/17/2008 AGENDA • RENTON CITY COUNCIL • REGULAR MEETING March 17, 2008 Monday, 7 p.m. 1. CALL TO ORDER AND PLEDGE OF ALLEGIANCE 2. ROLL CALL 3. SPECIAL PRESENTATION: One Night Count 4. ADMINISTRATIVE REPORT 5. AUDIENCE COMMENT (Speakers must sign up prior to the Council meeting. Each speaker is allowed five minutes. The comment period will be limited to one-half hour. The second audience comment period later on in the agenda is unlimited in duration.) When you are recognized by the Presiding Officer, please walk to the podium and state your name and city of residence for the record, SPELLING YOUR LAST NAME. 6. CONSENT AGENDA The following items are distributed to Councilmembers in advance for study and review, and the recommended actions will be accepted in a single motion. Any item may be removed for further discussion if requested by a Councilmember. a. Approval of Council meeting minutes of 3/10/2008. Council concur. b. Mayor Law appoints Lee Chicoine to the Airport Advisory Committee, North Renton • neighborhood primary position, for an unexpired term expiring on 5/7/2010 (position previously held by Richard Zwicker). Refer to Community Services Committee. c. City Clerk reports bid opening on 2/26/2008 for CAG-08-001, Duvall Ave. NE/Coal Creek Parkway SE Reconstruction; eight bids; engineer's estimate $12,373,699.93; and submits staff recommendation to award the contract to low bidder Northwest Cascade, Inc., in the amount of $10,081,569.23. Council concur. d. City Clerk reports appeal of Hearing Examiner's decision regarding the RTC Short Plat application (SHP-07-088) by James L. Voght, accompanied by required fee. Refer to Planning and Development Committee. Consideration of the appeal by the City Council shall be based solely upon the record, the Hearing Examiner's report, the notice of appeal and additional submissions by parties (RMC 4-8-110F.6.). e. Community and Economic Development Department recommends approval to waive permit fees related to the Washington State Department of Natural Resources' removal of derelict and abandoned dry docks on Lake Washington. Approval is also sought to amend the 2008 Budget to allocate $200,000 from the unallocated reserve fund for the project. Council concur. (See 8.a. for ordinance.) f. Community Services Department recommends approval of a contract in the amount of$37,100 with MacLeod Reckord to design new irrigation and grading at Thomas Teasdale Park. Council concur. g. Development Services Division recommends acceptance of a deed of dedication for additional right-of-way at High Ave. NE and NE 24th St. and at NE 24th St. and Jones Ave. NE to fulfill a requirement of the Roberson's 24th Street Short Plat (SHP-05-050). Council concur. h. Human Resources and Risk Management Department recommends approval of salary grades for existing and new positions, effective 1/1/2008. Refer to Finance Committee. i. Transportation Systems Division submits CAG-07-188, Fiber Optic Connection North; and • requests approval of the project, authorization for final pay estimate in the amount of$7,775, commencement of 60-day lien period, and release of retained amount of$2,305 to R.L. Alia Company, contractor, if all required releases are obtained. Council concur. (CONTINUED ON REVERSE SIDE) j. Transportation Systems Division recommends approval of an agreement in the amount of $1,115,929.76 with Washington State Department of Transportation for construction management services for the Duvall Ave. NE/Coal Creek Parkway SE Reconstruction Project. • King County will reimburse the City approximately 50 percent of the cost. Council concur. (See 8.a. for resolution.) k. Transportation Systems Division requests approval of Supplement Agreement No. 1 to CAG-06- 114, agreement with Washington State Department of Transportation, to accept $500,000 for the Lake Washington Trail South Lake Connector Project. Council concur. (See 8.b. for resolution.) 1. Utility Systems Division recommends approval of an agreement in the amount of$124,306 with RH2 Engineering, Inc. for services related to the Denny's Lift Station Replacement Project. Council concur. 7. UNFINISHED BUSINESS Topics listed below were discussed in Council committees during the past week. Those topics marked with an asterisk(*) may include legislation. Committee reports on any topics may be held by the Chair if further review is necessary. a. Community Services Committee: Municipal Arts Commission Revisions* b. Finance Committee: Surface Water Maintenance Worker II Hire at Step D; Purchase & Sale Agreement with King County for Future Maintenance Facility 8. RESOLUTIONS AND ORDINANCES Resolutions: a. Agreement with WSDOT re: Duvall Ave NE reconstruction project (see 6.j.) b. WSDOT grant for Lake Washington Trail project (see 6.k.) Ordinances for first reading: a. 2008 Budget amendment related to dry dock removal (see 6.e.) b. Municipal Arts Commission revisions (see 7.a.) III 9. NEW BUSINESS (Includes Council Committee agenda topics; call 425-430-6512 for recorded information.) 10. AUDIENCE COMMENT 11. ADJOURNMENT COMMITTEE OF THE WHOLE AGENDA (Preceding Council Meeting) Council Chambers 6 p.m. Comcast Franchise Renewal; Legislative Session Wrap-Up IlkHearing assistance devices for use in the Council Chambers are available upon request to the City Clerk • CITY COUNCIL MEETINGS ARE TELEVISED LIVE ON GOVERNMENT ACCESS CHANNEL 21 AND ARE RE-CABLECAST TUES.&THURS.AT 11 AM&9 PM,WED.&FRI.AT 9 AM&7 PM AND SAT.&SUN.AT 1 PM&9 PM Summary of the 2008 Unsheltered Homeless Count in Selected Areas of King County North East White Fed. Night Owl Seattle* Kent End Side Cntr Way Renton Buses Auburn** Total Men 665 15 11 69 1 18 12 150 5 946 Women 141 4 3 12 1 8 1 19 1 190 Gender unknown 1158 44 20 70 56 63 31 0 34 1476 Minor (under 18) 12 2 0 2 0 1 0 2 0 19 Total 1976 65 34 153 58 90 44 171 40 2631 Benches 12 0 2 1 0 0 0 0 0 15 Parking Garages 12 0 0 0 0 0 0 0 0 12 Cars/Trucks 652 36 17 41 54 33 18 0 30 881 Structures 212 1 4 10 2 35 0 0 2 266 Under roadways 156 8 0 5 0 7 5 0 4 185 Doorways 140 0 2 3 0 0 0 0 0 145 City Parks 28 0 0 2 1 0 0 0 1 32 Bushes/Undergrowth 52 4 2 6 0 2 13 0 0 79 Bus stops 49 1 2 0 1 1 3 0 0 57 Alleys 25 0 0 5 0 1 1 0 0 32 Walking Around 399 5 3 9 0 - 7 4 0 3 430 Other 239 10 2 71 0 4 0 171 0 497 Total 1976 65 34 153 58 90 44 171 40 2631 15% increase when comparing similar count areas 2008 2482 (without new areas) 2007 2159 * In addition there were 140 persons in Seattle Severe Weather Only Shelters **The City of Auburn is participating in the count for the first time in 2008 For more information contact the Seattle/King County Coalition on Homelessness www.homelessinfo.orq Alison Eisinger(206) 357-3148 or(206) 349-0350 (cell) Nicole Macri (206) 313-3751 (cell) Josh Okrent(206)957-8076 or (585) 734-8130 (cell) FOUR THINGS YOU CAN DO FOR THE HOMELESS IN RENTON 1. Help support agencies (financially or donate your time or donate specific things that the agency needs for families) that serve homeless families in Renton. • Catholic Community Services—Homeless prevention, transitional housing, and case management to ARISE (program for men only): 253-854-0077 • Communities in Schools of Renton—Family liaison services to homeless families: 425-430-6656 • DAWN— Shelter to homeless domestic violence victims: 425-656-7867 • Multi-Service Center—Homelessness prevention and transitional housing: 253- 854-3437 • Renton Housing Authority—Transitional housing: 425-226-1850 • The Salvation Army, Renton Corps—Homelessness prevention, and emergency hotel vouchers: 425-255-5969 • Vision House—Transitional housing for women and children: 425-228-6356 • Way Back Inn—Transitional housing for families: 206-682-7382 • YWCA—Emergency and transitional housing for families: 425-226-1266 2. Help ARISE, the rotating shelter for men in Renton. • If you attend a church in Renton that is not part of ARISE, get them to sponsor the men for a month. More churches are needed to host the men, as well as to provide support to the churches that are hosting them. • Board members are needed for HOME, the governing board of ARISE • Volunteers are needed to help write grants and obtain donations. • Volunteer to feed the men one night a month. Contact: Bobbie Roney, Site Operations Chair. w.roneycomcast.net; 425-226-1886 3. Look for more details regarding a fundraiser for Way Back Inn and ARISE at a local restaurant at the end of April, 2008. A portion of the sales will be donated to these organizations. 4. Commit to the One Night Count in Renton in 2009! Be a team leader and recruit others! Anne Snook, 425-254-0316, annes@vision.house.org Karen Bergsvik, 425-430-6652, kbergsvik@ci.renton.wa.us �'s`SY O ADMINISTRATIVE, JUDICIAL, AND 6 ® , LEGAL SERVICES DEPARTMENT • MEMORANDUM DATE: March 17, 2008 TO: Marcie Palmer, Council President Members of the Renton City Council FROM: Denis Law, Mayor Jay Covington, Chief Administrative Officer SUBJECT: Administrative Report In addition to our day-to-day activities, the following is worthy of note for this week: The City of Renton Neighborhood Program is offering a Picnic Workshop to help you plan, organize, and implement a successful picnic for your neighborhood. Come and share your past experience and ideas with the group, as well as gain some additional information about resources available for your picnic this year. The workshop will be held on Wednesday, March 19, at 6:30 p.m., on the 7th Floor of City Hall. Please RSVP to Norma McQuiller, Neighborhood Program Coordinator, at nmcquiller@ci.renton.wa.us or 425-430-6595. 1 Came et/Teten ® 3 r7Id- a9 &whin( ifed 4 y (krdYil E Pew, rovc,fekkKK ts- Ai dew 44A v 443 w1w L .a( toetztexvig& M 794 (pus-terser) id/ 1 qS®r Audctcc t v 5111 poog 5u&du ittd 6i-&rolyr (44, 0,1 /7-c- //c/-1--1 5- / (plena � pN�l��ps) 6 C 1712x) 2S 5 , kms.1i gLe ( C X25 235 84-3 2_ 13/0/2--00 The Mayor and the city council members, This issue is recorded as land use action, LUA-04-086, at the Renton city hall. In November of 2003, I inquired the city hall in regard to development of a piece of property located at 1500 Index ave ne. I submitted the plans to demolish a duplex that sat on the property and devide the lot into 3 seperate parcels. On July 20th, 2004, I submitted the apllication and it was accepted on August 2nd, 2004. There was to be 3 seperate parcels with its own sewer, water, cable, telephone, driveway, french drains, and electricity. Somewhere along the process, the city of Renton informed me that 3 seperate driveways will violate city code 4-4-0801. This code did not allow three driveways. This Renton City code was explained to me by several members of staff verbally and in writing. The city told me that it was a matter of public safety. I did not want one common driveway for two houses and one seperate driveway for one house. The city was not going to change its policy or give any exceptions and or variance. The staff had told me that I had to cut only two driveways* from the street and enforced this policy to the point that they were not going to record the project till I cut only two driveways. They also had to enforce the law equally to all its citizens I was told.. I gave in and went ahead and cut two driveways* and got it recorded. After that I had lost all interest in this project. This is the way it got recorded as 1500 and 1502 were to have a common driveway. That is the way the sidewalk was cut and recorded. I had no choice but to sell these lots after recording. The city of Renton had a plan of its own. Before I sold the property, the city decided to sell my plans to the new owners without my knowledge, and they did. The same plans that I had paid to get drawn and put deposit with the city of Renton. To add insult to the inury, the city of Renton broke the very law that I was enforced with.They approved and finaled the habitat in october of 2006 with three seperate driveways, a violation of 4-4-0801 and sections of it. Up to this point I was not aware of the code that overrode the code 4-4-0801. On march 3rd it was confirmed by the city hall that there was no change in code. I personally arranged and attended a meeting with Neil Watts. I left messages with Greg Zimmerman and the mayor but have not received any response thus far today, This is why lam here . I have a package of written communication between the city hall staff and myself to make you understand what has gone so terribly wrong if you are willing to look at. These are the four things that I need explained. (1) What are the ethics of Renton city hall to safeguard a citizens property, like structural plans that has been submitted for approval and deposit made. Can you sell it to anybody that is willing to pay you remainder of the money due. If you provide me with the release documentation of any kind that I may have misplaced, then I will withdraw my allegation. (2) On December 10th 2004, I was asked to do off-site improvements. I asked for deferral that was granted on December 30th. The sidewalk deferral that was granted to me by one official in writing was not honored by another official within the city of Renton staff. Almost six months later on may 20th 2005, I installed the sidewalk, even with deferral in hand. Today I plead to all of you to go to this site at 1500, 1502 and 1504 index ave ne, and see for yourself as to what my allegations are all about. You will see that there is two 20 foot sidewalk cuts in the old sidewalk. One is used for accessing one house, 1504 and the other one just sits there in front of the lawn where the common driveway was supposed to be for 1500 and 1502. Not even used for intended purpose. I have never seen such a thing as cutting sidewalk in city of Renton of that kind, It was a conditon on my project. I truly urge you to see for yourself and take some pictures if possible. (3) Once you are there, you will notice that there are three 20 foot driveways.This was a violation of sections of city code 4-4-0801 when I developed this property.Was there a change of law after the property changed hands? No, this was confirmed by the city. Please direct your attention to written documents from city staff as to how the three driveways are in violation of Renton city code in their own words These letters are written by Neil Watts and Greg Zimmeman in reply to my hand written letters of May 2nd 2005, May 9th 2005, and May 20th of 2005. (4) I donot beleive that the property owners at this project are aware that they have been let down intentially by their very government that they pay tax to. They invested their money on property that is in violation of Renton city code 4-4-0801 and the city of Renton is aware of it but refuses to acknowledge it. The evidence is still there but my inquiry has fallen on deaf ears so far. That is why I am here today seeking understanding and justice from you all. Bimal Kumar 425 255 0409 010a Ne- Z3rd 54, Rt►i 1Dn cr3054, f CITY OF RENTON COUNCIL AGENDA BILL AIt: 6 0 ki o •Submitting Data: For Agenda of: March 17, 2008 Dept/Div/Board.. AJLS/Mayor's Office Staff Contact Denis Law, Mayor Agenda Status Consent X Subject: Public Hearing.. Correspondence.. Airport Advisory Committee Appointment: Ordinance Mr. Lee Chicoine Resolution Old Business Exhibits: New Business Study Sessions Community Service Application Information Recommended Action: Approvals: Legal Dept Refer to Community Services Committee Finance Dept Other Fiscal Impact: iiExpenditure Required... Transfer/Amendment Amount Budgeted Revenue Generated Total Project Budget City Share Total Project SUMMARY OF ACTION: Mayor Law appoints the following to the Airport Advisory Committee: Mr. Lee Chicoine, 406 Burnett Avenue North, Renton, WA 98057 (North Renton Neighborhood primary position), for an unexpired term expiring on May 7, 2010 (position previously held by Richard Zwicker). STAFF RECOMMENDATION: Confirm Mayor Law's appointment of Mr. Chicoine to the Airport Advisory Committee. II CITY OF RENTON APPLICATION FOR COMMUNITY SERVICE • If you are interested in participating in local government by membership on any of the following City boards, commissions,or committees,please complete this application and return it to: Ilamd , Office of the Mayor City of Renton /ve 1055 South Grady Way Renton, WA 98057 FEB 0 1 208 Check the boards/commissions/committees in which you are interested: MAYOR'S ai AIRPORT ADVISORY COMMITTEE* L3 PLANNING COMMISSION* OFFICE Li CIVIL SERVICE COMMISSION* ❑ ADVISORY COMMISSION ON DIVERSITY* ❑ HOUSING AUTHORITY* ❑ SENIOR CITIZENS ADVISORY COMMITTEE* Li HUMAN SERVICES ADVISORY COMMITTEE* U SISTER CITY COMMITTEE-CUAUTLA Li LIBRARY BOARD* U SISTER CITY COMMITTEE-NISHIWAKI ❑ MUNICIPAL ARTS COMMISSION* Li TRANSIT ADVISORY BOARD ❑ PARKS COMMISSION* ❑ NON-MOTORIZED TRANSPORTATION ADV CMTE *Special membership requirements apply. Visit www.rentonwa.gov or call 425-430-6500 for details. Your application will be given every consideration as vacancies occur. MR.[A MS.❑ NAME Lee, i-.,► C.c DATE Z/ t/ ?De g ADDRESS Lj 0 Co /2 "V'e. OJ ZIP CODE ?'u S 7 PHONE: DAY ti a S — c144 3 4 NIGHT a;S-436 -q 34 EMAIL a -e C?ZCe.,4.e. ;o c ri RENTON RESIDENT? I -S IF SO,SINCE WHEN? 2.0 CITY OF FORMER RESIDENCE , f2 044 p EDUCATIONAL BACKGROUND i?,(6 e JD r, Azi A OCCUPATION R e.i J 2CI EMPLOYER ,{ t, OCCUPATIONAL BACKGROUND B 1 1 � +Z� +1G /�K 4 �-e..C.�7 u��.r- 1..t� �..�cti g g L-es /G 'Fe eq... "14x r V4.44 L9,„ C-0141 ,1 , ,"1191 .1/4_2_ _V4 5-cu5 COMMUNITY ACTIVITIES(organizations/clubs/service groups,etc.) IVo.Zr lE ,,,`-sem>t ktRA-? It o,...Z kocd REASON FOR APPLYING FOR THIS BOARD/COMMISSION/COMMITTEE U5.4" 1;4 p,2 n t' 7 9, e :tee c•-f f/E) •CAN ATTEND DAY MEETINGS? b4 es CAN ATTEND NIGHT MEETINGS? t Applications will be kept on file for one year. If you have questions about serving on a board, n commission,or committee,please feel free to contact the Mayor's Office at 425-430-6500. 2/20/07 ('C : 6t' `P15 z . RyG( z vt r i‘avf s' ct e . CITY OF RENTON COUNCIL AGENDA BILL j� AI#: `(� , • Submitting Data: For Agenda of: Dept/Div/Board.. AJLS/City Clerk March 17, 2008 Staff Contact Bonnie Walton Agenda Status Consent X Subject: Public Hearing.. Bid opening on February 26, 2008, for CAG-08-001, Correspondence.. Duvall Ave. NE/Coal Creek Parkway SE Ordinance Reconstruction Project Resolution Old Business Exhibits: New Business Staff Recommendation Study Sessions Bid Tabulation Sheet (eight bids) Information Recommended Action: Approvals: Legal Dept Council concur Finance Dept Other Fiscal Impact: Expenditure Required... $10,081,569.23 Transfer/Amendment • Amount Budgeted Revenue Generated Total Project Budget $12,491,277.70 City Share Total Project.. SUMMARY OF ACTION: Engineer's Estimate: $12,373,699.93 In accordance with Council procedure, bids submitted at the subject bid opening met the following three criteria: There was more than one bid, the low bid was within the project budget, and there were no irregularities. Therefore, staff recommends acceptance of the low bid submitted by Northwest Cascade, Inc. in the amount of$10,081,569.23. STAFF RECOMMENDATION: Accept the low bid submitted by Northwest Cascade, Inc. in the amount of$10,081.569.23. • f `SY O • ti , PUBLIC WORKS DEPARTMENT • MEMORANDUM DATE: March 12, 2008 TO: Bonnie Walton, City Clerk dint FROM: Bob Hanson, Transportation Design Supervi �► 7223 STAFF CONTACT: James Wilhoit, Project Manager, x7319 SUBJECT: Duvall Avenue NE/Coal Creek Parkway SE Reconstruction Project Bid Award The Transportation Systems Division recommends that the Duvall Avenue NE/Coal Creek Parkway SE Reconstruction Project be awarded to Northwest Cascade, Inc., PO Box 73399, Puyallup, WA 98373, in the amount of$10,081,569.23. The low bid is within budget, there were eight bids submitted and there were no irregularities in the low bid. • The contract provides for the reconstruction and widening of approximately 3,800 feet of Duvall Avenue NE/Coal Creek Parkway SE, from SE 107th Place to SE 95th Way. The contract includes roadway widening, new sidewalk and curbs,retaining walls, stormwater vaults and detention pond, traffic signal at NE 21St Street, sewer and water main upgrades, undergrounding franchise utilities, and landscaping. The project's revenue for construction and construction services is a total of $12,491,277.70. With award of this contract, there will still remain $1,035,644.47 (9.0%) for contingencies on both construction and construction management costs. As the project develops through construction, Transportation Systems Division will evaluate if the project needs to increase the budget for extra contingencies. This will be done as part of the 2009 budget. The low bid submitted by Northwest Cascade, Inc. fell under the engineer's estimate of $12,373,699.93 with a difference of$2,292,130.70 (-18.5%). Transportation Systems Division evaluated the Northwest Cascade bid proposal and the Responsible Bidder Determination Form for their capability. After correspondence between the two parties on questionable items, we believe that Northwest Cascade, Inc. is the low responsive bidder and that the contract price of$10,081,569.23 is acceptable. We are requesting Council concur with this recommendation. • H:\Division.s\TRANSPOR.TAT\DESIGN.ENG\Rob\Duvall\Contract Award Memo 080226.doc Bonnie Walton Page 2 of 2 March 12,2008 1111 Attachments: Budget Summary Bid Tab March 11,2008 counter-signed letter from Northwest Cascade, Inc. cc: Gregg Zimmerman,PW Administrator Peter Hahn,Deputy PW Administrator—Transportation James Wilhoit,Transportation Design Project Manager Robert Lochmiller,Transportation Design—Principal Engineer File • • h:\division.s\transpor.tat\design.eng\rob\duvall\contract award memo 080226.doc Pu*Ott Avenue NE/CI:4j creek:PatiOiay$E..ReCorWrilctictriProjoct?:Kil: Budget Summary ' : - • REVENUE CONSTRUCTION COSTS King County $ 6,624,730.70 Construction Management TIB Share (City) $ 2,875,986.00 City Staff $ 100,000.00 Transportation $ 2,415,257.00 WSDOT CM $ 1,115,930.00 Water Dept $ 328,754.00 Waste Water Dept $ 89,750.00 Construction Qwest $ 57,986.00 Northwest Cascade $10,081,569.23 Comcast $ 47,860.00 Puget Sound Energy $ 162,480.00 PSE $ 55,300.00 Total $ 12,495,623.70 Total $11,459,979.23 CONTINGENCY 1,035,644.47 9.0% -For Construction and Construction Services • U_\sY` ( CITY OF RENTON „ : • Public Works Department O� Denis Law,Mayor Gregg Zimmerman P.E.,Administrator NT - RECEIVED CASCADE March 7, 2008 MAR 1 2 2098 MAR 1 0 2008 Transportation Systems Div. RECEIVE Steven R Barger Northwest Cascade, Inc. PO Box 73399 Puyallup WA 98373 SUBJECT: RESPONSIBLE BIDDER DETERMINATION Thank you for your bid on the Duvall Avenue Widening Project opened at our offices Tuesday, February 29, 2008. As you are aware, yours is the apparent low bid. We have been evaluating the "Responsible Bidder Determination Form"materials included with your proposal, together with unit prices. We have noted that the largest municipal project you have completed to date is $3.9 million, which is considerably smaller than our project. However; that is less important in our opinion than the amount of time allotted to the contract. As you know our project has a physical • completion time of 345 days and, more critical, a street closure to through traffic for a period of 260 days. It is imperative that you are able to have final paving in place by the end of the 260 day period. The amount of personnel and equipment you have listed seems marginal. Subsection 23.0 of the Instructions to Bidders states: "The Prime Contractor must have sufficient manpower and equipment to perform all the work not subcontracted out within the time allotted for completion of this project. The proposed equipment and labor schedule and project references must support Prime contractor and Subcontractor experience and the schedule performance... " While the City may have questions relative to this issue,we accept that you have considered it and arc convinced that you can meet the contract schedule. Your references generally state a favorable history of timely construction completion. Past compliance with requirements such as the MUTCD and project closeout appear to have been somewhat troublesome. 2006 WSDOT Standard Specifications 1-02.13 2. b. states: "A proposal may be considered irregular and may be rejected if Any of the unit prices are excessively unbalanced(either above or below the amount of a reasonable bid) to the detriment of the Contracting Agency:... .. We believe that such unbalance may exist for the following items: Group A— items 004, 026, 139, 169, 171, and 176; Group B — items 028, 139, 165, 171, and 176; Group C — items 171 and 177; • Group D — items 171, 177 and 178; Group F — item 171 1055 South Grad Way.- Renton,Washington 98057 RENTON AHEAD OF TNF: CURVE This paper contains 50%recycled material.30%post consumer Steven R Barger Northwest Cascade,Inc. March 7, 2008 • Page 3 Groups C and D, bid item 178, Lateral Trench, $15.00 and $14.00 per LF respectively: Your unit price bid appears low. Our intent is to address with you the apparent"unbalance" in your proposal in general, and in particular, the underpriced items identified above before a contract has been executed in order to avoid misunderstanding that may arise. We are not suggesting a negotiation of unit prices, but because the potential exists for errors in your bid amounting to hundreds of thousands of dollars, we are offering you an opportunity to withdraw your bid without penalty if you so desire. Please sign and date one of the two options below, either agreeing to the clarification provided herein, and confirming your proposal prices for completion and full compliance with the specifications for each and every one of the proposal bid items, or alternatively, withdrawal of your bid. Upon your acknowledgement by signature,please return a signed copy of this agreement to us. Sincerely, IllI. Obert M. Hans*.41#4-1.1--<-'‘*--‘-----"--- Transportation Design Supervisor I hereby accept the clarification provided herein, andconfirm our proposal prices for completion and full compliance with the specifications for each and every one of the proposal bid items for the Duvall Avenue NE/Coal Creek Parkway Reconstruction Project contract submitted to the City of Renton for bid opening on February 26, 2008. I further confirm that Northwest Cascade, Inc. has adequate equipment and personnel to complete the work within the time constraints set forth in the contract documentsand pledge to meet the trafficcontrol requirements for local access for both pedestrians and vehicles and timely completion of required paperwork throughout the term and closure of the contract. i d _ t, ' , orthwest Cascade, Inc. D. - Mo2e- 2. Pe.P._?-'1 , Le.o 111 2/27/2008 City of Renton - Transportation Page 1 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Bid Results Analysis Contract No:CAG 08-001 Bid Date: Tuesday'February 26,2008 2:30 PM Engineer's Northwest Cascade,Inc. Marshbank Construction,'Inc. 'Goodfellow Bros.,Inc. ' Engineer: James P.Wilhoit Estimate PO Box 73399 ' - PO Box 97 3304 Old Hartford Rd 22035 SE Wax Road Suite 14 Puyallup,WA 00009-8373 ' Lake Stevens,WA 98258 :Maple Valley,WA 00009-8038 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 11 Sub-Total: Group: A RENTON ROADWAY 001 1090000001 Mobilization 1.00 LS 350,000.00 350,000.00 210,000.00 210,000.00 300,000.00 300,000.00 275,000.00 275,000.00 001.1 9880557501 Furnish And Setup 1.00 LS 50,000.00 50,000.00 25,000.00 25,000.00 20,000.00 20,000.00 25,000.00 25,000.00 Temporary Office Building For Engineer 002 2010000025 Clearing and Grubbing 2.00 ACRE 4,300.00 8,600.00 7,000.00 14,000.00 8,000.00 16,000.00 7,500.00 15,000.00 003 2020500005 Removing Drainage Structure 31.00 EA 350.00 10,850.00 700.00 21,700.00 300.00 9,300.00 300.00 9,300.00 004 2020500001 Removal Of Structure And 1.00 LS 2,000.00 2,000.00 150,000.00 150,000.00 12,500.00 12,500.00 10,500.00 10,500.00 Obstruction 005 2020000700 Removing Cement Concret 185.00 SY 15.00 2,775.00 19.00 3,515.00 5.90 1,091.50 9.00 1,665.00 Pavement 006 2020000701 Removing Cement Concrete 1,260.00SY 8.00 10,080.00 13.50 17,010.00 3.50 4,410.00 5.50 6,930.00 Sidewalk 007 2020000702 Removing Cement Concrete 1,985.00 LF 5.00 9,925.00 4.50 8,932.50 2.80 5,558.00 4.00 7,940.00 Curb And Gutter 008 2020000703 Removing Asphalt Concrete 16,205.00 SY 3.00 48,615.00 7.80 126,399.00 4.25 68,871.25 5.00 81,025.00 Pavement 009 2020000704 Removing Asphalt Concrete 500.00SY 20.00 10,000.00 8.50 4,250.00 2.35 1,175.00 6.00 3,000.00 Sidewalk 012 2020000705 Removing Storm Sewer Pipe 1,942.00 LF 10.00 19,420.00 7.00 13,594.00 5.85 11,360.70 10.00 19,420.00 013 2020000706 Removing Culvert 325.00 LF 8.00 2,600.00 8.50 2,762.50 11.00 3,575.00 10.00 3,250.00 014 2020000707 Removing Fence 1,265.00LF 2.00 2,530.00 2.20 2,783.00 3.00 3,795.00 3.50 4,427.50 015 2020000708 Cold Mix 20.00 TON 50.00 1,000.00 82.00 1,640.00 190.00 3,800.00 200.00 4,000.00 016 2030000310 Roadway Excavation Incl. 6,400.00 CY 15.00 96,000.00 25.00 160,000.00 17.50 112,000.00 25.00 160,000.00 Haul _ 017 2030000350 Unsuitable Foundation 900.000Y 25.00 22,500.00 32.50 29,250.00 23.00 20,700.00 19.00 17,100.00 Excavation Including Haul Run By: Rob Lochmiller w, Generated 6y a Shar Soft Product • • ' 2/27/2008 lite 2 of 57 City of Renton - Transportation 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date:" Tuesday February 26,2008 2:30 PM Engineer's" Northwest Cascade,-Inc: Marshbank Construction,Inc. -Goodfellow Bros.,Inc. Engineer: James P.Wilhoit "Estimate PO Box 73399 PO Box 97 3304 Old Hartford.Rd ,. 22035 SE Wax Road''Suite 14- Puyallup,WA'00009-8373 W Lake Stevens, A:98258 „Maple Valley,WA'00009.8038' ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 018 2030005001 Gravel Borrow Incl.Haul 900.00 TON 30.00 27,000.00 18.00 16,200.00 16.50 14,850.00 11.00 9,900.00 020 7050001046 Concrete Inlet With Std. 5.00 EA 1,000.00 5,000.00 750.00 3,750.00 1,025.00 5,125.00 1,250.00 6,250.00 Grate 026 7040003406 Class IV Reinf.Conc.Storm 150.00 LF 30.00 4,500.00 115.00 17,250.00 36.00 5,400.00 60.00 9,000.00 Sewer Pipe, 12 Inch 029 7050003091 Catch Basin Type 1 35.00 EA 1,100.00 38,500.00 890.00 31,150.00 1,000.00 35,000.00 1,500.00 52,500.00 030 7050003105 Catch Basin Type 2,48 In. 30.00 EA 2,500.00 75,000.00 2,200.00 66,000.00 2,050.00 61,500.00 2,400.00 72,000.00 Dia. 031 7050003106 Catch Basin Type 2,54 In. 2.00 EA 4,200.00 8,400.00 2,800.00 5,600.00 2,800.00 5,600.00 2,800.00 5,600.00 Dia. 033 7050005201 Catch Basin Type 2,54 In. 1.00 EA 5,000.00 5,000.00 5,250.00 5,250.00 5,225.00 5,225.00 3,000.00 3,000.00 Dia.With Bypass Structure 034 7040003602 Corrugated Polyethylene 3,238.00 LF 50.00 161,900.00 64.00 207,232.00 28.00 90,664.00 33.00 106,854.00 Storm Sewer Pipe-12"dia. 035 7040003607 Corrugated Polyethylene 993.00 LF 60.00 59,580.00 56.00 55,608.00 35.50 35,251.50 45.00 44,685.00 Storm Sewer Pipe-18"dia. 036 7040003608 Corrugated Polyethylene 806.00 LF 70.00 56,420.00 71.00 57,226.00 50.50 40,703.00 70.00 56,420.00 Storm Sewer Pipe-24"dia. 037 7040100001 Ductile Iron Sewer Pipe 8 In 317.00 LF 43.00 13,631.00 65.00 20,605.00 38.00 12,046.00 48.00 15,216.00 Diam. 046 7140003848 Resetting Existing Hydrants 3.00 EA 2,500.00 7,500.00 1,450.00 4,350.00 1,800.00 5,400.00 1,200.00 3,600.00 082 4040005120 Crushed Surfacing Top 5,905.00 TON 30.00 177,150.00 19.00 112,195.00 21.00 124,005.00 20.00 118,100.00 Course 083 5040000001 Planing Bituminous 310.00SY 10.00 3,100.00 25.00 7,750.00 11.00 3,410.00 12.00 3,720.00 Pavement 084 5040000114 HMA Cl. 1/2 In.PG 64-22 3,830.00 TON 80.00 306,400.00 72.00 275,760.00 70.60 270,398.00 75.00 287,250.00 085 5040000115 HMA Class 1 In. PG 64-22 4,213.00 TON 70.00 294,910.00 72.00 303,336.00 70.60 297,437.80 75.00 315,975.00 085.1 5040000118 Asphalt Cost Price 1.00 CALC 8,000.00 8,000.00 8,000.00 8,000.00 8,000.00 8,000.00 8,000.00 8,000.00 Adjustment Run By: Rob Lochmiller Generated by a SharpeSoft Product 2/27/2008 City of Renton -Transportation Page 3 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: "Tuesday,February 26,2008 2:30 PM . 'Engineer's .•"' Northwest Cascade,Inc. Marshbank Construction,Inc.:.,'.'Goodfellow'Bros:','Inc.' '' Engineer: James P.Wilhoit,,. ,"; Estimate - '- PO Box 73399 PO Box 97 3304 0ld Hartford Rd ' 22035 SEWax Road Suite 14 Puyallup,WA 00009-8373. Lake.Stevens;WA.98258,::'=.'Maple Valley,WA 00009.8038 f ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 085.2 5040000116 Job Mix Compliance Price 1.00 CALC 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 Adjustment 085.3 5040000117 Compaction Price Adjustment 1.00 CALC 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 086 8030000003 Irrigation System 1.00 LS 27,000.00 27,000.00 49,000.00 49,000.00 70,000.00 70,000.00 50,000.00 50,000.00 087 8010000003 Silt Fence 2,390.00 LF 5.00 11,950.00 4.00 9,560.00 5.00 11,950.00 5.00 11,950.00 088 8020006405 Topsoil Type A 300.000Y 40.00 12,000.00 37.00 11,100.00 48.00 14,400.00 40.00 12,000.00 089 8020000133 Seeding.Fertilizing and 35.00 SY 0.45 15.75 20.00 700.00 11.00 385.00 20.00 700.00 Mulching 090 8010006490 Erosion/Water Pollution 1.00 EST 8,333.00 8,333.00 8,333.00 8,333.00 8,333.00 8,333.00 8,333.00 8,333.00 Control _ 091 8086096600 PSIPE Patmore Green Ash, 15.00 EA 275.00 4,125.00 310.00 4,650.00 300.00 4,500.00 335.00 5,025.00 2-1/2"Caliber 096 8086026600 PSIPE Lavender,20-24"HT. 54.00 EA 35.00 1,890.00 33.00 1,782.00 38.00 2,052.00 34.50 1,863.00 097 8086226400 PSIPE Sageleaf Rockrose, 155.00 EA 20.00 3,100.00 30.00 4,650.00 13.50 2,092.50 31.70 4,913.50 10-12"HT. 098 8085897000 PSIPE Compact Japanese 231.00 EA 25.00 5,775.00 25.00 5,775.00 22.00 5,082.00 26.50 6,121.50 Holy.15-18"HT 099 8086000000 PSIPE Gulftide Osmanthus, 114.00 EA 35.00 3,990.00 33.00 3,762.00 27.00 3,078.00 34.50 3,933.00 18"-20"HT 100 8086026650 PSIPE Laurustinus,20"-24" 88.00 EA 40.00 3,520.00 30.00 2,640.00 27.00 2,376.00 31.70 2,789.60 HT. 103 8085759553 PSIPE Kinnikinnick,4"Pot 600.00EA 5.00 3,000.00 3.00 1,800.00 3.00 1,800.00 3.00 1,800.00 104 8085896560 PSIPE Ceanothus,1 Gal. 151.00EA 9.00 1,359.00 8.00 1,208.00 8.70 1,313.70 8.00 1,208.00 105 808586700 PSIPE Bramble,4"Pot 868.00 EA 5.00 4,340.00 2.75 2,387.00 3.00 2,604.00 2.75 2,387.00 106 8085999000 PSIPE Germander.1 Gal. 256.00 EA 9.00 2,304.00 8.00 2,048.00 11.00 2,816.00 8.00 2,048.00 116 8086137000 PSIPE Purple-Leaf 1,246.00EA 5.00 6,230.00 3.00 3,738.00 3.00 3,738.00 3.00 3,738.00 Wintercreeper,4"Pot 117 8085985000 PSIPE Foxberry,1 Gal. 716.00 EA 9.00 6,444.00 9.00 6,444.00 11.00 7,876.00 9.00 6,444.00 Run By: Rob Lochmiller Generated Ilya Shar Soft Product • • • ` 2/272008 City of Renton - Transportation Page 4 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date; •Tuesday February 26,2008. 2:30 PM • . Engineer's Northwest Cascade,Inc. , Marshbank Construction,Inc.:.z:',:'.Goodfellow Bros:,Inc.; Engineer: James R Wi'hoit _ Estimate ' 'PO Box 73399 PO Box'97 3304 Old Hartford Rd '',:'22035 SE Wax Road Suite 14' ' Puyallup,WA 00009-8373 Lake Stevens,WA 98258' Maple Valley,WA'00009.8038 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT, UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 118 8020006560 Seeded Lawn Installation 95.00SY 2.70, 256.50 11.00 1,045.00 4.30 408.50 11.50 1,092.50 119 8020006581 Bark Mulch 30.000Y 30.00 900.00 42.00 1,260.00 48.00 1,440.00 44.00 1,320.00 120 8020000013 Root Barrier-12"Depth 300.00 LF 9.00 2,700.00 4.00 1,200.00 11.00 3,300.00 4.50 1,350.00 121 8040000001 Cement Concrete Traffic 4,690.00 LF 18.00 84,420.00 13.00 60,970.00 10.00 46,900.00 13.00 60,970.00 Curb And Gutter 123 8220006817 Painted Wide Line 3,955.00LF 0.60 2,373.00 0.40 1,582.00 0.35 1,384.25 0.40 1,582.00 124 8220006833 Plastic Traffic Arrow 30.00 EA 84.00 2,520.00 70.00 2,100.00 70.50 2,115.00 85.00 2,550.00 125 8220006857 Plastic Crosswalk Line 215.00 SF 6.00 1,290.00 3.00 645.00 3.80 817.00 6.00 1,290.00 126 8220006859 Plastic Stop Line 280.00LF 14.40 4,032.00 3.50 980.00 5.40 1,512.00 6.00 1,680.00 127 8220006866 Painted Bicycle Lane Symbol 24.00 EA 60.00 1,440.00 55.00 1,320.00 48.00 1,152.00 60.00 1,440.00 128 8090006882 Raised Pavement Marker, 34.00 HUND 336.00 11,424.00 187.00 6,358.00 179.00 6,086.00 170.00 5,780.00 Type 1 129 8090006884 Raised Pavement Markers 5.00 HUND 504.00 2,520.00 350.00 1,750.00 407.00 2,035.00 375.00 1,875.00 Type 2 130 8210006890 Permanent Signing 1.00 LS 16,000.00 16,000.00 4,000.00 4,000.00 12,000.00 12,000.00 7,000.00 7,000.00 131 8200900000 Illumination System 1.00 LS 329,000.00 329,000.00 301,400.00 301,400.00 215,000.00 215,000.00 227,350.00 227,350.00 132 8200006912 Traffic Signal System 1.00 LS 150,000.00 150,000.00 163,000.00 163,000.00 167,000.00 167,000.00 170,000.00 170,000.00 133 1100020001 Traffic Control 1.00 LS 820,000.00, 820,000.00 250,000.00 250,000.00 350,000.00 350,000.00 150,000.00 150,000.00 134 8200000070 City Interconnect System 1.00 LS 42,000.00 42,000.00 22,900.00 22,900.00 22,000.00 22,000.00 22,000.00 22,000.00 135 7050000013 Adjust Existing Manhole 18.00 EA 400.00 7,200.00 300.00 5,400.00 400.00 7,200.00 600.00 10,800.00 136 7050000012 Adjust Existing Catch Basin 5.00EA 300.00 1,500.00 255.00 1,275.00 400.00 2,000.00 600.00 3,000.00 137 7050000072 Locking Solid Metal Cover 25.00 EA 300.00 7,500.00 500.00 12,500.00 350.00 8,750.00 275.00 6,875.00 And Frame For Catch Basin 138 7090000051 Select Imported Trench 2,300.00 TON 40.00 92,000.00 10.00 23,000.00 22.00 50,600.00 7.75 17,825.00 Backfill(Gravel Borrow) 139 2090007006 Structural Excavation Class 3,682.00 CY 20.00 73,640.00 1.50 5,523.00 17.00 62,594.00 14.00 51,548.00 Inc.Haul 141 7080007029 Plugging Existing Pipe 15.00EA 150.00 2,250.00 80.00 1,200.00 500.00 7,500.00 1,150.00 17,250.00 Run By: Rob Lochmiller , Generated by a SharpeSoft Product 2/27/2008 City of Renton - Transportation Page 5 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date:-.' Tuesday February 26,2008 2:30 PM Engineer's Northwest Cascade,Inc. 'Marshbank Construction,Inc:',;;,Goodfellow'Bros. Inc. 1 Engineer: :. 'James.P.Wilhoit_ Estimate' PO•Box 73399 .. PO Box 97 3304 Old.Hartford Rd .22035 SE Wax Road.Suite 14 "' Puyallup,WA 00009-8373.• Lake Stevens,WA 98258 Maple Valley,WA'00009.8038 - ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 142 8130007045 Monument with Case and 2.00 EA 400.00 800.00 205.00 410.00 500.00 1,000.00 600.00 1,200.00 Cover 143 8140007055 Cement Conc.Sidewalk 2,780.00 SY 42.00 116,760.00 29.00 80,620.00 28.50 79,230.00 33.00 91,740.00 144 8140067058 Cement Conc.Sidewalk 18.00 EA 1,680.00 30,240.00 745.00 13,410.00 890.00 16,020.00 950.00 17,100.00 Ramp Type 2A 145 8140000020 Cement Conc.Sidewalk 2.00 EA 1,620.00 3,240.00 850.00 1,700.00 700.00 1,400.00 600.00 1,200.00 Ramp Type 4A 146 8060000010 Cement Concrete Driveway 550.00 SY 48.00 26,400.00 32.00 17,600.00 38.00 20,900.00 38.00 20,900.00 Entrance Type 1 150 8240007100 Rock Retaining Wall 25.00 TON 105.00 2,625.00 145.00 3,625.00 200.00 5,000.00 180.00 4,500.00 151 7050000021 Area Inlet 2.00 EA 700.00 1,400.00 725.00 1,450.00 800.00 1,600.00 1,350.00 2,700.00 153 8180030001 Type A Locking Mailbox 7.00 EA 420.00 2,940.00 425.00 2,975.00 375.00 2,625.00 350.00 2,450.00 154 8180030002 Type B Locking Mailbox 3.00EA 445.00 1,335.00 1,700.00 5,100.00 1,900.00 5,700.00 500.00 1,500.00 155 8180030003 Type C Locking Mailbox 2.00EA 1,000.00 2,000.00 1,765.00 3,530.00 1,850.00 3,700.00 575.00 1,150.00 156 1040001319 Minor Change 1.00 CALC 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00' 20,000.00 157 1070007736 SPCC Plan 1.00LS 1,000.00 1,000.00 1,000.00 1,000.00 1,400.00 1,400.00 2,500.00 2,500.00 158 7050000059 Connection to Existing Catch 9.00EA 600.00 5,400.00 1,185.00 10,665.00 900.00 8,100.00 1,300.00 11,700.00 Basin 159 1050000001 Contractor Supplied 1.00 LS 60,000.00 60,000.00 31,900.00 31,900.00 44,000.00 44,000.00 97,500.00 97,500.00 Surveying 160 8130000006 Resetting Existing Monument 3.00EA 250.00 750.00 250.00 750.00 900.00 2,700.00 600.00 1,800.00 161 7200000100 Stormwater Detention Vault 1.00 LS 335,000.00 335,000.00 388,000.00 388,000.00 384,000.00 384,000.00 475,000.00 475,000.00 162 7200000200 Storm Filter Vault 1.00 LS 48,000.00 48,000.00 52,000.00 52,000.00 60,000.00 60,000.00 60,000.00 60,000.00 163 1071700003 Resolution of Utility Confli 1.00 EST 15,000.00 15,000.00 15,000.00 15,000.00 15,000.00 15,000.00 15,000.00 15,000.00 164 8300000030 6'Wood Fence 70.00LF 30.00 2,100.00 25.00 1,750.00 24.50 1,715.00 23.00 1,610.00 166 7050000055 Connect Structure to Existin 4.00 EA 500.00 2,000.00 800.00 3,200.00 1,100.00 4,400.00 3,500.00 14,000.00 Pipe _ 167 8140001000 Sidewalk Thickened Edge 40.00 SY 48.00 1,920.00 29.00 1,160.00 87.50 3,500.00 35.00 1,400.00 Run By: Rob Lochmiller , Generated bya SharpeSolt Product • • 0 0 • 5 ' . 2/27/2008 City of Renton -Transportation Page 6 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: Tuesday February 26;2008" 2:30 PM Engineer's .' `' Northwest Cascade;Inc.: Marshbank Construction,Inc.: : Goodfellow Bros.,Inc.,, Engineer: James P.Wilhoit, =Estimate ' ''PO Box 73399' :: PO Box 97 3304 Old Hartford Rd.;:; 22035 SE Wax'Road Suite 14 -'Puyallup,WA*00009-8373-'"=Lake Stevens,WA,98258: :Maple Valley,WA 00009.8038 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 168 5040745725 HMA Driveway 695.00SY 18.00 12,510.00 16.00 11,120.00 16.00 11,120.00 17.00 11,815.00 169 9880001118 Modular Block Wall 945.00 SY 24.00 22,680.00 67.00 63,315.00 29.00 27,405.00 28.00 26,460.00 170 8060000004 Cement Concrete Driveway 85.00 SY 50.40 4,284.00 39.00 3,315.00 38.00 3,230.00 38.00 3,230.00 171 2090000001 Trench Excavation Safety 1.00LS 56,000.00 56,000.00 1,000.00 1,000.00 9,800.00 9,800.00 10,000.00 10,000.00 Systems 172 1040011001 Finish and Cleanup 1.00 LS 15,000.00 15,000.00 50,000.00 50,000.00 17,200.00 17,200.00 25,000.00 25,000.00 173 1070017005 Utility Potholing 1.00 FA 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 175 708DUVAL100 Filling Pipe With CDF 1,315.00LF 20.00 26,300.00 8.00 10,520.00 6.35 8,350.25 7.50 9,862.50 176 8010006402 SWPPP 1.00 LS 30,000.00 30,000.00 1,000.00 1,000.00 10,000.00 10,000.00 90,000.00 90,000.00 Sub-Total: 4,515,911.25 3,784,198.00 3,510,436.95 3,683,776.10 1 Group: B KING COUNTY ROADWAY 001 1090000001 Mobilization 1.00 LS 450,000.00 450,000.00 210,000.00 210,000.00 400,000.00 400,000.00 285,700.00 285,700.00 001.1 9880557501 Furnish And Setup 1.00 LS 50,000.00 50,000.00 24,000.00 24,000.00 24,000.00 24,000.00 25,000.00 25,000.00 Temporary Office Building For Engineer 002 2010000025 Clearing and Grubbing 7.00 ACRE 4,300.00 30,100.00 7,000.00 49,000.00 8,000.00 56,000.00 7,500.00 52,500.00 003 2020500005 Removing Drainage Structure 4.00 EA 350.00' 1,400.00 700.00 2,800.00 700.00 2,800.00 300.00 1,200.00 004 2020500001 Removal Of Structure And 1.00 LS 500.00 500.00 1,000.00 1,000.00 8,000.00 8,000.00 10,500.00 10,500.00 Obstruction 008 2020000703 Removing Asphalt Concrete 6,530.00 SY 3.00 19,590.00 7.80 50,934.00 4.55 29,711.50 5.00 32,650.00 Pavement 010 2020000800 Removing Guardrail 830.00LF 5.00 4,150.00 5.00 4,150.00 6.95 5,768.50 5.00 4,150.00 011 2020000801 Removing Soldier Pile Shaft 1.00 EST 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 Obstructions _ 012 2020000705 Removing Storm Sewer Pipe 73.00 LF 10.00 730.00 7.00 511.00 14.00 1,022.00 10.00 730.00 013 2020000706 Removing Culvert 275.00 LF 8.00 2,200.00 8.50 2,337.50 6.65 1,828.75 10.00 2,750.00 014 2020000707 Removing Fence 315.00LF 2.00 630.00 2.20 693.00 4.00 1,260.00 3.50 1,102.50 015 2020000708 Cold Mix 20.00 TON 50.00 1,000.00 82.00 1,640.00 190.00 3,800.00 200.00 4,000.00 Run By: Rob Lochmiller , Generated by aSharpeSortProduct 2/27/2008 City of Renton - Transportation Page 7 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: Tuesday February 26,2008 2:30 PM Engineer's Northwest Cascade;;Inc. , Marshbank Construction,Inc. Goodfellow Bros.,'Inc. Engineer: 'James P.Wilhoit Estimate ' PO Box 73399" ' PO Box 97 3304 Old Hartford Rd 22035 SE Wax Road Suite 14 Puyallup,WA 00009-8373. Lake Stevens,WA 98258 Maple Valley;WA s'00009.8038-: ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 016 2030000310 Roadway Excavation Incl. 11,100.000Y 15.00 166,500.00 25.00 277,500.00 17.50 194,250.00 18.00 199,800.00 Haul 017 2030000350 Unsuitable Foundation 1,700.000Y 25.00 42,500.00 32.50 55,250.00 20.00 34,000.00 19.00 32,300.00 Excavation Including Haul 018 4020000431 Gravel Borrow Incl.Haul 5,900.00 TON 30.00 177,000.00 18.00 106,200.00 16.50 97,350.00 11.00 64,900.00 019 2100001030 Ditch Excavation Incl.Haul 250.000Y 45.00 11,250.00 29.00 7,250.00 18.00 4,500.00 20.00 5,000.00 020 7050001046 Concrete Inlet With Std. 1.00 EA 1,000.00 1,000.00 750.00 750.00 1,000.00 1,000.00 1,250.00 1,250.00 Grate 021 8040000012 Cement Concrete Gutter 775.00 LF 32.00 24,800.00 13.00 10,075.00 16.00 12,400.00 23.00 17,825.00 022 8150001088 Quarry Spalls-8 Inch 430.00 TON 50.00 21,500.00 45.00 19,350.00 33.00 14,190.00 25.00 10,750.00 023 8150001089 Quarry Spalls-12 Inch 30.00TON 50.00 1,500.00 120.00 3,600.00 55.00 1,650.00 25.00 750.00 024 7010001160 Underdrain Pipe 6"Diameter 290.00 LF 20.00 5,800.00 12.00 3,480.00 11.00 3,190.00 12.00 3,480.00 025 701000060 Underdrain Pipe 8"Diameter 620.00 LF 20.00 12,400.00 13.50 8,370.00 18.00 11,160.00 13.00 8,060.00 026 7040003406 Class IV Reinf.Conc.Storm 20.00 LF 30.00 600.00 115.00 2,300.00 67.00 1,340.00 60.00 1,200.00 Sewer Pipe, 12 Inch 027 8320000002 Pond Liner 5,333.00SY 10.00 53,330.00 6.00 31,998.00 5.15 27,464.95 6.00 31,998.00 028 23000000320 Roadway Excavation Incl. 43,700.000Y 15.00 655,500.00 27.00 1,179,900.00 17.00 742,900.00 18.00 786,600.00 Haul,Detention Pond 029 7050003091 Catch Basin Type 1 10.00EA 1,100.00 11,000.00 890.00 8,900.00 1,000.00 10,000.00 1,500.00 15,000.00 030 7050003105 Catch Basin Type 2,48 In. 30.00 EA 2,500.00 75,000.00 2,200.00 66,000.00 2,900.00 87,000.00 2,400.00 72,000.00 Dia. 031 7050003106 Catch Basin Type 2,54 In. 2.00 EA 4,200.00 8,400.00 2,800.00 5,600.00 3,900.00 7,800.00 2,800.00 5,600.00 Dia. 032 7050000045 Catch Basin Type 2,54 In. 1.00 EA 5,000.00 5,000.00 6,350.00 6,350.00 5,800.00 5,800.00 4,000.00 4,000.00 Diam.-Flow Control Struct. 034 7040003602 Corrugated Polyethylene 436.00 LF 50.00 21,800.00 59.00 25,724.00 27.00 11,772.00 33.00 14,388.00 Storm Sewer Pipe-12"dia. 035 7040003607 Corrugated Polyethylene 2,284.00LF 60.00 137,040.00 57.00 130,188.00 36.00 82,224.00 45.00 102,780.00 Run By: Rob Lochmiller , Generated by a Sharp oft Product III • 2/27/2008• .of57 F 11:08 am City of Renton - ransportatlon ra age 8 Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: Tuesday February 26,'2008 2:30 PM ;Engineer's Northwest Cascade,Inc. """ Marshbank Construction,Inc." Goodfellow Bros.,Inc. Engineer: James P.Wilhoit Estimate PO Box 73399 PO Box 97 3304 Old Hartford Rd." .22035 SE Wax Road Suite 14 Puyallup,WA 00009-8373' Lake Stevens,WA 98258 . •Maple Valley,WA 00009-8038 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL Storm Sewer Pipe-18"dia. 036 7040003608 Corrugated Polyethylene 503.00 LF 70.00 35,210.00 72.00 36,216.00 51.00 25,653.00 70.00 35,210.00 Storm Sewer Pipe-24"dia. 037 7040100001 Ductile Iron Sewer Pipe 8 In 19.00LF 43.00 817.00 63.00 1,197.00 96.00 1,824.00 48.00 912.00 Diam. 038 7190073640 Storm Sewer Cleanout 1.00 EA 1,700.00 1,700.00 400.00 400.00 885.00 885.00 500.00 500.00 039 7040000010 Debris Cage 3.00 EA 500.00 1,500.00 2,000.00 6,000.00 2,300.00 6,900.00 2,300.00 6,900.00 046 7140003848 Resetting Existing Hydrants 1.00EA 2,500.00 2,500.00 1,450.00 1,450.00 1,100.00 1,100.00 1,200.00 1,200.00 059 7010500001 Gravel Backfill For Wall 40.000Y 30.00 1,200.00 42.00 1,680.00 66.00 2,640.00 30.00 1,200.00 060 6050005000 Shaft-36 Inch Diamter 2,090.00 LF 120.00 250,800.00 95.00 198,550.00 53.00 110,770.00 57.50 120,175.00 061 6050006000 Furnishing Soldier Pile W14 415.00 LF 35.00 14,525.00 53.00 21,995.00 54.00 22,410.00 57.50 23,862.50 X 43 062 6050006001 Furnishing Soldier Pole W14 95.00 LF 55.00 5,225.00 88.00 8,360.00 500.00 47,500.00 525.00 49,875.00 X 68 063 6050006002 Furnishing Soldier Pile W14 155.00 LF 65.00 10,075.00 101.00 15,655.00 104.00 16,120.00 110.00 17,050.00 X 82 064 6050006003 Furnshing Soldier Pile W14 X 285.00 LF 90.00 25,650.00 136.00 38,760.00 138.00 39,330.00 146.00 41,610.00 109 065 6050006004 Furnsihing Soldier Pile W14 125.00LF 105.00 13,125.00 167.00 20,875.00 98.00 12,250.00 177.00 22,125.00 X 132 066 6050006005 Furnishing Soldier Pile W21 505.00 LF 115.00 58,075.00 83.00 41,915.00 87.00 43,935.00 92.00 46,460.00 X 68 067 6050006006 Furnishing Soldier Pile W21 70.00 LF 170.00 11,900.00 140.00 9,800.00 140.00 9,800.00 148.00 10,360.00 X 111 068 6050006007 Furnishing Soldier Pile W21 310.00 LF 130.00 40,300.00 210.00 65,100.00 209.00 64,790.00 222.00 68,820.00 X 166 069 6050006008 Furnishing Soldier Pile W21 85.00 LF 145.00 12,325.00 230.00 19,550.00 230.00 19,550.00 244.00 20,740.00 X 182 070 6050006009 Furnsihing Soldier Pile W24 45.00 LF 185.00 8,325.00 286.00 12,870.00 289.00 13,005.00 306.00 13,770.00 Run By: Rob Lochmiller Generated by a SharpeSoft Product 2/27/2008 Page 9 of 57 City of Renton - Transportation 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: Tuesday February 26,20.08 2:30 PM Engineer's Northwest Cascade,Inc. . 'Marshbank Construction,Inc. ` "Goodfellow Bros.,Inc. .Engineer: James P.Wilhoit Estimate PO Box 73399 ,. .PO Box 97 3304 Old Hartford,Rd 22035 SE Wax Road Suite 14 Puyallup,WA 00009-8373 Lake Stevens,WA 98258 Maple Valley,WA 00009.8038 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL X 229 071 6160000010 Timber Lagging 35.00 MBM 2,500.00 87,500.00 2,640.00 92,400.00 2,850.00 99,750.00 2,700.00 94,500.00 072 6110000003 Cocrete Fascia Panel 11,050.00 SF 50.00 552,500.00 33.00 364,650.00 44.00 486,200.00 53.50 591,175.00 073 6160000001 Prefabricated Drainage Mat 800.00SY 12.00 9,600.00 8.00 6,400.00 21.00 16,800.00 12.50 10,000.00 074 6170000001 Permanent Ground Anchor 32.00 EA 3,700.00 118,400.00 2,700.00 86,400.00 2,700.00 86,400.00 3,050.00 97,600.00 075 6170000002 Permanent Ground Anchor 3.00 EA 2,500.00 7,500.00 1,760.00 5,280.00 550.00 1,650.00 575.00 1,725.00 Performance Test 076 6130000001 Structural Earth Wall 2,100.00 SF 30.00 63,000.00 44.00 92,400.00 40.00 84,000.00 50.00 105,000.00 077 2090007170 Backfill for Structural Eart 760.00 CY 30.00 22,800.00 33.00 25,080.00 35.00 26,600.00 15.00 11,400.00 Wall Incl.Haul 078 6130000003 Moment Slab 450.00 LF 500.00 225,000.00 400.00 180,000.00 413.00 185,850.00 250.00 112,500.00 079 6110000004 Retaining Wall Type 3 690.00 SF 65.00 44,850.00 65.00 44,850.00 60.00 41,400.00 95.00 65,550.00 080 6060000005 SEW Steel Traffic Railing 450.00 SF 300.00 135,000.00 320.00 144,000.00 325.00 146,250.00 260.00 117,000.00 081 4020005047 Gravel Base 595.00 TON 25.00 14,875.00 24.00 14,280.00 18.00 10,710.00 24.00 14,280.00 082 4040005120 Crushed Surfacing Top 3,850.00 TON 30.00 115,500.00 19.00 73,150.00 22.00 84,700.00 20.00 77,000.00 Course 084 5040000114 HMA Cl.1/2 In.PG 64-22 2,366.00TON 80.00 189,280.00 71.00 167,986.00 70.00 165,620.00 75.00 177,450.00 085 5040000115 HMA Class 1 In.PG 64-22 2,603.00TON 70.00 182,210.00 71.00 184,813.00 70.00 182,210.00 75.00 195,225.00 085.1 5040000118 Asphalt Cost Price 1.00 CALC 8,000.00 8,000.00 8,000.00 8,000.00 8,000.00 8,000.00 8,000.00 8,000.00 Adjustment 085.2 5040000116 Job Mix Compliance Price 1.00 CALC 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 Adjustment _ 085.3 5040000117 Compaction Price Adjustment 1.00 CALC 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 086 8030000003 Irrigation System 1.00 LS 27,000.00 27,000.00 32,365.00 32,365.00 38,000.00 38,000.00 32,000.00 32,000.00 087 8010000003 Silt Fence 2,545.00 LF 5.00 12,725.00 4.00 10,180.00 5.00 12,725.00 5.00 12,725.00 088 8020006405 Topsoil Type A 1,600.00 CY 40.00 64,000.00 37.00 59,200.00 48.00 76,800.00 40.00 64,000.00 089 8020000133 Seeding.Fertilizing and 700.00 SY 0.45 315.00 19.00 13,300.00 1.00 700.00 1.00 700.00 Mulching Run By: Rob Lochmiller Generated bya SharpeSoft Product • • S . - • • • 2/27/2008 City of Renton -Transportation Page 10 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: Tuesday'February 26;2008' 2:30 PM Engineer's ' Northwest Cascade,Inc.: °,'Marshbank Construction,:Inc., ; -Goodfellow Bros.,Inc. Engineer: • James P.Wilhoit Estimate, PO Box 73399 ' :'''':''"PO Box 973304 Old Hartford Rd ' 22035 SE Wax Road'Suite 14''" Puyallup,WA 00009-8373 `^ Lake Stevens,WA 98258 Maple Valley,WA 00009-8038 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 090 8010006490 Erosion/Water Pollution' 1.00 EST 16,667.00 16,667.00 16,667.00 16,667.00 16,667.00 16,667.00 16,667.00 16,667.00 Control 091 8086096600 PSIPE Patmore Green Ash, 7.00 EA 275.00 1,925.00 310.00 2,170.00 300.00 2,100.00 335.00 2,345.00 2-1/2"Caliber 092 8086426552 PSIPE Western Red Cedar, 10.00 EA 120.00 1,200.00 100.00 1,000.00 92.00 920.00 105.00 1,050.00 5-6'HT 093 8085936552 PSIPE Douglas Fir,5-6'HT 19.00EA 120.00 2,280.00 100.00 1,900.00 92.00 1,748.00 105.00 1,995.00 094 8086386552 PSIPE Vine Maple,5-6'HT. 61.00EA 100.00 6,100.00 100.00 6,100.00 70.50 4,300.50 105.00 6,405.00 095 8086416552 PSIPE Western Hazelnut, 14.00 EA 100.00 1,400.00 55.00 770.00 109.00 1,526.00 60.00 840.00 5-6'HT. 101 8086176600 PSIPE Red Twig Dogwood, 223.00 EA 10.00 2,230.00 17.00 3,791.00 22.00 4,906.00 17.00 3,791.00 20"-24" 102 8086096550 PSIPE Pacific Wax Myrtle, 76.00 EA 35.00 2,660.00 33.00 2,508.00 27.00 2,052.00 34.50 2,622.00 20"-24"HT 103 8085759553 PSIPE Kinnikinnick,4"Pot 38.00 EA 5.00 190.00 3.00 114.00 3.25 123.50 3.00 114.00 105 808586700 PSIPE Bramble,4"Pot 38.00 EA 5.00 190.00 3.00 114.00 3.25 123.50 2.75 104.50 107 8085786552 PSIPE Sala!, 1 Gal. 7,044.00 EA 9.00 63,396.00 5.00 35,220.00 8.70 61,282.80 5.50 38,742.00 108 8086306552 PSIPE Spatterdock,Rhizome 2,590.00 EA 2.75 7,122.50 6.60 17,094.00 1.60 4,144.00 7.00 18,130.00 109 8086286552 PSIPE Slough Sedge,Sprig 1,488.00 EA 2.75 4,092.00 1.50 2,232.00 1.60 2,380.80 1.50 2,232.00 110 808566700 PSIPE Bur Reed,Sprig 4,353.00 EA 2.75 11,970.75 2.00 8,706.00 1.60 6,964.80 1.50 6,529.50 111 8085816400 PSIPE Arrow Head, Rhizome 2,137.00 EA 2.75 5,876.75 2.00 4,274.00 1.60 3,419.20 1.85 3,953.45 112 8086386400 PSIPE Western Mannagrass, 1,820.00 EA 2.75 5,005.00 1.50 2,730.00 1.60 2,912.00 1.50 2,730.00 Sprig 113 8085866600 PSIPE Boston Ivy, 1 Gal. 10.00 EA 15.00 150.00 20.00 200.00 11.00 110.00 20.00 200.00 114 8086336700 PSIPE Trumpet Honeysickle, 17.00 EA 15.00 255.00 21.00 357.00 11.00 187.00 22.00 374.00 1 Gal. 115 808602500 PSIPE Lady Bank's Rose, 1 14.00 EA 15.00 210.00 25.00 350.00 16.25 227.50 26.50 371.00 Gal. Run By: Rob Lochmiller *, GeneratedbyaSharpeSo/tProduct 2/27/2008 City of Renton -Transportation Page 11 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date:1"Tuesday February 26,2008 :2:30 PM ., -Engineer's , :Northwest Cascade,Inc c. Marshbank Construction,Inc..: Goodfellow Bros.,Inc. Engineer: James P.Wilhoit Estimate "'PO Box 73399 ' PO Box 973304 Old Hartford.Rd'' 22035'SE Wax Road Suite,14 - . . - Puyallup,WA 00009-8373 Lake Stevens;"WA"l 98258 ' Maple Valley,WA,00009.8038 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 116 8086137000 PSIPE Purple-Leaf 622.00EA 5.00 3,110.00 3.00 1,866.00 8.70 5,411.40 3.00 1,866.00 Wintercreeper,4"Pot 117 8085985000 PSIPE Foxberry, 1 Gal. 8,814.00EA 9.00 79,326.00 9.00 79,326.00 11.00 96,954.00 9.25 81,529.50 118 8020006560 Seeded Lawn Installation 1,730.00SY 2.70 4,671.00 11.00 19,030.00 1.00 1,730.00 0.75 1,297.50 119 8020006581 Bark Mulch 185.000Y 30.00 5,550.00 42.00 7,770.00 38.00 7,030.00 44.00 8,140.00 120 8020000013 Root Barrier-12"Depth 620.00 LF 9.00 5,580.00 4.00 2,480.00 11.00 6,820.00 4.50 2,790.00 121 8040000001 Cement Concrete Traffic 3,440.00 LF 18.00 61,920.00 13.00 44,720.00 11.00 37,840.00 13.00 44,720.00 Curb And Gutter 122 8070006735 Type C Block Traffic Curb 435.00 LF 18.00 7,830.00 15.00 6,525.00 16.30 7,090.50 16.00 6,960.00 123 8220006817 Painted Wide Line 3,060.00 LF 0.60 1,836.00 0.40 1,224.00 0.35 1,071.00 0.40 1,224.00 124 8220006833 Plastic Traffic Arrow 11.00 EA 84.00 924.00 70.00 770.00 70.50 775.50 85.00 935.00 126 8220006859 Plastic Stop Line 70.00 LF 14.40 1,008.00 3.00 210.00 5.50 385.00 6.00 420.00 '127 8220006866 Painted Bicycle Lane Symbol 12.00 EA 60.00 720.00 55.00 660.00 49.00 588.00 60.00 720.00 ;128 80900EA688 Raised Pavement Marker- 18.00 EA 336.00 6,048.00 187.00 3,366.00 180.00 3,240.00 170.00 3,060.00 Type 1 129 80900EA688 Raised Pavement Marker- 3.00 EA 504.00 1,512.00 350.00 1,050.00 407.00 1,221.00 375.00 1,125.00 Type 2 130 8210006890 Permanent Signing 1.00 LS 8,000.00 8,000.00 5,000.00 5,000.00 5,300.00 5,300.00 23,000.00 23,000.00 131 8200900000 Illumination System 1.00LS 235,000.00 235,000.00 210,100.00 210,100.00 221,000.00 221,000.00 207,000.00 207,000.00 133 1100020001 Traffic Control 1.00 LS 180,000.00 180,000.00 187,000.00 187,000.00 290,000.00 290,000.00 150,000.00 150,000.00 134 8200000070 City Interconnect System 1.00 LS 28,000.00 28,000.00 19,800.00 19,800.00 16,000.00 16,000.00 20,000.00 20,000.00 137 7050000072 Locking Solid Metal Cover 16.00 EA 300.00 4,800.00 500.00 8,000.00 500.00 8,000.00 275.00 4,400.00 And Frame For Catch Basin 138 7090000051 Select Imported Trench 1,540.00 TON 40.00 61,600.00 10.00 15,400.00 16.00 24,640.00 7.75 11,935.00 Backfill 139 2090007006 Structural Excavation Class 2,512.000Y 20.00 50,240.00 1.50 3,768.00 23.00 57,776.00 14.00 35,168.00 Inc.Haul 140 7010007014 Gravel Backfill for Drains 10.00 CY 60.00 600.00 50.00 500.00 53.00 530.00 32.00 320.00 Run By: Rob Lochmiller Generated by a SharpeSoft Product 410 0 • • • • 2/27/2008 City of Renton -Transportation Page 12 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: Tuesday February 26;2008 2:30 PM Engineer's Northwest Cascade,Inc. °"Marshbank Construction,Inc. Goodfellow Bros.;Inc. 'Engineer:, James P.1Nilhoit ', Estimate • PO Box 73399' ' PO Boz 97 3304 Old Hartford Rd 22035 SE Wax Road Suite 14 • ' _ Puyallup,WA 00009-8373 Lake Stevens,WA.98258''" Maple Valley,WA 00009-8038 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 142 8130007045 Monument Case and Cover 2.00EA 400.00 800.00 205.00 410.00 500.00 1,000.00 600.00 1,200.00 143 8140007055 Cement Conc.Sidewalk 1,115.00SY 42.00 46,830.00 29.00 32,335.00 28.50 31,777.50 33.00 36,795.00 144 8140067058 Cement Conc.Sidewalk 6.00 EA 1,680.00 10,080.00 745.00 4,470.00 900.00 5,400.00 950.00 5,700.00 Ramp Type 2A 145 8140000020 Cement Conc.Sidewalk 2.00EA 1,620.00 3,240.00 850.00 1,700.00 700.00 1,400.00 600.00 1,200.00 Ramp Type 4A 146 8060000010 Cement Concrete Driveway 155.00 SY 48.00 7,440.00 32.00 4,960.00 38.00 5,890.00 38.00 5,890.00 Entrance Type 1 147 8120007087 Coated Chain Link Fence 1,340.00LF 35.00 46,900.00 16.00 21,440.00 15.00 20,100.00 14.00 18,760.00 Type 3 148 8120007089 Coated Chain Link Fence 885.00 LF 50.00 44,250.00 18.00 15,930.00 18.00 15,930.00 17.00 15,045.00 Type 6 149 8120007106 Double 20 Ft.Coated Chain 2.00 EA 1,500.00 3,000.00 1,045.00 2,090.00 1,030.00 2,060.00 1,000.00 2,000.00 Link Gate 150 8240007100 Rock Retaining Wall 160.00TON 105.00 16,800.00 130.00 20,800.00 26.00 4,160.00 120.00 19,200.00 153 8180030001 Type A Locking Mailbox 5.00EA 420.00 2,100.00 450.00 2,250.00 375.00 1,875.00 350.00 1,750.00 155 8180030003 Type C Locking Mailbox 1.00EA 1,000.00 1,000.00 1,765.00 1,765.00 1,600.00 1,600.00 575.00 575.00 156 1040001319 Minor Change 1.00 CALC 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 157 1070007736 SPCC Plan 1.00LS 1,000.00 1,000.00 1,000.00 1,000.00 1,400.00 1,400.00 2,500.00 2,500.00 159 1050000001 Contractor Supplied 1.00 LS 60,000.00 60,000.00 31,900.00 31,900.00 43,500.00 43,500.00 97,500.00 97,500.00 Surveying 160 8130000006 Resetting Existing Monument 1.00 EA 250.00 250.00 250.00 250.00 500.00 500.00 600.00 600.00 163 1071700003 Resolution of Utility Confli 1.00 EST 15,000.00 15,000.00 15,000.00 15,000.00 15,000.00 15,000.00 15,000.00 15,000.00 164 8300000030 6'Wood Fence 95.00LF 30.00 2,850.00 25.00 2,375.00 24.50 2,327.50 23.00 2,185.00 165 4020000015 Gravel Backfill For 10.000Y 60.00 600.00 150.00 1,500.00 61.00 610.00 30.00 300.00 Foundations 166 7050000055 Connect Structure to Existin 1.00 EA 500.00 500.00 800.00 800.00 1,800.00 1,800.00 3,500.00 3,500.00 Pipe Run By: Rob Lochmiller ', Generated by a SharpeSoft Product 2/27/2008 City of Renton -Transportation Page 13 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Dates':'" Tuesday February 26,2008 2:30 PM `' Engineer's "",:;::..: Northwest Cascade;Inc. Marshbank Construction,Inc. ..; Goodfellow Bros.;Inc., 'Engineer: James P.W ilhoitEstimate "- . 'PO-Box 73399•`?=' PO"Box 97 3304 Old Hartford Rd. :. ,'22035 SE Wax Road Suite 14 Puyallup,WA'00009-8373 " . Lake Stevens,WA 98258-'r:1:1 Maple Valley;WA 00009.8038 • ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 167 8140001000 Sidewalk Thickened Edge 65.00SY 48.00 3,120.00 29.00 1,885.00 88.00 5,720.00 35.00 2,275.00 168 5040745725 HMA Driveway 2,345.00 SY 18.00 42,210.00 16.50 38,692.50 16.00 37,520.00 17.00 39,865.00 171 2090000001 Trench Excavation Safety 1.00 LS 34,000.00 34,000.00 1,000.00 1,000.00 9,000.00 9,000.00 20,000.00 20,000.00 Systems 172 1040011001 Finish and Cleanup 1.00 LS 15,000.00 15,000.00 50,000.00 50,000.00 9,000.00 9,000.00 25,000.00 25,000.00 173 1071700002 Utility Potholing 1.00 EST 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 174 5050005630 Cement Concrete Pavement- 790.00 SY 60.00 47,400.00 38.50 30,415.00 62.00 48,980.00 450.00 355,500.00 Pond Access Road _ 176 8010006402 SWPPP 1.00LS 30,000.00 30,000.00 1,000.00 1,000.00 10,000.00 10,000.00 90,000.00 90,000.00 Sub-Total: 5,742,092.00 5,470,787.00 5,324,055.70 5,605,708.45 Group: C RENTON UTILITY UNDERGROUND 001 1090000001 Mobilization 1.00LS 50,000.00 50,000.00 1,000.00 1,000.00 40,000.00 40,000.00 17,000.00 17,000.00 138 7090000051 Select Imported Trench 1,650.00 TON 40.00 66,000.00 10.00 16,500.00 16.00 26,400.00 7.75 12,787.50 Backfill _ 171 2090000001 Trench Excavation Safety 1.00 LS 44,000.00 44,000.00 1,000.00 1,000.00 3,000.00 3,000.00 5,000.00 5,000.00 Systems 177 9010000001 Joint Utility Trench 3,110.00 LF 75.00 233,250.00 14.00 43,540.00 37.00 115,070.00 33.00 102,630.00 178 9010000002 Laterial Trench 920.00 LF 45.00 41,400.00 15.00 13,800.00 33.00 30,360.00 35.00 32,200.00 179 9010000003 Concrete Class 2500 For 3.00 CY 150.00 450.00 210.00 630.00: 315.00 945.00 180.00 540.00 Encased Bends 180 9010001001 Install Utility Vault/Handho 5.00EA 200.00 1,000.00 190.00 950.00 1,000.00 5,000.00 150.00 750.00 Comcast Type 1730 181 9010001002 Install Utility Vault/Handho 2.00 EA 100.00 200.00 650.00 1,300.00 1,000.00 2,000.00 150.00 300.00 Comcast Type 910 _ 182 9010001003 Install Utility Vault/Handho 1.00 EA 200.00 200.00 220.00 220.00 1,000.00 1,000.00 300.00 300.00 Comcast Type 2 Junciont Box _ 183 9010001004 Install Utility Vault/Handho 1.00EA 1,900.00 1,900.00 310.00 310.00 1,000.00 1,000.00 375.00 375.00 Run By: Rob Lochmiller Generated byaSharpeSoRProduct III III . , , 2/27/200• • 0 ' • 14 of 57 City of Renton -Transportation 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: ' Tuesday February 26,2008 '2:30 PM . • Engineer's,. `" Northwest'Cascade;Inc '-:;-;MarshbankConstiruction;"Ina. Goodfellow.Bros.,Inc. .; Engineer:, "James.P:"Wilhoit. "'Estimate ." `:POBox 73399 ' '''"' '.'`"'PO Box 97 3304 Old Hartford Rd 22035 SE Wax Road Suite 14 " ' Puyallup,WA 00009-8373 :'Lake'Stevens;WA 98258 -Maple Valley,WA;00009.8038 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL Comcast Type 25-TA 184 9010001005 Install Utility Vault/Handho 1.00 EA 2,200.00 2,200.00 350.00 350.00 1,000.00 1,000.00 400.00 400.00 Comcast Type 253-TA 185 9010002001 Install Utility Vault/Handho 4.00 EA 2,000.00 8,000.00 350.00 1,400.00 1,000.00 4,000.00 375.00 1,500.00 PSE Type 3642 186 9010002002 Install Utility Vault/Handho 2.00 EA 3,000.00 6,000.00 350.00 700.00 1,500.00 3,000.00 625.00 1,250.00 PSE Type 575 187 9010002003 Install Utility Vault/Handho 1.00 EA 5,000.00 5,000.00; 915.00 915.00 1,500.00 1,500.00 1,000.00 1,000.00 PSE Type 5106 188 9010002004 Install Utility Vault/Handho 3.00 EA 200.00 600.00 190.00 570.00 1,500.00 4,500.00 150.00 450.00 PSE Type 1324 189 9010003001 Install Utility Vault/Handho 1.00 EA 200.00 200.00 190.00 190.00 1,500.00 1,500.00 150.00 150.00 Qwest Type 1730 190 9010003002 Install Utility Vault/Handho 2.00 EA 100.00 200.00 660.00 1,320.00 1,000.00 2,000.00 150.00 300.00 Qwest Type 910 191 9010003003 Install Utility Vault/Handho 3.00 EA 2,500.00 7,500.00 480.00 1,440.00 1,500.00 4,500.00 550.00 1,650.00 Qwest 467-TA _ 193 9010003004 Install Utility Vault/Handho 1.00EA 1,900.00 1,900.00 310.00 310.00 1,500.00 1,500.00 350.00 350.00 Qwest Type 25-TA 194 9010003005 Install Pedestal Riser-Qwe 4.00 EA 150.00 600.00 410.00 1,640.00 300.00 1,200.00 150.00 600.00 :195 9010001501 Furnish And Install Conduit 925.00LF 3.00 2,775.00 1.80 1,665.00 2.15 1,988.75 4.00 3,700.00 3/4"Diam-Comcast 196 9010001502 Install Conduit Pipe 2 Inch 5,545.00 LF 2.50 13,862.50 2.00 11,090.00 3.25 18,021.25 3.75 20,793.75 Diam.-Comcast 197 9010001503 Install Conduit Pipe 4 Inch 3,935.00 LF 3.50 13,772.50 3.80 14,953.00 4.35 17,117.25 3.75 14,756.25 Diam.-Comcast 198 9010002501 Install Conduit Pipe 2 Inch 2,590.00 LF 2.50 6,475.00 2.20 5,698.00 3.25 8,417.50 3.75 9,712.50 Diam.-PSE •199 9010002502 Install Conduit Pipe 3 Inch 1,495.00LF 3.00 4,485.00 3.00 4,485.00 3.80 5,681.00 3.75 5,606.25 Run By: Rob Lochmiller * Generated by a sharpeso/t Product 2/272008 City of Renton -Transportation Page 15 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: . Tuesday February 26,2008 2:30 PM - - ,Engineer's Northwest Cascade,Inc:' :'Marshbank-Construction,Inc. , Goodfellow Bros.,Inc. Engineer: . James P.Wilhoit ., Estimate , PO Box 73399 .:,:. PO Box 97 3304 Old Hartford Rd i'::22035 SE Wax Road Suite 14 Puyallup,WA 00009-8373'i-' '.Lake Stevens,WA 98258 ' ,Maple Valley,WA'00009-8038., ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL - Diam.-PSE 200 9010002503 Install Conduit Pipe 4 Inch 4,020.00 LF 3.50 14,070.00 4.50 18,090.00 4.35 17,487.00 3.75 15,075.00 Diam.-PSE 201 9010002504 Install Conduit Pipe 6 Inch 4,340.00 LF 4.00 17,360.00 4.00 17,360.00 5.40 23,436.00 3.75 16,275.00 Diam.-PSE 202 9010003501 Furnish And Install Conduit 745.00 LF 6.00 4,470.00 2.40 1,788.00 2.15 1,601.75 4.00 2,980.00 Pipe 1 Inch Diam.-Qwest 203 9010003502 Install Conduit Pipe 2 Inch 530.00LF 2.50 1,325.00 2.80 1,484.00 3.25 1,722.50 3.75 1,987.50 Diam.-Qwest 204 9010003503 Install Conduit Pipe 4 Inch 4,565.00 EA 3.50 15,977.50 3.80 17,347.00 4.35 19,857.75 3.75 17,118.75 Diam.-Qwest 205 9010000004 Electrical Service 1.00 LS 52,200.00 52,200.00 85,000.00 85,000.00 119,000.00 119,000.00 25,000.00 25,000.00 Connections TAX Sales Tax @8.9% 1.00 DOLL 55,762.90 55,762.90 23,767.01 23,767.01 43,058.71 43,058.71 27,815.84 27,815.84 Sub-Total: 673,135.40 290,812.01 526,864.46 340,353.34_ Group: D KING COUNTY UTILITY UNDERGROUND 001 1090000001 Mobilization 1.00LS 50,000.00 50,000.00 1,000.00 1,000.00 34,000.00 34,000.00 12,100.00 12,100.00 015 2020000708 Cold Mix 15.00 TON 50.00 750.00 82.00 1,230.00 190.00 2,850.00 200.00 3,000.00 138 7090000051 Select Imported Trench 1,000.00 TON 40.00 40,000.00 10.00 10,000.00 16.00 16,000.00 7.75 7,750.00 Backfill 171 2090000001 Trench Excavation Safety 1.00 LS 26,000.00 26,000.00 1,000.00 1,000.00 10,000.00 10,000.00 5,000.00 5,000.00 Systems 177 9010000001 Joint Utility Trench 1,895.00 LF 75.00 142,125.00 14.00 26,530.00 37.00 70,115.00 33.00 62,535.00 178 9010000002 Laterial Trench 495.00 LF 45.00 22,275.00 14.00 6,930.00 33.00 16,335.00 35.00 17,325.00 179 9010000003 Concrete Class 2500 For 11.00 CY 150.00 1,650.00 210.00 2,310.00 350.00 3,850.00 180.00 1,980.00 Encased Bends 180 9010001001 Install Utility VaulUHandho 6.00 EA 200.00 1,200.00 190.00 1,140.00 1,000.00 6,000.00 150.00 900.00 Comcast Type 1730 Run By: Rob Generated by a Sharp oft Product III II 2/27/20080 S . . City of Renton - ransportation Page 16 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: Tuesday February 26,2008 2:30 PM Engineer's Northwest Cascade,Inc. Marshbank Construction,Inc. Goodfellow Bros.,Inc. Engineer: James P.Wilhoit Estimate PO Box 73399 PO Box 97 3304 Old Hartford Rd 22035 SE Wax Road Suite 14 Puyallup,WA 00009-8373 Lake Stevens,WA 98258 Maple Valley,WA 00009-8038 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 186 9010002002 Install Utility Vault/Handho 4.00EA 3,000.00 12,000.00 525.00 2,100.00 1,000.00 4,000.00 625.00 2,500.00 PSE Type 575 187 9010002003 Install Utility Vault/Handho 2.00 EA 5,000.00 10,000.00 910.00 1,820.00 1,000.00 2,000.00 1,000.00 2,000.00 PSE Type 5106 188 9010002004 Install Utility Vault/Handho 1.00 EA 200.00 200.00 250.00 250.00 1,000.00 1,000.00 150.00 150.00 PSE Type 1324 189 9010003001 Install Utility Vault/Handho 1.00 EA 200.00 200.00 250.00 250.00 1,000.00 1,000.00 150.00 150.00 Qwest Type 1730 191 9010003003 Install Utility Vault/Handho 1.00 EA 2,500.00 2,500.00 470.00 470.00 1,000.00 1,000.00 550.00 550.00 Qwest 467-TA 192 9010003007 Install Utility Vault/Handho 1.00 EA 3,000.00 3,000.00 550.00 550.00 1,000.00 1,000.00 950.00 950.00 Qwest Type 4686-TA 194 9010003005 Install Pedestal Riser-Qwe 2.00 EA 150.00 300.00 410.00 820.00 1,000.00 2,000.00 150.00 300.00 195 9010001501 Furnish And Install Conduit 50.00 LF 3.00 150.00 1.60 80.00 2.15 107.50 4.25 212.50 3/4"Diam-Comcast 196 9010001502 Install Conduit Pipe 2 Inch 2,290.00 LF 2.50 5,725.00 2.20 5,038.00 3.25 7,442.50 3.75 8,587.50 Diam.-Comcast 197 9010001503 Install Conduit Pipe 4 Inch 1,780.00 LF 3.50 6,230.00 3.85 6,853.00 4.35 7,743.00 3.75 6,675.00 Diam.-Comcast 198 9010002501 Install Conduit Pipe 2 Inch 525.00LF 2.50 1,312.50 2.50 1,312.50 3.25 1,706.25 3.75 1,968.75 Diam.-PSE 199 9010002502 Install Conduit Pipe 3 Inch 225.00 LF 3.00 675.00 4.80 1,080.00 3.80 855.00 3.75 843.75 Diam.-PSE 200 9010002503 Install Conduit Pipe 4 Inch 3,340.00LF 3.50 11,690.00 3.70 12,358.00 4.35 14,529.00 3.75 12,525.00 Diam.-PSE 201 9010002504 Install Conduit Pipe 6 Inch 3,240.00 LF 4.00 12,960.00 4.00 12,960.00 5.40 17,496.00 3.75 12,150.00 Diam.-PSE 202 9010003501 Furnish And Install Conduit 50.00 LF 6.00 300.00 10.00 500.00 2.15 107.50 4.25 212.50 Pipe 1 Inch Diam.-Qwest Run By: Rob Lochmiller Generated by a SharpeSoft Product 2/27/2008 City of Renton - Transportation Page 17 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: Tuesday February 26,'2008 2:30 PM Engineer's Northwest Cascade,Inc. Marshbank Construction,Inc: ' .Goodfellow Bros.,Inc. Engineer: James P.Wilhoit ...Estimate PO Box 73399 PO Box 973304 Old Hartford Rd:'^'.,,22035 SE Wax Road Suite 14 Puyallup,WA 00009-8373 , Lake Stevens,WA 98258 Maple Valley,WA'00009.8038 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 203 9010003502 Install Conduit Pipe 2 Inch 55.00 LF 2.50 137.50 7.00 385.00 3.25 178.75 3.75 206.25 Diam.-Qwest 204 9010003503 Install Conduit Pipe 4 Inch 6,690.00 EA 3.50 23,415.00 3.70 24,753.00 4.35 29,101.50 3.75 25,087.50 Diam.-Qwest 205 9010000004 Electrical Service 1.00 LS 7,800.00 7,800.00 20,900.00 20,900.00 21,700.00 21,700.00 25,000.00 25,000.00 Connections TAX Sales Tax @ 8.9% 1.00 DOLL 34,050.96 34,050.96 12,693.14 12,693.14 24,218.41 24,218.41 18,748.63 18,748.63 Sub-Total: 416,645.96 155,312.64 296,335.41 229,407.38 Group: E WATER MAIN EXTENSION 001 1090000001 Mobilization 1.00LS 50,000.00 50,000.00 1,000.00 1,000.00 34,000.00 34,000.00 14,500.00 14,500.00 015 2020000708 Cold Mix 10.00TON 50.00 500.00 82.00 820.00 190.00 1,900.00 200.00 2,000.00 047 Furnish&Install 12"CI 52 1,500.00LF 125.00 187,500.00 52.80 79,200.00 54.00 81,000.00 65.00 97,500.00 Water Pipe&Fittings W/Pol 048 Furnish&Install 8"CI 52 D 470.00 LF 90.00 42,300.00 52.00 24,440.00 42.00 19,740.00 55.00 25,850.00 Water Pipe&Fittings W/ Polyw 049 Furnish&Install 6"CI 52 D 87.00 LF 80.00 6,960.00 49.00 4,263.00 36.00 3,132.00 95.00 8,265.00 Water Pipe&Fittings W/ Polyw 050 Furnish&Install 12 Inch Ga 9.00 EA 3,000.00 27,000.00 2,800.00 25,200.00 2,900.00 26,100.00 3,100.00 27,900.00 Valve Assembly 051 Furnsih&Install 8 Inch Gat 9.00 EA 1,500.00 13,500.00 1,250.00 11,250.00 1,300.00 11,700.00 1,700.00 15,300.00 Valve Assembly 052 Furnish&Install 6 Inch Gat 4.00 EA 1,000.00 4,000.00 950.00 3,800.00 1,000.00 4,000.00 1,300.00 5,200.00 Valve _ 053 Furnish&Install 6"Fire 7.00 EA 6,000.00 42,000.00 4,500.00 31,500.00 5,000.00 35,000.00 4,200.00 29,400.00 Hydrant Assembly 054 7090000018 Connection to Existing Water 10.00 EA 6,000.00 60,000.00 2,700.00 27,000.00 2,100.00 21,000.00 5,000.00 50,000.00 Main Run By: Rob Lochmiller Generated by aSharpeSottProduct • • 4110 2/27/2008• e 18 of 57 11:08 am City of Renton _ ransportatlon Pag Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid.Date:':•.Tuesda February 26,2008 2:30 PM ''i Engineer's. Northwest Cascade;Inc. .''Marshbank Construction,Inc. . Goodfellow Bros.,Inc. Engineer:.' James P Wilhoit Estimate ' - PO Box 73399`'" '::'' PO Boz 973304 Old Hartford Rd.:-<'::22035 SE Wax Road Suite 14 „ : -Puyallup WA 00009-8373 Lake Stevens,WA,98258' Maple Valley,WA 00009.8038. • cyan ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 055 3/4 Inch Water Service And 18.00 EA 6,500.00 117,000.00 350.00 6,300.00 1,100.00 19,800.00 1,400.00 25,200.00 Connection To Existing Water Main 056 3/4 Inch Water Service And 15.00 EA 3,000.00 45,000.00 400.00 6,000.00 800.00 12,000.00 1,400.00 21,000.00 Connection To New Water Main 057 Vertical Adjustment 20.00 EA 3,000.00 60,000.00 1,600.00 32,000.00 1,800.00 36,000.00 1,300.00 26,000.00 Assembly For Water Main(8" &12") 058 7090000016 Concrete for Thrust Blocking 30.000Y 300.00 9,000.00 189.00 5,670.00 400.00 12,000.00 350.00 10,500.00 and For Dead Man Blocking 138 7090000051 Select Imported Trench 1,500.00 TON 40.00 60,000.00 10.00 15,000.00 23.00 34,500.00 7.75 11,625.00 Backfill 171 2090000001 Trench Excavation Safety 1.00LS 26,000.00 26,000.00 1,000.00 1,000.00 10,000.00 10,000.00 10,000.00 10,000.00 Systems TAX Sales Tax @ 8.9% 1.00 DOLL 66,817.64 66,817.64 24,425.43 24,425.43 32,206.61 32,206.61 33,841.36 33,841.36 Sub-Total: 817,577.64 298,868.43 394,078.61 414,081.36 Group: F SANITARY SEWER EXTENSION 001 1090000001 Mobilization 1.00LS 50,000.00 50,000.00 1,000.00 1,000.00 10,000.00 10,000.00 2,100.00 2,100.00 015 2020000708 Cold Mix 10.00 TON 50.00 500.00 82.00 820.00 190.00 1,900.00 200.00 2,000.00 040 7170000022 Television Inspection of 743.00 LF 2.00 1,486.00 2.00 1,486.00 3.00 2,229.00 3.00 2,229.00 Sanitary Sewers 041 Furnsih And Install 6 Inch 159.00 LF 65.00 10,335.00 46.00 7,314.00 52.00 8,268.00 125.00 19,875.00 PVC Side Sewer Pipe 042 Furnish And Install 8 Inch 692.00 LF 75.00 51,900.00 49.00 33,908.00 40.00 27,680.00 43.00 29,756.00 PVC Sewer Pipe 042.1 Furnsih And Install 10 Inch 51.00 LF 90.00 4,590.00 45.00 2,295.00 45.00 2,295.00 45.00 2,295.00 PVC Sewer Pipe 043 Furnish And Install 54 Inch 3.00 EA 3,500.00 10,500.00 2,500.00 7,500.00 3,700.00 11,100.00 3,200.00 9,600.00 Run By: Rob Lochmiller Generated by a SharpeSoft Product 2/27/2008 City of Renton - Transportation Page 19 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: Tuesday February 26,2008 2:30 PM Engineer's '_- Northwest Cascade,Inc.' Marshbank Construction,'Inc. Goodfellow Bros.,Inc. Engineer: James P.Wilhoit. , Estimate '" - O PBox 73399 PO Box"97 3304 Old Hartford Rd 22035 SE Wax Road.Suite 14" Puyallup,WA 00009-8373 Lake Stevens,WA 98258 - -Maple_Valley,WA 00009.8038. i ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 1 Diam Diam.Shallow Manhole 1 Type _ 044 Furnish And Install 48"Diam 4.00 EA 3,500.00 14,000.00 2,400.00 9,600.00 4,500.00 18,000.00 3,800.00 15,200.00 Sanitary Sewer Manhole Type B 045 Connect New Sewer To 1.00 EA 1,000.00 1,000.00 1,000.00 1,000.00 1,000.00 1,000.00 8,000.00 8,000.00 1 Existing Sewer Facility 138 7090000051 Select Imported Trench 800.00 TON 40.00 32,000.00 10.00 8,000.00 19.00 15,200.00 7.75 6,200.00 Backfill 152 Abandoned Existing Manhole 1.00EA 1,000.00 1,000.00 1,000.00 1,000.00 800.00 800.00 750.00 750.00 171 2090000001 Trench Excavation Safety 1.00LS 14,000.00 14,000.00 1,000.00 1,000.00 3,000.00 3,000.00 7,500.00 7,500.00 Systems TAX Sales Tax @ 8.9% 1.00 DOLL 17,026.68 17,026.68 6,668.15 6,668.15 9,031.01 9,031.01 9,389.95 9,389.95 Sub-Total: 208,337.68 81,591.15 110,503.01 114,894.95 Grand Total: 12,373,699.93 10,081,569.23 10,162,274.14 10,388,221.58 Total Bid: 12,373,699.93 10,080,569.21 10,162,219.14 10,389,171.57 Calc/Entered Bid Diff.: 1,000.02 55.00 949.99 Difference from Low Vendor: 80,704.91 306,652.35 Total Subcontractors: Run By: Rob Lochmiller "� j Generated bya SharpeSoft Product III • NI, 0 • • . • . 2/27/2008 City of Renton - Transportation Page 20 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: Tuesday February 26,2008 2:30 PM Engineer's Gary Merlino Construction Co. R.W.Scott Construction,Co.,Inc. Nid-Mountain Contractors,Inc I Engineer: James P:Wilhoit Estimate 9125 10th Ave.S ' 4005 West Valley Hwy N Suite A :,. PO Box 2909 Seattle,WA 00009-8108 Auburn,WA 00009-8001' '_Kirkland,WA 000098083 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL Group: A RENTON ROADWAY 001 1090000001 Mobilization 1.00 LS 350,000.00 350,000.00 342,000.00 342,000.00 662,693.00 662,693.00 200,000.00 200,000.00 001.1 9880557501 Furnish And Setup 1.00 LS 50,000.00 50,000.00 10,000.00 10,000.00 15,000.00 15,000.00 65,000.00 65,000.00 Temporary Office Building For Engineer 002 2010000025 Clearing and Grubbing 2.00 ACRE 4,300.00 8,600.00 10,000.00 20,000.00 28,000.00 56,000.00 15,000.00 30,000.00 003 2020500005 Removing Drainage Structure 31.00 EA 350.00 10,850.00 500.00 15,500.00 250.00 7,750.00 250.00 7,750.00 004 2020500001 Removal Of Structure And 1.00 LS 2,000.00 2,000.00 5,000.00 5,000.00 35,000.00 35,000.00 20,000.00 20,000.00 Obstruction _ 005 2020000700 Removing Cement Concret 185.00SY 15.00 2,775.00 26.00 4,810.00 10.00 1,850.00 10.00 1,850.00 Pavement _ 006 2020000701 Removing Cement Concrete 1,260.00 SY 8.00 10,080.00 10.00 12,600.00 7.00 8,820.00 8.00 10,080.00 Sidewalk 007 2020000702 Removing Cement Concrete 1,985.00LF 5.00 9,925.00 6.00 11,910.00 3.00 5,955.00 7.00 13,895.00 Curb And Gutter 008 2020000703 Removing Asphalt Concrete 16,205.00 SY 3.00 48,615.00 4.00 64,820.00 3.00 48,615.00 9.00 145,845.00 Pavement 009 2020000704 Removing Asphalt Concrete 500.00 SY 20.00 10,000.00 10.00 5,000.00 5.00 2,500.00 6.00 3,000.00 Sidewalk _ 012 2020000705 Removing Storm Sewer Pipe 1,942.00 LF 10.00 19,420.00 10.00 19,420.00 10.00 19,420.00 8.00 15,536.00 013 2020000706 Removing Culvert 325.00 LF 8.00 2,600.00 20.00 6,500.00 10.00 3,250.00 10.00 3,250.00 014 2020000707 Removing Fence 1,265.00LF 2.00 2,530.00 3.00 3,795.00 3.00 3,795.00 2.00 2,530.00 015 2020000708 Cold Mix 20.00TON 50.00 1,000.00 180.00 3,600.00 150.00 3,000.00 110.00 2,200.00 016 2030000310 Roadway Excavation Incl. 6,400.000Y 15.00 96,000.00 20.00 128,000.00 16.00, 102,400.00 20.00 128,000.00 Haul _ 017 2030000350 Unsuitable Foundation 900.000Y 25.00 22,500.00 20.00 18,000.00 19.00 17,100.00 32.00 28,800.00 Excavation Including Haul 018 2030005001 Gravel Borrow Incl.Haul 900.00 TON 30.00 27,000.00 20.00 18,000.00 16.00 14,400.00 20.00 18,000.00 Run By: Rob Lochmiller , Generated by SharpeSott Product 2/27/2008 City of Renton - Transportation Page 21 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date:, Tuesday February 26,2008 ' 2:30 PM - " Engineer's' Gary Merlino Construction Co.- R.W.Scott ConstructionECo;;Inc., , Mid-Mountain Contractors,Inc. Engineer: James P.Wilhoit Estimate ' 9125:10th Ave.S--/ :,' 4005 West Valley Hwy.N Suite A PO Box 2909 - Seattle;WA 00009-8]08'':.''` Auburn;WA 00009.8001 : 1 ^ ''' Kirkland,WA00009-8083 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 020 7050001046 Concrete Inlet With Std. 5.00EA 1,000.00 5,000.00 1,200.00 6,000.00 700.00 3,500.00 1,200.00 6,000.00 Grate _ 026 7040003406 Class IV Reinf.Conc.Storm 150.00 LF 30.00 4,500.00 50.00 7,500.00 45.00 6,750.00 60.00 9,000.00 Sewer Pipe, 12 Inch 029 7050003091 Catch Basin Type 1 35.00 EA 1,100.00 38,500.00 1,200.00 42,000.00 850.00 29,750.00 1,300.00 45,500.00 030 7050003105 Catch Basin Type 2,48 In. 30.00 EA 2,500.00 75,000.00 2,400.00 72,000.00 3,400.00 102,000.00 2,800.00 84,000.00 Dia. 031 7050003106 Catch Basin Type 2,54 In. 2.00 EA 4,200.00 8,400.00 2,800.00 5,600.00 4,800.00 9,600.00 3,500.00 7,000.00 Dia. 033 7050005201 Catch Basin Type 2,54 In. 1.00 EA 5,000.00 5,000.00 6,000.00 6,000.00 5,000.00 5,000.00 4,800.00 4,800.00 Dia.With Bypass Structure 034 7040003602 Corrugated Polyethylene 3,238.00LF 50.00 161,900.00 40.00 129,520.00 40.00 129,520.00 42.00 135,996.00 Storm Sewer Pipe-12"dia. 035 7040003607 Corrugated Polyethylene 993.00 LF 60.00 59,580.00 60.00 59,580.00 55.00 54,615.00 55.00 54,615.00 Storm Sewer Pipe-18"dia. 036 7040003608 Corrugated Polyethylene 806.00LF 70.00 56,420.00 100.00 80,600.00 66.00 53,196.00 75.00 60,450.00 Storm Sewer Pipe-24"dia. 037 7040100001 Ductile Iron Sewer Pipe 8 In 317.00LF 43.00 13,631.00 70.00 22,190.00 50.00 15,850.00 85.00 26,945.00 Diam. 046 7140003848 Resetting Existing Hydrants 3.00 EA 2,500.00 7,500.00 4,000.00 12,000.00 4,000.00 12,000.00 3,000.00 9,000.00 082 4040005120 Crushed Surfacing Top 5,905.00TON 30.00 177,150.00 28.00 165,340.00 18.00 106,290.00 32.00 188,960.00 Course 083 5040000001 Planing Bituminous 310.00SY 10.00 3,100.00 12.00 3,720.00 10.00 3,100.00 12.00 3,720.00 Pavement _ 084 5040000114 HMA Cl. 1/2 In.PG 64-22 3,830.00 TON 80.00 306,400.00 72.00 275,760.00 75.00 287,250.00 80.00 306,400.00 085 5040000115 HMA Class 1 In.PG 64-22 4,213.00TON 70.00 294,910.00 68.00 286,484.00 70.00 294,910.00 75.00 315,975.00 085.1 5040000118 Asphalt Cost Price 1.00 CALC 8,000.00 8,000.00 8,000.00 8,000.00 8,000.00 8,000.00 8,000.00 8,000.00 Adjustment 085.2 5040000116 Job Mix Compliance Price 1.00 CALC 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 Run By: Rob Lochmiller 4 Generated by SharpeSoft Product • • • . . . 2/27/2008 City of Renton -Transportation Page 22 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: Tuesday, February 26,2008 :::?:30 PM Engineer's ' Gary'Merlino Construction Co. R.W.Scott Construction Co.;Inc.. Mid-Mountain Contractors,Inc..;' Engineer:, James P:Wilhoit- - ... - Estimate 9125'10th Ave:S' .•:.:': 4005..West Valley Hwy N Suite A-, .-:PO Box 29091;. :"'.;• Seattle,WA400009-8108: : Auburn;WA'00009-8001 ..t Kirkland,WA 00009.8083"'' " ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL Adjustment ' 085.3 5040000117 Compaction Price Adjustment 1.00 CALC 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 086 8030000003 Irrigation System 1.00 LS 27,000.00 27,000.00 40,000.00 40,000.00 52,800.00 52,800.00 65,000.00 65,000.00 087 8010000003 Silt Fence 2,390.00LF 5.00 11,950.00 6.00 14,340.00 5.00 11,950.00 8.00 19,120.00 088 8020006405 Topsoil Type A 300.00 CY 40.00 12,000.00 40.00 12,000.00 38.00 11,400.00 40.00 12,000.00 089 8020000133 Seeding.Fertilizing and 35.00 SY 0.45 15.75 17.00 595.00 10.00 350.00 10.00 350.00 Mulching 090 8010006490 Erosion/Water Pollution 1.00 EST 8,333.00 8,333.00 8,333.00 8,333.00 8,333.00 8,333.00 8,333.00 8,333.00 Control j 091 8086096600 PSIPE Patmore Green Ash, 15.00 EA 275.00 4,125.001, 350.00 5,250.00 330.00 4,950.00 300.00 4,500.00 2-1/2"Caliber 4 096 8086026600 PSIPE Lavender,20-24"HT. 54.00 EA 35.00 1,890.00. 30.00 1,620.00 33.00 1,782.00 42.00 2,268.00 097 8086226400 PSIPE Sageleaf Rockrose, 155.00 EA 20.00 3,100.00, 40.00 6,200.00 22.00 3,410.00 15.00 2,325.00 10-12"HT. 098 8085897000 PSIPE Compact Japanese 231.00 EA 25.00 5,775.00 40.00 9,240.00 22.00 5,082.00 22.00 5,082.00 Holy.15-18"HT 1 099 8086000000 PSIPE Gulftide Osmanthus, 114.00 EA 35.00 3,990.00 40.00 4,560.00 22.00 2,508.00 30.00 3,420.00 18"-20"HT 100 8086026650 PSIPE Laurustinus,20"-24" 88.00 EA 40.00 3,520.00 40.00 3,520.00 22.00 1,936.00 30.00 2,640.00 HT. 103 8085759553 PSIPE Kinnikinnick,4"Pot 600.00 EA 5.00 3,000.00 5.00 3,000.00 5.00 3,000.00 3.00 1,800.00 104 8085896560 PSIPE Ceanothus, 1 Gal. 151.00 EA 9.00 1,359.00 16.00 2,416.00 11.00 1,661.00 10.00 1,510.00 105 808586700 PSIPE Bramble,4"Pot 868.00 EA 5.00 4,340.00 4.50 3,906.00 5.00 4,340.00 3.00 2,604.00 106 8085999000 PSIPE Germander.1 Gal. 256.00 EA 9.00 2,304.00 12.00 3,072.00 11.00 2,816.00 12.00 3,072.00 116 8086137000 PSIPE Purple-Leaf 1,246.00 EA 5.00 6,230.00 4.50 5,607.00 5.00 6,230.00 3.00 3,738.00 Wintercreeper,4"Pot 117 8085985000 PSIPE Foxberry, 1 Gal. 716.00 EA 9.00 6,444.00 9.00 6,444.00 11.00 7,876.00 11.00 7,876.00 118 8020006560 Seeded Lawn Installation 95.00 SY 2.70 256.50 6.00 570.00 4.00 380.00 5.00 475.00 Run By: Rob Lochmiller 0 Generated by a SharpeSoft Product 2/27/2008 City of Renton - Transportation Page 23 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: Tuesday February 26,2008 2:30 PM Engineer's Gary Merlino Construction.Co.',,R.W.Scott Construction Co.,Inc. Mid-Mountain Contractors,Inc.:"" .Engineer: James P:Wilhoit Estimate 9125 10th Ave.S' : 4005 West Valley Hwy N Suite A , - ' " PO Boz 2909 Seattle,WA 00009-8108 Auburn,WA,00009-8001' Kirkland;;WA 00009.8083:, ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 119 8020006581 Bark Mulch 30.000Y 30.00 900.00 40.00 1,200.00 40.00 1,200.00 52.00 1,560.00 120 8020000013 Root Barrier-12"Depth 300.00 LF 9.00 2,700.00 8.00 2,400.00 6.00 1,800.00 7.00 2,100.00 121 8040000001 Cement Concrete Traffic 4,690.00 LF 18.00 84,420.00 24.00 112,560.00 11.00 51,590.00 20.00 93,800.00 Curb And Gutter 123 8220006817 Painted Wide Line 3,955.00 LF 0.60 2,373.00 0.40 1,582.00 0.30 1,186.50 0.20 791.00 124 8220006833 Plastic Traffic Arrow 30.00 EA 84.00 2,520.00 90.00 2,700.00 75.00 2,250.00 75.00 2,250.00 125 8220006857 Plastic Crosswalk Line 215.00 SF 6.00 1,290.00 6.00 1,290.00 3.00 645.00 3.00 645.00 126 8220006859 Plastic Stop Line 280.00LF 14.40 4,032.00 6.00 1,680.00 4.00 1,120.00 4.00 1,120.00 127 8220006866 Painted Bicycle Lane Symbol 24.00 EA 60.00 1,440.00 60.00 1,440.00 55.00 1,320.00 60.00 1,440.00 128 8090006882 Raised Pavement Marker, 34.00 HUND 336.00 11,424.00 190.00 6,460.00 190.00 6,460.00 200.00 6,800.00 Type 1 _ _ 129 8090006884 Raised Pavement Markers 5.00 HUND 504.00 2,520.00 400.00 2,000.00 340.00 1,700.00 370.00 1,850.00 Type 2 130 8210006890 Permanent Signing 1.00 LS 16,000.00 16,000.00 5,000.00 5,000.00 7,500.00 7,500.00 780.00 780.00 131 8200900000 Illumination System 1.00 LS 329,000.00 329,000.00 230,000.00 230,000.00 275,000.00 275,000.00 225,000.00 225,000.00 132 8200006912 Traffic Signal System 1.00 LS 150,000.00 150,000.00 175,000.00 175,000.00 165,000.00 165,000.00 175,000.00 175,000.00 133 1100020001 Traffic Control 1.00 LS 820,000.00 820,000.00 50,000.00 50,000.00 230,000.00 230,000.00 325,000.00 325,000.00 134 8200000070 City Interconnect System 1.00 LS 42,000.00 42,000.00 20,000.00 20,000.00 27,500.00 27,500.00 22,000.00 22,000.00 135 7050000013 Adjust Existing Manhole 18.00 EA 400.00 7,200.00 500.00 9,000.00 500.00 9,000.00 335.00 6,030.00 136 7050000012 Adjust Existing Catch Basin 5.00EA 300.00 1,500.00 400.00 2,000.00 500.00 2,500.00 335.00 1,675.00 137 7050000072 Locking Solid Metal Cover 25.00 EA 300.00 7,500.00 500.00 12,500.00 250.00 6,250.00 480.00 12,000.00 And Frame For Catch Basin _ 138 7090000051 Select Imported Trench 2,300.00 TON 40.00 92,000.00 20.00 46,000.00 21.00 48,300.00 34.00 78,200.00 Backfill(Gravel Borrow) 139 2090007006 Structural Excavation Class 3,682.00 CY 20.00 73,640.00 5.00 18,410.00 16.00 58,912.00 20.00 73,640.00 Inc.Haul 141 7080007029 Plugging Existing Pipe 15.00 EA 150.00 2,250.00 400.00 6,000.00 250.00 3,750.00, 250.00 3,750.00 142 8130007045 Monument with Case and 2.00 EA 400.00 800.00 450.00 900.00 400.00 800.00 400.00 800.00 Run By: Rob Lochmiller Generated by aSharpeSortProduct III • • • • • 2/27/2008 City of Renton -Transportation Page 24 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: Tuesday February 26,2008 2:30 PM Engineer's Gary Merlino Construction Co. R.W.Scott Construction Co.,Inc. Mid-Mountain Contractors,Inc. Engineer: James P.Wilhoit Estimate 9125 10th Ave.S" - ' 4005 West Valley Hwy N Suite A PO'Box 2909 Seattle,WA 00009-8108 Auburn,WA-00009-8001.: : " Kirkland,WA 00009-8083 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL Cover 143 8140007055 Cement Conc.Sidewalk 2,780.00 SY 42.00 116,760.00 37.00 102,860.00 29.00 80,620.00 32.00 88,960.00 144 8140067058 Cement Conc.Sidewalk 18.00EA 1,680.00 30,240.00 1,200.00 21,600.00 1,350.00 24,300.00 1,200.00 21,600.00 Ramp Type 2A 145 8140000020 Cement Conc.Sidewalk 2.00 EA 1,620.00 3,240.00 1,200.00 2,400.00 1,350.00 2,700.00 1,350.00 2,700.00 Ramp Type 4A 146 8060000010 Cement Concrete Driveway 550.00 SY 48.00 26,400.00 75.00 41,250.00 41.00 22,550.00 55.00 30,250.00 Entrance Type 1 150 8240007100 Rock Retaining Wall 25.00 TON 105.00 2,625.00 120.00 3,000.00 100.00 2,500.00 120.00 3,000.00 151 7050000021 Area Inlet 2.00 EA 700.00 1,400.00 1,200.00 2,400.00 600.00 1,200.00 850.00 1,700.00 153 8180030001 Type A Locking Mailbox 7.00 EA 420.00 2,940.00 900.00 6,300.00 300.00 2,100.00 1,200.00 8,400.00 154 8180030002 Type B Locking Mailbox 3.00EA 445.00 1,335.00 2,500.00 7,500.00 2,500.00 7,500.00 1,250.00 3,750.00 155 8180030003 Type C Locking Mailbox 2.00 EA 1,000.00 2,000.00 500.00 1,000.00 400.00 800.00 1,500.00 3,000.00 156 1040001319 Minor Change 1.00 CALC 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 157 1070007736 SPCC Plan 1.00 LS 1,000.00 1,000.00 1,000.00 1,000.00 1,500.00 1,500.00 1,000.00 1,000.00 158 7050000059 Connection to Existing Catch 9.00 EA 600.00 5,400.00 500.00 4,500.00 500.00 4,500.00 1,250.00 11,250.00 Basin 159 1050000001 Contractor Supplied 1.00 LS 60,000.00 60,000.00 75,000.00 75,000.00 67,614.00 67,614.00 85,000.00 85,000.00 Surveying 160 8130000006 Resetting Existing Monument 3.00EA 250.00 750.00 450.00 1,350.00 400.00 1,200.00 300.00 900.00 161 7200000100 Stormwater Detention Vault 1.00 LS 335,000.00 335,000.00 650,000.00 650,000.00 438,986.00 438,986.00 650,000.00 650,000.00 162 7200000200 Storm Filter Vault 1.00 LS 48,000.00 48,000.00 60,000.00 60,000.00 54,000.00 54,000.00 75,000.00 75,000.00 163 1071700003 Resolution of Utility Confli 1.00 EST 15,000.00 15,000.00 15,000.00 15,000.00 15,000.00 15,000.00 15,000.00 15,000.00 164 8300000030 6'Wood Fence 70.00LF 30.00 2,100.00 28.00 1,960.00 21.00 1,470.00 20.00 1,400.00 166 7050000055 Connect Structure to Existin 4.00 EA 500.00 2,000.00 500.00 2,000.00 1,000.00 4,000.00 1,700.00 6,800.00 Pipe 167 8140001000 Sidewalk Thickened Edge 40.00 SY 48.00 1,920.00 70.00 2,800.00 50.00 2,000.00 60.00 2,400.00 168 5040745725 HMA Driveway 695.00SY 18.00 12,510.00 35.00 24,325.00 16.00 11,120.00 28.00 19,460.00 Run By: Rob Lochmiller Generated by a SharpeSoft Product 2/27/2008 City of Renton - Transportation Page 25 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: '.Tuesday February 26,2008 2:30 PM ' " Engineer's Gary Merlino Construction Co.,.R.W.Scott Construction Co.,„Inc. ;': Mid-Mountain Contractors,,Inc. ,Engineer:;,..James P:Wilhoit Estimate 912510th'Ave.S >;4005 West Valley HwyNSuiteA P0-Box 2909. Seattle;WA 00009-8108 '`Auburn,WA•00009-8001- Kirkland,WA 00009.8083 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 169 9880001118 Modular Block Wall 945.00SY 24.00 22,680.00 30.00 28,350.00 25.00 23,625.00 30.00 28,350.00 170 8060000004 Cement Concrete Driveway 85.00 SY 50.40 4,284.00 75.00 6,375.00 51.00 4,335.00 90.00 7,650.00 171 2090000001 Trench Excavation Safety 1.00 LS 56,000.00 56,000.00 10,000.00 10,000.00 20,000.00 20,000.00 20,000.00 20,000.00 Systems 172 1040011001 Finish and Cleanup 1.00 LS 15,000.00 15,000.00 5,000.00 5,000.00 20,000.00 20,000.00 15,000.00 15,000.00 173 1070017005 Utility Potholing 1.00 FA 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 175 708DUVAL100 Filling Pipe With CDF 1,315.00 LF 20.00 26,300.00 15.00 19,725.00 20.00 26,300.00 12.00 15,780.00 176 8010006402 SWPPP 1.00LS 30,000.00 30,000.00 5,000.00 5,000.00 45,793.00 45,793.00 1,250.00 1,250.00 Sub-Total: 4,515,911.25 3,841,739.00 4,080,179.50 4,295,041.00 Group: B KING COUNTY ROADWAY 001 1090000001 Mobilization 1.00 LS 450,000.00 450,000.00 550,000.00 550,000.00 797,288.00 797,288.00 250,000.00 250,000.00 001.1 9880557501 Furnish And Setup 1.00 LS 50,000.00 50,000.00 10,000.00 10,000.00 5,000.00 5,000.00 25,000.00 25,000.00 Temporary Office Building For Engineer 002 2010000025 Clearing and Grubbing 7.00 ACRE 4,300.00 30,100.00 10,000.00 70,000.00 12,000.00 84,000.00 15,000.00 105,000.00 003 2020500005 Removing Drainage Structure 4.00 EA 350.00 1,400.00 500.00 2,000.00 500.00 2,000.00 250.00 1,000.00 004 2020500001 Removal Of Structure And 1.00 LS 500.00 500.00 5,000.00 5,000.00 20,000.00 20,000.00 15,000.00 15,000.00 Obstruction 008 2020000703 Removing Asphalt Concrete 6,530.00 SY 3.00 19,590.00 4.00 26,120.00 4.00 26,120.00 9.00 58,770.00 Pavement 010 2020000800 Removing Guardrail 830.00 LF 5.00 4,150.00 5.00 4,150.00 12.00 9,960.00 6.00 4,980.00 011 2020000801 Removing Soldier Pile Shaft 1.00 EST 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 Obstructions 012 2020000705 Removing Storm Sewer Pipe 73.00 LF 10.00 730.00 10.00 730.00 10.00 730.00 25.00 1,825.00 013 2020000706 Removing Culvert 275.00 LF 8.00 2,200.00 20.00 5,500.00 10.00 2,750.00 11.00 3,025.00 014 2020000707 Removing Fence 315.00LF 2.00 630.00 3.00 945.00 3.00 945.00 10.00 3,150.00 015 2020000708 Cold Mix 20.00 TON 50.00 1,000.00 180.00 3,600.00 150.00 3,000.00 110.00 2,200.00 016 2030000310 Roadway Excavation Incl. 11,100.000Y 15.00 166,500.00 20.00 222,000.00 16.00 177,600.00 22.00 244,200.00 Run By: Rob Lochmiller Generated by a Sharpe ft Product • • • 0 • 2/27/2008 City of Renton -Transportation Page 26 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: Tuesday'February 26,2008 2:30 PMEngineer's Gary Merlino Construction Co. R.W.Scott'ConstructionCo:,Inc:;`"' Mid-Mountain Contractors,Inc. Engineer: James P.W ilhoit „ Estimate 9125 10th Ave:S ' . 4005 West Valley Hwy N'Suite'A';' `` PO Box 2909.. - Seattle,WA 00009-8108 Auburn,'WA 00009-8001''>' Kirkland,WA'00009-8083 , ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL Haul 017 2030000350 Unsuitable Foundation 1,700.000Y 25.00 42,500.00 20.00 34,000.00 19.00 32,300.00 32.00 54,400.00 Excavation Including Haul 018 4020000431 Gravel Borrow Incl.Haul 5,900.00 TON 30.00 177,000.00 20.00 118,000.00 16.00 94,400.00 20.00 118,000.00 019 2100001030 Ditch Excavation Incl.Haul 250.00 CY 45.00 11,250.00 20.00 5,000.00 30.00 7,500.00 38.00 9,500.00 020 7050001046 Concrete Inlet With Std. 1.00EA 1,000.00 1,000.00 1,200.00 1,200.00 700.00 700.00 1,200.00 1,200.00 Grate 021 8040000012 Cement Concrete Gutter 775.00 LF 32.00 24,800.00 40.00 31,000.00 40.00 31,000.00 21.00 16,275.00 022 8150001088 Quarry Spalls-8 Inch 430.00TON 50.00 21,500.00 45.00 19,350.00 35.00 15,050.00 45.00 19,350.00 023 8150001089 Quarry Spalls-12 Inch 30.00TON 50.00 1,500.00 45.00 1,350.00 100.00 3,000.00 46.00 1,380.00 024 7010001160 Underdrain Pipe 6"Diameter 290.00 LF 20.00 5,800.00 20.00 5,800.00 40.00 11,600.00 21.00 6,090.00 025 701000060 Underdrain Pipe 8"Diameter 620.00 LF 20.00 12,400.00 24.00 14,880.00 40.00 24,800.00 25.00 15,500.00 026 7040003406 Class IV Reinf.Conc.Storm 20.00 LF 30.00 600.00 50.00 1,000.00 50.00 1,000.00 55.00 1,100.00 Sewer Pipe, 12 Inch 027 8320000002 Pond Liner 5,333.00 SY 10.00 53,330.00 8.00 42,664.00 5.00 26,665.00 7.00 37,331.00 028 23000000320 Roadway Excavation Incl. 43,700.00 CY 15.00 655,500.00 17.00 742,900.00 10.00 437,000.00 18.00 786,600.00 Haul, Detention Pond 029 7050003091 Catch Basin Type 1 10.00EA 1,100.00 11,000.00 1,200.00 12,000.00 850.00 8,500.00 1,250.00 12,500.00 030 7050003105 Catch Basin Type 2,48 In. 30.00 EA 2,500.00 75,000.00 2,400.00 72,000.00 3,800.00 114,000.00 2,800.00 84,000.00 Dia. 031 7050003106 Catch Basin Type 2,54 In. 2.00 EA 4,200.00 8,400.00 2,800.00 5,600.00 5,000.00 10,000.00 3,500.00 7,000.00 Dia. 032 7050000045 Catch Basin Type 2,54 In. 1.00 EA 5,000.00 5,000.00 7,000.00 7,000.00 5,800.00 5,800.00 4,800.00 4,800.00 Diam.-Flow Control Struct. 034 7040003602 Corrugated Polyethylene 436.00 LF 50.00 21,800.00 40.00 17,440.00 40.00 17,440.00 45.00 19,620.00 Storm Sewer Pipe-12"dia. 035 7040003607 Corrugated Polyethylene 2,284.00 LF 60.00 137,040.00 60.00 137,040.00 65.00 148,460.00 55.00 125,620.00 Storm Sewer Pipe-18"dia. Run By: Rob Lochmiller ', Generated by SharpeSoft Product 2/27/2008 City of Renton - Transportation Page 27 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid.Date:' "'Tuesday February 26,2008 2:30 PM Engineer's Gary Merlino Construction Co. R.W.ScottConstruction Co.,Inc. :':Mid-Mountain Contractors;Inc._; Engineer: James P.Wilhoit' Estimate 9125 10th Ave.S. ... ; 4005 West Valley,Hwy N Suite A' " PO Box 2909 Seattle,WA.00009-8108 ''`"`: Auburn,WA 00009-8001 . Kirkland,WA 00009.8083'' -. ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 036 7040003608 Corrugated Polyethylene 503.00 LF 70.00 35,210.00'• 100.00 50,300.00 75.00 37,725.00 75.00 37,725.00 Storm Sewer Pipe-24"dia. , 037 7040100001 Ductile Iron Sewer Pipe 8 In 19.00 LF 43.00 817.00 70.00 1,330.00 50.00 950.00 85.00 1,615.00 Diam. 038 7190073640 Storm Sewer Cleanout 1.00 EA 1,700.00 1,700.00 800.00 800.00 1,000.00 1,000.00 500.00 500.00 039 7040000010 Debris Cage 3.00 EA 500.00 1,500.00 2,400.00 7,200.00 1,800.00 5,400.00 2,500.00 7,500.00 046 7140003848 Resetting Existing Hydrants 1.00 EA 2,500.00 2,500.00 4,000.00 4,000.00 4,000.00 4,000.00 3,100.00 3,100.00 059 7010500001 Gravel Backfill For Wall 40.00 CY 30.00 1,200.00 60.00 2,400.00 45.00 1,800.00 42.00 1,680.00 060 6050005000 Shaft-36 Inch Diamter 2,090.00 LF 120.00 250,800.00 77.00 160,930.00 49.00 102,410.00 55.00 114,950.00 061 6050006000 Furnishing Soldier Pile W14 415.00 LF 35.00 14,525.00 63.00 26,145.00 55.00 22,825.00 60.00 24,900.00 X 43 062 6050006001 Furnishing Soldier Pole W14 95.00 LF 55.00 5,225.00 500.00 47,500.00 504.00 47,880.00 550.00 52,250.00 X68 063 6050006002 Furnishing Soldier Pile W14 155.00LF 65.00 10,075.00 120.00 18,600.00 106.00 16,430.00 115.00 17,825.00 X 82 064 6050006003 Furnshing Soldier Pile W14 X 285.00 LF 90.00 25,650.00 150.00 42,750.00 140.00 39,900.00 135.00 38,475.00 109 065 6050006004 Furnsihing Soldier Pile W14 125.00LF 105.00 13,125.00 190.00 23,750.00 170.00 21,250.00 165.00 20,625.00 X 132 066 6050006005 Furnishing Soldier Pile W21 505.00 LF 115.00 58,075.00 100.00 50,500.00 88.00 44,440.00 95.00 47,975.00 X 68 067 6050006006 Furnishing Soldier Pile W21 70.00 LF 170.00 11,900.00 160.00 11,200.00 142.00 9,940.00 150.00 10,500.00 X 111 _ 068 6050006007 Furnishing Soldier Pile W21 310.00 LF 130.00 40,300.00 235.00 72,850.00 212.00 65,720.00 230.00 71,300.00 X 166 _ 069 6050006008 Furnishing Soldier Pile W21 85.00LF 145.00 12,325.00 260.00 22,100.00 233.00 19,805.00 250.00 21,250.00 X 182 _ 070 6050006009 Furnsihing Soldier Pile W24 45.00LF 185.00 8,325.00 330.00 14,850.00 293.00 13,185.00 325.00 14,625.00 X 229 Run By: Rob Lochmiller , Generated by aSharpeSoltProduct 4110 . . . . 2/27/2008• • 0 . 28 of 57 City of Renton -TransportationPage 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: `..Tuesday February 26,2008 2:30 PM Engineer's Gary Merlino Construction Co. R.W.Scott Construction Co:,Inc: 'Mid-Mountain Contractors,Inc. Engineer : 'James P.Wilhoit ': ' . Estimate 9125 10th Ave.S 4005 West Valley Hwy N Suite A PO Box 2909. ' Seattle,WA 00009-8108 . Auburn,WA 00009-8001 Kirkland,WA 00009-8083 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 071 6160000010 Timber Lagging 35.00 MBM 2,500.00 87,500.00 2,800.00 98,000.00 2,578.00 90,230.00 2,800.00 98,000.00 072 6110000003 Cocrete Fascia Panel 11,050.00 SF 50.00 552,500.00 39.00 430,950.00 44.00 486,200.00 42.00 464,100.00 073 6160000001 Prefabricated Drainage Mat 800.00 SY 12.00 9,600.00 10.00 8,000.00 13.00 10,400.00 12.00 9,600.00 074 6170000001 Permanent Ground Anchor 32.00 EA 3,700.00 118,400.00 3,000.00 96,000.00 2,726.00 87,232.00 3,000.00 96,000.00 075 6170000002 Permanent Ground Anchor 3.00 EA 2,500.00 7,500.00 500.00 1,500.00 700.00 2,100.00 600.00 1,800.00 Performance Test 076 6130000001 Structural Earth Wall 2,100.00 SF 30.00 63,000.00 44.00 92,400.00 37.00 77,700.00 45.00 94,500.00 077 2090007170 Backfill for Structural Earl 760.00 CY 30.00 22,800.00 33.00 25,080.00 40.00 30,400.00 35.00 26,600.00 Wall Incl.Haul 078 6130000003 Moment Slab 450.00 LF 500.00 225,000.00 360.00 162,000.00 420.00 189,000.00 400.00 180,000.00 079 6110000004 Retaining Wall Type 3 690.00 SF 65.00 44,850.00 100.00 69,000.00 62.00 42,780.00 150.00 103,500.00 080 6060000005 SEW Steel Traffic Railing 450.00 SF 300.00 135,000.00 235.00 105,750.00 207.00 93,150.00 200.00 90,000.00 081 4020005047 Gravel Base 595.00 TON 25.00 14,875.00 24.00 14,280.00 16.00 9,520.00 25.00 14,875.00 082 4040005120 Crushed Surfacing Top 3,850.00 TON 30.00 115,500.00 28.00 107,800.00 18.00 69,300.00 25.00 96,250.00 Course 084 5040000114 HMA Cl. 1/2 In.PG 64-22 2,366.00TON 80.00 189,280.00 72.00 170,352.00 75.00 177,450.00 80.00 189,280.00 085 5040000115 HMA Class 1 In.PG 64-22 2,603.00TON 70.00 182,210.00 68.00 177,004.00 70.00 182,210.00 80.00 208,240.00 085.1 5040000118 Asphalt Cost Price 1.00 CALC 8,000.00 8,000.00 8,000.00 8,000.00 8,000.00 8,000.00 8,000.00 8,000.00 Adjustment 085.2 5040000116 Job Mix Compliance Price 1.00 CALC 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 Adjustment 085.3 5040000117 Compaction Price Adjustment 1.00 CALC 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 086 8030000003 Irrigation System 1.00 LS 27,000.00 27,000.00 20,000.00 20,000.00 24,800.00 24,800.00 20,000.00 20,000.00 087 8010000003 Silt Fence 2,545.00 LF 5.00 12,725.00 6.00 15,270.00 5.00 12,725.00 8.00 20,360.00 088 8020006405 Topsoil Type A 1,600.000Y 40.00 64,000.00 40.00 64,000.00 38.00 60,800.00 40.00 64,000.00 089 8020000133 Seeding.Fertilizing and 700.00 SY 0.45 315.00 15.00 10,500.00 4.00 2,800.00 1.00 700.00 Mulching 090 8010006490 Erosion/Water Pollution 1.00 EST 16,667.00 16,667.00 16,667.00 16,667.00 16,667.00 16,667.00 16,667.00 16,667.00 Run By: Rob Lochmiller * Generated by aSharpeSoltProduct 2/27/2008 City of Renton -Transportation Page 29 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Bid Results Contract No:CAG 08-001 Analysis Bid Date:."'Tuesday February 26,2008" 2:30 PM Engineer's Gary Merlino Construction Co.' R.W.Scott Construction Co.,Inca `Mid-Mountain Contractors,Inc. Engineer: James P.Wilhoit Estimate 9125 10th Ave'S: " 4005 West Valley Hwy N Suite A ',; PO Box2909 ., Seattle,WA 00009-8108 , ' Auburn WA 00009-8001 Kirkland,WA 00009.8083, ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL Control 091 8086096600 PSIPE Patmore Green Ash, 7.00 EA 275.00 1,925.00 350.00 2,450.00 330.00 2,310.00 300.00 2,100.00 2-1/2"Caliber 092 8086426552 PSIPE Western Red Cedar, 10.00 EA 120.00 1,200.00 100.00 1,000.00 220.00 2,200.00 100.00 1,000.00 5-6'HT 093 8085936552 PSIPE Douglas Fir,5-6'HT 19.00 EA 120.00 2,280.00 100.00 1,900.00 220.00 4,180.00 100.00 1,900.00 094 8086386552 PSIPE Vine Maple,5-6'HT. 61.00 EA 100.00 6,100.00 90.00 5,490.00 132.00 8,052.00 78.00 4,758.00 095 8086416552 PSIPE Western Hazelnut, 14.00EA 100.00 1,400.00 180.00 2,520.00 132.00 1,848.00 120.00 1,680.00 5-6'HT. 101 8086176600 PSIPE Red Twig Dogwood, 223.00 EA 10.00 2,230.00 5.00 1,115.00 22.00 4,906.00 25.00 5,575.00 20"-24" 102 8086096550 PSIPE Pacific Wax Myrtle, 76.00 EA 35.00 2,660.00 40.00 3,040.00 22.00 1,672.00 30.00 2,280.00 20"-24"HT 103 8085759553 PSIPE Kinnikinnick,4"Pot 38.00 EA 5.00 190.00 5.00 190.00 5.00 190.00 4.00 152.00 105 808586700 PSIPE Bramble,4"Pot 38.00 EA 5.00 190.00 5.00 190.00 5.00 190.00 4.00 152.00 107 8085786552 PSIPE Salal, 1 Gal. 7,044.00 EA 9.00 63,396.00 9.00 63,396.00 12.00 84,528.00 10.00 70,440.00 108 8086306552 PSIPE Spatterdock,Rhizome 2,590.00 EA 2.75 7,122.50 11.00 28,490.00 3.00 7,770.00 2.00 5,180.00 109 8086286552 PSIPE Slough Sedge,Sprig 1,488.00 EA 2.75 4,092.00 3.00 4,464.00 3.00 4,464.00 2.00 2,976.00 110 808566700 PSIPE Bur Reed,Sprig 4,353.00 EA 2.75 11,970.75 2.00 8,706.00 3.00 13,059.00 2.00 8,706.00 111 8085816400 PSIPE Arrow Head, Rhizome 2,137.00 EA 2.75 5,876.75 3.00 6,411.00 3.00 6,411.00 2.00 4,274.00 112 8086386400 PSIPE Western Mannagrass, 1,820.00 EA 2.75 5,005.00 2.00 3,640.00 3.00 5,460.00 1.76 3,203.20 Sprig _ 113 8085866600 PSIPE Boston Ivy, 1 Gal. 10.00 EA 15.00 150.00 22.00 220.00 55.00 550.00 12.00 120.00 114 8086336700 PSIPE Trumpet Honeysickle, 17.00 EA 15.00 255.00 33.00 561.00 55.00 935.00 12.00 204.00 1 Gal. 115 808602500 PSIPE Lady Bank's Rose, 1 14.00 EA 15.00 210.00 33.00 462.00 12.00 168.00 18.00 252.00 Gal. 116 8086137000 PSIPE Purple-Leaf 622.00 EA 5.00 3,110.00 4.50 2,799.00 4.00 2,488.00 10.00 6,220.00 Run By: RobLochmiller , Generated by a SharpeSoft Product III III III 2/27/2008• • 0 . 30 of 57 City of Renton -Transportation Page 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: Tuesday February 26,2008 2:30 PM ' Engineer's - GaryMerlinoConstruction Co':''R.W.Scott Construction Co.,Inc. Mid-Mountain Contractors,inc.:, Engineer James'P.Wilhoit' .Estimate 9125 10th Ave.S ''"4005 West Valley Hwy N Suite A PO Box 2909 ' Seattle,WA 00009-8108': Auburn;WA 00009.8001" � `.Kirkland,WA 00009-8083='r='~ ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL Wintercreeper,4"Pot 117 8085985000 PSIPE Foxberry, 1 Gal. 8,814.00 EA 9.00 79,326.00 9.00 79,326.00 11.00 96,954.00 12.00 105,768.00 118 8020006560 Seeded Lawn Installation 1,730.00 SY 2.70 4,671.00 6.00 10,380.00 4.00 6,920.00 2.00', 3,460.00 119 8020006581 Bark Mulch 185.00 CY 30.00 5,550.00 40.00 7,400.00 38.00 7,030.00 42.00 7,770.00 120 8020000013 Root Barrier-12"Depth 620.00 LF 9.00 5,580.00 8.00 4,960.00 6.00 3,720.00 7.00 4,340.00 121 8040000001 Cement Concrete Traffic 3,440.00 LF 18.00 61,920.00 24.00 82,560.00 11.00 37,840.00 20.00 68,800.00 Curb And Gutter 122 8070006735 Type C Block Traffic Curb 435.00 LF 18.00 7,830.00 15.00 6,525.00 15.00 6,525.00 14.00 6,090.00 123 8220006817 Painted Wide Line 3,060.00 LF 0.60 1,836.00 0.40 1,224.00 0.30 918.00 0.25 765.00 124 8220006833 Plastic Traffic Arrow 11.00 EA 84.00 924.00 90.00 990.00 75.00 825.00 75.00 825.00 126 8220006859 Plastic Stop Line 70.00 LF 14.40 1,008.00 6.00 420.00 4.00 280.00 4.00 280.00 127 8220006866 Painted Bicycle Lane Symbol 12.00 EA 60.00 720.00 60.00 720.00 55.00 660.00 50.00 600.00 128 80900EA688 Raised Pavement Marker- 18.00 EA 336.00 6,048.00 190.00 3,420.00 200.00 3,600.00 200.00 3,600.00 Type 1 129 80900EA688 Raised Pavement Marker- 3.00 EA 504.00 1,512.00 400.00 1,200.00 340.00 1,020.00 370.00 1,110.00 Type 2 130 8210006890 Permanent Signing 1.00LS 8,000.00 8,000.00 5,000.00 5,000.00 7,500.00 7,500.00 10,000.00 10,000.00 131 8200900000 Illumination System 1.00 LS 235,000.00 235,000.00 210,000.00 210,000.00 153,000.00 153,000.00 185,000.00 185,000.00 133 1100020001 Traffic Control 1.00 LS 180,000.00 180,000.00 50,000.00 50,000.00 215,000.00 215,000.00 135,000.00 135,000.00 134 8200000070 City Interconnect System 1.00 LS 28,000.00 28,000.00 20,000.00 20,000.00 20,000.00 20,000.00 17,000.00 17,000.00 137 7050000072 Locking Solid Metal Cover 16.00 EA 300.00 4,800.00 500.00 8,000.00 250.00 4,000.00 500.00 8,000.00 And Frame For Catch Basin 138 7090000051 Select Imported Trench 1,540.00 TON 40.00 61,600.00 20.00 30,800.00 21.00 32,340.00 32.00 49,280.00 Backfill 139 2090007006 Structural Excavation Class 2,512.000Y 20.00 50,240.00 5.00 12,560.00 14.00 35,168.00 20.00 50,240.00 Inc.Haul 140 7010007014 Gravel Backfill for Drains 10.00 CY 60.00 600.00 60.00 600.00 50.00 500.00 40.00 400.00 142 8130007045 Monument Case and Cover 2.00 EA 400.00 800.00 450.00 900.00 400.00 800.00 425.00 850.00 Run By: Rob Lochmiller ,` Generated by a SharpeSoft Product 2/27/2008 City of Renton -Transportation Page 31 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: Tuesday. February 26,2008 2:30 PM Engineer's Gary Merlino Construction Co.'R.W.Scott Construction Co.,Inc. Mid-Mountain Contractors,Inc. Engineer: James P.Wilhoit „.Estimate 9125 10th Ave.S 4005 West Valley Hwy N Suite A ,' : PO Box 2909 .. . Seattle,WA•00009-8108 �„'Auburn;WA 00009-8001 Kirkland;'WA 00009.8083 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 143 8140007055 Cement Conc.Sidewalk 1,115.00SY 42.00 46,830.00 37.00 41,255.00 29.00 32,335.00 38.00 42,370.00 144 8140067058 Cement Conc.Sidewalk 6.00EA 1,680.00 10,080.00 1,200.00 7,200.00 1,350.00 8,100.00 1,250.00 7,500.00 Ramp Type 2A 145 8140000020 Cement Conc.Sidewalk 2.00 EA 1,620.00 3,240.00 1,200.00 2,400.00 1,350.00 2,700.00 1,300.00 2,600.00 Ramp Type 4A 146 8060000010 Cement Concrete Driveway 155.00 SY 48.00 7,440.00 75.00 11,625.00 41.00 6,355.00 90.00 13,950.00 Entrance Type 1 147 8120007087 Coated Chain Link Fence 1,340.00 LF 35.00 46,900.00 16.00 21,440.00 21.00 28,140.00 20.00 26,800.00 Type 3 148 8120007089 Coated Chain Link Fence 885.00 LF 50.00 44,250.00 20.00 17,700.00 22.00 19,470.00 23.00 20,355.00 Type 6 149 8120007106 Double 20 Ft.Coated Chain 2.00 EA 1,500.00 3,000.00 1,200.00 2,400.00 1,500.00 3,000.00 1,400.00 2,800.00 Link Gate 150 8240007100 Rock Retaining Wall 160.00TON 105.00 16,800.00 120.00 19,200.00 90.00 14,400.00 105.00 16,800.00 153 8180030001 Type A Locking Mailbox 5.00 EA 420.00 2,100.00 900.00 4,500.00 400.00 2,000.00 1,100.00 5,500.00 155 8180030003 Type C Locking Mailbox 1.00EA 1,000.00 1,000.00 500.00 500.00 400.00 400.00 1,200.00 1,200.00 156 1040001319 Minor Change 1.00 CALC 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 157 1070007736 SPCC Plan 1.00LS 1,000.00 1,000.00 1,000.00 1,000.00 1,500.00 1,500.00 1,000.00 1,000.00 159 1050000001 Contractor Supplied 1.00 LS 60,000.00 60,000.00 75,000.00 75,000.00 65,000.00 65,000.00 65,000.00 65,000.00 Surveying 160 8130000006 Resetting Existing Monument 1.00 EA 250.00 250.00 450.00 450.00 400.00 400.00 325.00 325.00 163 1071700003 Resolution of Utility Confli 1.00 EST 15,000.00 15,000.00 15,000.00 15,000.00 15,000.00 15,000.00 15,000.00 15,000.00 164 8300000030 6'Wood Fence 95.00 LF 30.00 2,850.00 28.00 2,660.00 21.00 1,995.00 20.00 1,900.00 165 4020000015 Gravel Backfill For 10.00 CY 60.00 600.00 65.00 650.00 50.00 500.00 15.00 150.00 Foundations 166 7050000055 Connect Structure to Existin 1.00 EA 500.00 500.00 500.00 500.00 1,000.00 1,000.00 1,250.00 1,250.00 Pipe 167 8140001000 Sidewalk Thickened Edge 65.00 SY 48.00 3,120.00 70.00 4,550.00 50.00 3,250.00 55.00 3,575.00 Run By: Rob Lochmiller , Generated byaSharpeSoltProduct III 0 0 2/27,20080 • . • . City of Renton -Transportation Page 32 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis `Bid Date: Tuesday February 26,2008 2:30 PM Engineer's Gary Merlino Construction Co. R.W.Scott Construction Co:;Inc. Mid-Mountain Contractors,Inc. Engineer: James P.Wilhoit Estimate - 9125 10th Ave.S 4005 West Valley Hwy N Suite A PO Box 2909 Seattle,WA 00009-8108 Auburn,WA 00009-8001 Kirkland,WA 00009-8083 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 168 5040745725 HMA Driveway 2,345.00 SY 18.00 42,210.00 30.00 70,350.00 16.00 37,520.00 28.00 65,660.00 171 2090000001 Trench Excavation Safety 1.00 LS 34,000.00 34,000.00 10,000.00 10,000.00 20,000.00 20,000.00 2,500.00 2,500.00 Systems 172 1040011001 Finish and Cleanup 1.00 LS 15,000.00 15,000.00 5,000.00 5,000.00 20,000.00 20,000.00 10,000.00 10,000.00 173 1071700002 Utility Potholing 1.00 EST 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 174 5050005630 Cement Concrete Pavement- 790.00 SY 60.00 47,400.00 70.00 55,300.00 62.00 48,980.00 100.00 79,000.00 Pond Access Road 176 8010006402 SWPPP 1.00LS 30,000.00 30,000.00 5,000.00 5,000.00 45,793.00 45,793.00 1,000.00 1,000.00 Sub-Total: 5,742,092.00 5,526,736.00 5,471,551.00 5,551,268.20 Group: C RENTON UTILITY UNDERGROUND 001 1090000001 Mobilization 1.00 LS 50,000.00 50,000.00 10,000.00 10,000.00 5,000.00 5,000.00 10,000.00 10,000.00 138 7090000051 Select Imported Trench 1,650.00 TON 40.00 66,000.00 20.00 33,000.00 21.00 34,650.00 30.00 49,500.00 Backfill 171 2090000001 Trench Excavation Safety 1.00 LS 44,000.00 44,000.00 5,000.00 5,000.00 10,000.00 10,000.00 2,000.00 2,000.00 Systems 177 9010000001 Joint Utility Trench 3,110.00 LF 75.00 233,250.00 80.00 248,800.00 40.00 124,400.00 50.00 155,500.00 178 9010000002 Laterial Trench 920.00 LF 45.00 41,400.00 50.00 46,000.00 90.00 82,800.00 20.00 18,400.00 179 9010000003 Concrete Class 2500 For 3.00 CY 150.00 450.00 250.00 750.00 300.00 900.00 100.00 300.00 Encased Bends 180 9010001001 Install Utility Vault/Handho 5.00EA 200.00 1,000.00 250.00 1,250.00 400.00 2,000.00 2,000.00 10,000.00 Comcast Type 1730 181 9010001002 Install Utility Vault/Handho 2.00 EA 100.00 200.00 250.00 500.00 300.00 600.00 2,100.00 4,200.00 Comcast Type 910 182 9010001003 Install Utility Vault/Handho 1.00 EA 200.00 200.00 250.00 250.00 800.00 800.00 2,300.00 2,300.00 Comcast Type 2 Junciont Box 183 9010001004 Install Utility Vault/Handho 1.00EA 1,900.00 1,900.00 550.00 550.00 800.00 800.00 2,100.00 2,100.00 Comcast Type 25-TA Run By: Rob Lochmiller * Generated byaSharpeSofProduct 2/27/2008 City of Renton - Transportation Page 33 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: Tuesday February 26,2008 2:30 PM ' Engineer's Gary Merlino Construction Co. R.W.'Scott Construction Co.,Inc. `:Mid-Mountain Contractors',Inc. Engineer: James P.Wilhoit. Estimate 9125 10th Ave.S -""' 4005 West Valley Hwy N Suite A , • PO Box 2909. Seattle,WA 00009-8108 Auburn,WA 00009=8001' Kirkland,WA:00009.8083 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 184 9010001005 Install Utility Vault/Handho 1.00 EA 2,200.00 2,200.00 550.00 550.00 900.00 900.00 1,850.00 1,850.00 Comcast Type 253-TA 185 9010002001 Install Utility Vault/Handho 4.00 EA 2,000.00 8,000.00 550.00 2,200.00 500.00 2,000.00 2,400.00 9,600.00 PSE Type 3642 _ 186 9010002002 Install Utility Vault/Handho 2.00EA 3,000.00 6,000.00 1,200.00 2,400.00 1,980.00 3,960.00 2,300.00 4,600.00 PSE Type 575 187 9010002003 Install Utility Vault/Handho 1.00 EA 5,000.00 5,000.00 2,400.00 2,400.00 4,000.00 4,000.00 2,400.00 2,400.00 PSE Type 5106 188 9010002004 Install Utility Vault/Handho 3.00 EA 200.00 600.00 250.00 750.00 500.00 1,500.00 2,400.00 7,200.00 PSE Type 1324 189 9010003001 Install Utility Vault/Handho 1.00 EA 200.00 200.00 250.00 250.00 400.00 400.00 2,300.00 2,300.00 Qwest Type 1730 _ 190 9010003002 Install Utility Vault/Handho 2.00 EA 100.00 200.00 250.00 500.00 400.00 800.00 2,200.00 4,400.00 Qwest Type 910 _ _ 191 9010003003 Install Utility Vault/Handho 3.00 EA 2,500.00 7,500.00 1,200.00 3,600.00 2,700.00 8,100.00 2,300.00 6,900.00 Qwest 467-TA 193 9010003004 Install Utility Vault/Handho 1.00EA 1,900.00 1,900.00 550.00 550.00 800.00 800.00 1,850.00 1,850.00 Qwest Type 25-TA 194 9010003005 Install Pedestal Riser-Qwe 4.00 EA 150.00 600.00 250.00 1,000.00 500.00 2,000.00 1,250.00 5,000.00 195 9010001501 Furnish And Install Conduit 925.00 LF 3.00 2,775.00 5.00 4,625.00 4.00 3,700.00 1.70 1,572.50 3/4"Diam-Comcast 196 9010001502 Install Conduit Pipe 2 Inch 5,545.00 LF 2.50 13,862.50 4.00 22,180.00 3.00 16,635.00 2.70 14,971.50 Diam.-Comcast 197 9010001503 Install Conduit Pipe 4 Inch 3,935.00 LF 3.50 13,772.50 4.00 15,740.00 3.00 11,805.00 4.50 17,707.50 Diam.-Comcast 198 9010002501 Install Conduit Pipe 2 Inch 2,590.00 LF 2.50 6,475.00 4.00 10,360.00 3.00 7,770.00 2.70 6,993.00 Diam.-PSE 199 9010002502 Install Conduit Pipe 3 Inch 1,495.00 LF 3.00 4,485.00 4.00 5,980.00 3.00 4,485.00 3.60 5,382.00 Diam.-PSE Run By: Rob Lochmiller '�V Generated by a SharpeSoft Product III 4111 . 2/27/2008• • . • . City of Renton -Transportation Page 34 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: Tuesday February 26,2008 2:30 PM Engineer's Gary Merlino ConstructionCo. R.W.Scott Construction Co.,-Inc. Mid-Mountain Contractors,Inc. Engineer: James P.Wilhoit Estimate 9125 10th Ave.S",. , 4005 West Valley Hwy N Suite A .'PO Box 2909 '.''. Seattle,WA 00009-8108' Auburn,WA 00009-8001.. 'Kirkland,WA 00009.8083' ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 200 9010002503 Install Conduit Pipe 4 Inch 4,020.00 LF 3.50 14,070.00 4.00 16,080.00 3.00 12,060.00 3.80 15,276.00 Diam.-PSE 201 9010002504 Install Conduit Pipe 6 Inch 4,340.00 LF 4.00 17,360.00 4.00 17,360.00 4.00 17,360.00 4.40 19,096.00 Diam.-PSE 202 9010003501 Furnish And Install Conduit 745.00 LF 6.00 4,470.00 6.00 4,470.00 4.00 2,980.00 2.00 1,490.00 Pipe 1 Inch Diam.-Qwest 203 9010003502 Install Conduit Pipe 2 Inch 530.00 LF 2.50 1,325.00 4.00 2,120.00 3.00 1,590.00 2.70 1,431.00 Diam.-Qwest 204 9010003503 Install Conduit Pipe 4 Inch 4,565.00 EA 3.50 15,977.50 4.00 18,260.00 3.00 13,695.00 4.50 20,542.50 Diam.-Qwest 205 9010000004 Electrical Service 1.00 LS 52,200.00 52,200.00 30,000.00 30,000.00 26,000.00 26,000.00 75,000.00 75,000.00 Connections TAX Sales Tax @8.9% 1.00 DOLL 55,762.90 55,762.90 45,165.28 45,165.28 35,999.61 35,999.61 42,707.72 42,707.72 Sub-Total: 673,135.40 552,640.28 440,489.61 522,569.72 Group: D KING COUNTY UTILITY UNDERGROUND 001 1090000001 Mobilization 1.00LS 50,000.00 50,000.00 10,000.00 10,000.00 5,000.00 5,000.00 5,000.00 5,000.00 015 2020000708 Cold Mix 15.00TON 50.00 750.00 180.00 2,700.00 150.00 2,250.00 100.00 1,500.00 138 7090000051 Select Imported Trench 1,000.00 TON 40.00 40,000.00 20.00 20,000.00 21.00 21,000.00 32.00 32,000.00 Backfill 171 2090000001 Trench Excavation Safety 1.00 LS 26,000.00 26,000.00 5,000.00 5,000.00 10,000.00 10,000.00 2,000.00 2,000.00 Systems 177 9010000001 Joint Utility Trench 1,895.00LF 75.00 142,125.00 80.00 151,600.00 40.00 75,800.00 65.00 123,175.00 178 9010000002 Laterial Trench 495.00 LF 45.00 22,275.00 50.00 24,750.00 90.00 44,550.00 25.00 12,375.00 179 9010000003 Concrete Class 2500 For ' 11.000Y 150.00 1,650.00 250.00 2,750.00 300.00 3,300.00 100.00 1,100.00 Encased Bends 180 9010001001 Install Utility Vault/Handho 6.00 EA 200.00 1,200.00 250.00 1,500.00 400.00 2,400.00 1,850.00 11,100.00 Comcast Type 1730 186 9010002002 Install Utility Vault/Handho 4.00 EA 3,000.00 12,000.00 1,200.00 4,800.00 , 1,980.001 7,920.00 2,400.00 9,600.00 Run By: Rob Lochmiller , Generated by a SharpeSoft Product 2/27/2008 City of Renton -Transportation Page 35 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: Tuesday February 26,2008 2:30 PM Engineer's ' Gary Merlino Construction Co:..R.W.Scott.Construction Co:,Inc. Mid-Mountain Contractors,Inc. Engineer: James P,Wilhoit Estimate 9125 10th Ave.S"` • '.4005 West Valley Hwy N Suite A PO Box 2909. Seattle,WA 00009-8108 : .'Auburn,WA 00009-8001 . Kirkland,WA 00009.8083 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL PSE Type 575 187 9010002003 Install Utility Vault/Handho 2.00 EA 5,000.00 10,000.00 2,400.00 4,800.00 4,000.00 8,000.00 1,850.00 3,700.00 PSE Type 5106 188 9010002004 Install Utility Vault/Handho 1.00 EA 200.00 200.00 250.00 250.00 500.00 500.00 2,400.00 2,400.00 PSE Type 1324 189 9010003001 Install Utility Vault/Handho 1.00 EA 200.00 200.00 250.00 250.00 400.00 400.00 2,200.00 2,200.00 Qwest Type 1730 191 9010003003 Install Utility Vault/Handho 1.00 EA 2,500.00 2,500.00 1,200.00 1,200.00 2,700.00 2,700.00 2,200.00 2,200.00 Qwest 467-TA 192 9010003007 Install Utility Vault/Handho 1.00 EA 3,000.00 3,000.00 1,200.00 1,200.00 4,000.00 4,000.00 2,200.00 2,200.00 Qwest Type 4686-TA 194 9010003005 Install Pedestal Riser-Qwe 2.00 EA 150.00 300.00 250.00 500.00 500.00 1,000.00 500.00 1,000.00 195 9010001501 Furnish And Install Conduit 50.00 LF 3.00 150.00 5.00 250.00 4.00 200.00 1.70 85.00 3/4"Diam-Comcast 196 9010001502 Install Conduit Pipe 2 Inch 2,290.00 LF 2.50 5,725.00 4.00 9,160.00 3.00 6,870.00 2.70 6,183.00 Diam.-Comcast 197 9010001503 Install Conduit Pipe 4 Inch 1,780.00 LF 3.50 6,230.00 4.00 7,120.00 3.00 5,340.00 4.50 8,010.00 Diam.-Comcast 198 9010002501 Install Conduit Pipe 2 Inch 525.00 LF 2.50 1,312.50 4.00 2,100.00 3.00 1,575.00 2.70 1,417.50 Diam.-PSE 199 9010002502 Install Conduit Pipe 3 Inch 225.00 LF 3.00 675.00 4.00 900.00 3.00 675.00 3.60 810.00 Diam.-PSE 200 9010002503 Install Conduit Pipe 4 Inch 3,340.00 LF 3.50 11,690.00 4.00 13,360.00 4.00 13,360.00 3.80 12,692.00 Diam.-PSE 201 9010002504 Install Conduit Pipe 6 Inch 3,240.00 LF 4.00 12,960.00 4.00 12,960.00 4.00 12,960.00 4.40 14,256.00 Diam.-PSE _ 202 9010003501 Furnish And Install Conduit 50.00 LF 6.00 300.00 6.00 300.00 12.00 600.00 2.00 100.00 Pipe 1 Inch Diam.-Qwest 203 9010003502 Install Conduit Pipe 2 Inch 55.00 LF 2.50 137.50 4.00 220.00 3.00 165.00 2.70 148.50 Run By: Rob Lochmiller Generated by aSharpeSofProduct • III S . . • • • 2/27/2008 City of Renton -Transportation Page 36 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Bid Results Contract No:CAG 08-001Analysis Bid Date: Tuesday February 26,2008 2:30 PM Engineer's Gary Merlino Construction Co. R.W.Scott Construction'Co.,Inc. Mid-Mountain Contractors,Inc. Engineer: James P.Wilhoit Estimate 9125 10th Ave.S 4005 West Valley Hwy N Suite A PO Box 2909 Seattle,WA.00009-8108 Auburn,WA 00009-8001 Kirkland,WA 00009.8083 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL Diam.-Qwest 204 9010003503 Install Conduit Pipe 4 Inch 6,690.00 EA 3.50 23,415.00 4.00 26,760.00 4.00 26,760.00 4.50 30,105.00 Diam.-Qwest 205 9010000004 Electrical Service 1.00LS 7,800.00 7,800.00 15,000.00 15,000.00 21,000.00 21,000.00 12,000.00 12,000.00 Connections TAX Sales Tax @ 8.9% 1.00 DOLL 34,050.96 34,050.96 28,429.27 28,429.27 24,770.93 24,770.93 26,464.77 26,464.77 Sub-Total: 416,645.96 347,859.27 303,095.93 323,821.77 Group: E WATER MAIN EXTENSION 001 1090000001 Mobilization 1.00 LS 50,000.00 50,000.00 10,000.00 10,000.00 5,000.00 5,000.00 5,000.00 5,000.00 015 2020000708 Cold Mix 10.00TON 50.00 500.00 180.00 1,800.00 150.00 1,500.00 110.00 1,100.00 047 Furnish&Install 12"CI 52 1,500.00 LF 125.00 187,500.00 63.00 94,500.00 60.00 90,000.00 65.00 97,500.00 Water Pipe&Fittings W/Pol 048 Furnish&Install 8"CI 52 D 470.00 LF 90.00 42,300.00 56.00 26,320.00 70.00 32,900.00 50.00 23,500.00 Water Pipe&Fittings W/ Polyw 049 Furnish&Install 6"CI 52 D 87.00 LF 80.00 6,960.00 52.00 4,524.00 100.00 8,700.00 48.00 4,176.00 Water Pipe&Fittings W/ Polyw 050 Furnish&Install 12 Inch Ga 9.00 EA 3,000.00 27,000.00 2,200.00 19,800.00 2,000.00 18,000.00 3,200.00 28,800.00 Valve Assembly 051 Furnsih&Install 8 Inch Gat 9.00 EA 1,500.00 13,500.00 1,500.00 13,500.00 1,200.00 10,800.00 1,100.00 9,900.00 Valve Assembly 052 Furnish&Install 6 Inch Gat 4.00 EA 1,000.00 4,000.00 1,000.00 4,000.00 800.00 3,200.00 800.00 3,200.00 Valve 053 Furnish&Install 6"Fire 7.00 EA 6,000.00 42,000.00 5,000.00 35,000.00 4,000.00 28,000.00 8,000.00 56,000.00 Hydrant Assembly 054 7090000018 Connection to Existing Water 10.00 EA 6,000.00 60,000.00 2,000.00 20,000.00 3,000.00 30,000.00 4,000.00 40,000.00 Main 055 3/4 Inch Water Service And 18.00 EA 6,500.00 117,000.00 800.00 14,400.00 1,500.00 27,000.00 850.00 15,300.00 Run By: Rob Lochmiller Generated by a SharpeSo/t Product 2/27/2008 City of Renton -Transportation Page 37 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: Tuesday February 26,2008 2:30 PM Engineer's - ;Gary Merlino Construction Co.. R.W.Scott Construction Co.,Inc. - Mid-M6untain.Contractors;Inc.:, Engineer: James P.WilhoitEstimate 9125 10th Ave.SA 4005_West Valley Hwy N Suite . PO Box 2909 ". Seattle,WA'00009-8108: Auburn,WA"-00009-8001 Kirkland,WA'00009.8083""", ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL Connection To Existing Water Main 056 3/4 Inch Water Service And 15.00 EA 3,000.00 45,000.00 1,300.00 19,500.00 1,500.00 22,500.00 950.00 14,250.00 Connection To New Water Main 057 Vertical Adjustment 20.00 EA 3,000.00 60,000.00 450.00 9,000.00 4,000.00 80,000.00 3,500.00 70,000.00 Assembly For Water Main(8" &12") 058 7090000016 Concrete for Thrust Blocking 30.00 CY 300.00 9,000.00 200.00 6,000.00 200.00 6,000.00 350.00 10,500.00 and For Dead Man Blocking 138 7090000051 Select Imported Trench 1,500.00 TON 40.00 60,000.00 20.00 30,000.00 21.00 31,500.00 32.00 48,000.00 Backfill 171 2090000001 Trench Excavation Safety 1.00 LS 26,000.00 26,000.00 1,000.00 1,000.00 2,000.00 2,000.00 1,500.00 1,500.00 Systems TAX Sales Tax @ 8.9% 1.00 DOLL 66,817.64 66,817.64 27,531.62 27,531.62 35,341.90 35,341.90 38,156.61 38,156.61 Sub-Total: 817,577.64 336,875.62 432,441.90 466,882.61 Group: F SANITARY SEWER EXTENSION 001 1090000001 Mobilization 1.00 LS 50,000.00 50,000.00 10,000.00 10,000.00 5,000.00 5,000.00 5,000.00 5,000.00 015 2020000708 Cold Mix 10.00TON 50.00 500.00 180.00 1,800.00 150.00 1,500.00 110.00 1,100.00 040 7170000022 Television Inspection of 743.00 LF 2.00 1,486.00 4.00 2,972.00 2.00 1,486.00 2.00 1,486.00 Sanitary Sewers 041 Furnsih And Install 6 Inch 159.00 LF 65.00 10,335.00 80.00 12,720.00 70.00 11,130.00 65.00 10,335.00 PVC Side Sewer Pipe 042 Furnish And Install 8 Inch 692.00LF 75.00 51,900.00 60.00 41,520.00 52.00 35,984.00 48.00 33,216.00 PVC Sewer Pipe 042.1 Furnsih And Install 10 Inch 51.00 LF 90.00 4,590.00 80.00 4,080.00 70.00 3,570.00 95.00 4,845.00 PVC Sewer Pipe 043 Furnish And Install 54 Inch 3.00 EA 3,500.00 10,500.00 3,200.00 9,600.00 3,000.00 9,000.00 12,500.00 37,500.00 Diam Diam.Shallow Manhole Run By: Rob Lochmiller , Generated bya SharpeSoft Product 4110 0 4110 • • 2/27/2008 . • . City of Renton -Transportation Page 38 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: Tuesday February 26,2008 2:30 PM ---Engineer's• Gary Merlino Construction Co; R.W:Scott Construction Co.,Inc. Mid-Mountain Contractors,Inc. Engineer: James P.Wilhoit Estimate ate ' 9125 10th Ave:S -:;..4005 West Valley Hwyy.N Suite A PO Box 2909'.` --Seattle',WA 00009-8108 '' Auburn,WA 00009.8001_' • Kirkland;WA400009.8083 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL Type 044 Furnish And Install 48"Diam 4.00 EA 3,500.00 14,000.00 3,500.00 14,000.00 4,000.00 16,000.00 11,500.00 46,000.00 Sanitary Sewer Manhole Type B 045 Connect New Sewer To 1.00 EA 1,000.00 1,000.00 1,000.00 1,000.00 2,000.00 2,000.00 3,600.00 3,600.00 Existing Sewer Facility 138 7090000051 Select Imported Trench 800.00 TON 40.00 32,000.00 20.00 16,000.00 21.00 16,800.00 35.00 28,000.00 Backfill 152 Abandoned Existing Manhole 1.00 EA 1,000.00 •1,000.00 1,000.00 1,000.00 800.00 800.00 850.00 850.00 171 2090000001 Trench Excavation Safety 1.00 LS 14,000.00 14,000.00 5,000.00 5,000.00 3,000.00 3,000.00 5,000.00 5,000.00 Systems TAX Sales Tax @ 8.9% 1.00 DOLL 17,026.68 17,026.68 10,652.59 10,652.59 9,458.03 9,458.03 15,746.95 15,746.95 Sub-Total: 208,337.68 130,344.59 115,728.03 192,678.95, Grand Total: 12,373,699.93 10,736,194.76 10,843,485.97 11,352,262.25 Total Bid: 12,373,699.93 10,736,194.76 10,815,345.97 11,352,262.25 Calc/Entered Bid Diff.: 28,140.00 Difference from Low Vendor: 654,625.53 761,916.74 1,270,693.02 Total Subcontractors: Run By: Rob Lochmiller * Generated by a SharpeSoft Product 2/27/2008 City of Renton - Transportation Page 39 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: Tuesday February 26,2008 2:30 PM Engineer's " Tri-State Construction Inc. Buno Construction,LLC Engineer:_ James P.Wilhoit - Estimate PO Box 3686 20219 99th Ave.SE' ' • ,, Bellevue,WA'00009-8009 Snohomish,WA 00009-8296 - ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL Group: A RENTON ROADWAY 001 1090000001 Mobilization 1.00 LS 350,000.00 350,000.00 405,000.00 405,000.00 385,000.00 385,000.00 001.1 9880557501 Furnish And Setup 1.00 LS 50,000.00 50,000.00 30,000.00 30,000.00 50,000.00 50,000.00 Temporary Office Building For Engineer 002 2010000025 Clearing and Grubbing 2.00ACRE 4,300.00 8,600.00 5,500.00 11,000.00 20,000.00 40,000.00 003 2020500005 Removing Drainage Structure 31.00 EA 350.00 10,850.00 300.00 9,300.00 300.00 9,300.00 004 2020500001 Removal Of Structure And 1.00 LS 2,000.00 2,000.00 50,000.00 50,000.00 50,000.00 50,000.00 Obstruction 005 2020000700 Removing Cement Concret 185.00SY 15.00 2,775.00 10.00 1,850.00 7.00 1,295.00 Pavement 006 2020000701 Removing Cement Concrete 1,260.00 SY 8.00 10,080.00 6.50 8,190.00 6.00 7,560.00 Sidewalk 007 2020000702 Removing Cement Concrete 1,985.00 LF 5.00 9,925.00 4.00 7,940.00 1.00 1,985.00 Curb And Gutter 008 2020000703 Removing Asphalt Concrete 16,205.00SY 3.00 48,615.00 4.50 72,922.50 5.00 81,025.00 Pavement 009 2020000704 Removing Asphalt Concrete 500.00 SY 20.00 10,000.00 4.00 2,000.00 4.00 2,000.00 Sidewalk 012 2020000705 Removing Storm Sewer Pipe 1,942.00 LF 10.00 19,420.00 15.00 29,130.00 12.00 23,304.00 013 2020000706 Removing Culvert 325.00 LF 8.00 2,600.00 15.00 4,875.00 12.00 3,900.00 0142020000707 Removing Fence 1,265.00LF 2.00 2,530.00 3.00 3,795.00 3.00 3,795.00 015 2020000708 Cold Mix 20.00TON 50.00 1,000.00 85.00 1,700.00 80.00 1,600.00 016 2030000310 Roadway Excavation Incl. 6,400.00 CY 15.00 96,000.00 18.00 115,200.00 25.00 160,000.00 Haul 017 2030000350 Unsuitable Foundation 900.00 CY 25.00 22,500.00 22.00 19,800.00 25.00 22,500.00 Excavation Including Haul 018 2030005001 Gravel Borrow Incl.Haul 900.00TON 30.00 27,000.00 20.00 18,000.00 15.00 13,500.00 Run By: Rob Lochmiller Generated by a SharpeSoft Product III 0 410 . 2/27/2008 II , • • Page40 of 57 City of Renton -Transportation 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Engineer's Date: Tuesday February26,2008 2:30 PM �. . , . �. '_` � En sneer's Tri-State Construction lnc::;` ; Buno Construction;CLC< ' Engineer: James P.Wiihoit , , , " . Estimate PO Box 3686.'' 20219 99th Ave.SE Bellevue,WA 00009-8009 Snohomish,WA 00009-8296 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 020 7050001046 Concrete Inlet With Std. 5.00 EA 1,000.00 5,000.00 1,500.00 7,500.00 900.00 4,500.00 Grate 026 7040003406 Class IV Reinf.Conc.Storm 150.00 LF 30.00 4,500.00 55.00 8,250.00 60.00 9,000.00 Sewer Pipe, 12 Inch 029 7050003091 Catch Basin Type 1 35.00EA 1,100.00 38,500.00 1,800.00 63,000.00 1,100.00 38,500.00 030 7050003105 Catch Basin Type 2,48 In. 30.00 EA 2,500.00 75,000.00 2,100.00 63,000.00 2,500.00 75,000.00 Dia. 031 7050003106 Catch Basin Type 2,54 In. 2.00 EA 4,200.00 8,400.00 3,400.00 6,800.00 3,000.00 6,000.00 Dia. 033 7050005201 Catch Basin Type 2,54 In. 1.00 EA 5,000.00 5,000.00 4,500.00 4,500.00 4,000.00 4,000.00 Dia.With Bypass Structure 034 7040003602 Corrugated Polyethylene 3,238.00 LF 50.00 161,900.00 60.00 194,280.00 75.00 242,850.00 Storm Sewer Pipe-12"dia. 035 7040003607 Corrugated Polyethylene 993.00LF 60.00 59,580.00 70.00 69,510.00 82.00 81,426.00 Storm Sewer Pipe-18"dia. 036 7040003608 Corrugated Polyethylene 806.00 LF 70.00 56,420.00 95.00 76,570.00 90.00 72,540.00 Storm Sewer Pipe-24"dia. 037 7040100001 Ductile Iron Sewer Pipe 8 In 317.00 LF 43.00 13,631.00 130.00 41,210.00 85.00 26,945.00 Diam. 046 7140003848 Resetting Existing Hydrants 3.00 EA 2,500.00 7,500.00 2,000.00 6,000.00 800.00 2,400.00 082 4040005120 Crushed Surfacing Top 5,905.00TON 30.00 177,150.00 19.00 112,195.00 20.00 118,100.00 Course 083 5040000001 Planing Bituminous 310.00 SY 10.00 3,100.00 10.00 3,100.00 12.00 3,720.00 Pavement 084 5040000114 HMA CI. 1/2 In. PG 64-22 3,830.00 TON 80.00 306,400.00 80.00 306,400.00 70.00 268,100.00 085 5040000115 HMA Class 1 In.PG 64-22 4,213.00 TON 70.00 294,910.00 70.00 294,910.00 65.00 273,845.00 085.1 5040000118 Asphalt Cost Price 1.00 CALC 8,000.00 8,000.00 8,000.00 8,000.00 8,000.00 8,000.00 Adjustment 085.2 5040000116 Job Mix Compliance Price 1.00 CALC 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 Run By: Rob Lochmiller Generated by a SharpeSolt Product 2/27/2008 City of Renton -Transportation Page 41 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: Tuesday.,February 26,2008 • 2:30 PM Engineer's,: ,,',, Tri-State Construction Inc. Buno Construction,'LLC Engineer: James P:Wilhoit `.Estimate " " '~ PO Box 3686 ,:".r 20219 99th Ave.SE Bellevue,WA 00009-8009 Snohomish;WA^00009-8296 :'. ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL Adjustment 085.3 5040000117 Compaction Price Adjustment 1.00 CALC 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 086 8030000003 Irrigation System 1.00 LS 27,000.00 27,000.00 20,000.00 20,000.00 50,000.00 50,000.00 087 8010000003 Silt Fence 2,390.00 LF 5.00 11,950.00 5.00 11,950.00 4.00 9,560.00 088 8020006405 Topsoil Type A 300.00 CY 40.00 12,000.00 45.00 13,500.00 35.00 10,500.00 089 8020000133 Seeding.Fertilizing and 35.00 SY 0.45 15.75 19.00 665.00 20.00 700.00 Mulching 090 8010006490 Erosion/Water Pollution 1.00 EST 8,333.00 8,333.00 8,333.00 8,333.00 8,333.00 8,333.00 Control 091 8086096600 PSIPE Patmore Green Ash, 15.00 EA 275.00 4,125.00 400.00 6,000.00 300.00 4,500.00 2-1/2"Caliber 096 8086026600 PSIPE Lavender,20-24"HT. 54.00 EA 35.00 1,890.00 35.00 1,890.00 30.00 1,620.00 097 8086226400 PSIPE Sageleaf Rockrose, 155.00EA 20.00 3,100.00 46.00 7,130.00 30.00 4,650.00 10-12"HT. 098 8085897000 PSIPE Compact Japanese 231.00 EA 25.00 5,775.00 44.00 10,164.00 25.00 5,775.00 Holy.15-18"HT _ 099 8086000000 PSIPE Gulftide Osmanthus, 114.00 EA 35.00 3,990.00 48.00 5,472.00 30.00 3,420.00 18"-20"HT 100 8086026650 PSIPE Laurustinus,20"-24" 88.00 EA 40.00 3,520.00 48.00 4,224.00 30.00 2,640.00 HT. 103 8085759553 PSIPE Kinnikinnick,4"Pot 600.00 EA 5.00 3,000.00 5.00 3,000.00 3.00 1,800.00 104 8085896560 PSIPE Ceanothus,1 Gal. 151.00EA 9.00 1,359.00 19.00 2,869.00 10.00 1,510.00 105 808586700 PSIPE Bramble,4"Pot 868.00 EA 5.00 4,340.00 5.00 4,340.00 3.00 2,604.00 106 8085999000 PSIPE Germander. 1 Gal. 256.00 EA 9.00 2,304.00 14.00 3,584.00 8.00 2,048.00 116 8086137000 PSIPE Purple-Leaf 1,246.00EA 5.00 6,230.00 5.00 6,230.00 3.00 3,738.00 Wintercreeper,4"Pot 117 8085985000 PSIPE Foxberry,1 Gal. 716.00 EA 9.00 6,444.00 10.00 7,160.00 8.00 5,728.00 118 8020006560 Seeded Lawn Installation 95.00 SY 2.70 256.50 6.00 570.00 10.00 950.00 Run By: Rob Lochmiller Generated by a SharpeSoft Product • III 0 • 0 . 2/27/2008 • City of Renton -Transportation Page 42 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date:.„,..:Tuesday February 26,2008 2:30 PM Engineer's Tri-State Construction Inc. ' Buno Construction,LLC - 'Engineer.''=.James P.Wilhoit --. • • Estimate - `-';-PO Box 3686 '`' '' 20219 990Ave.SE - - - Bellevue;WA 00009-8009 Snohomish,WA'00009-8296 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 119 8020006581 Bark Mulch 30.000Y 30.00 900.00 45.00 1,350.00 40.00 1,200.00 120 8020000013 Root Barrier-12"Depth 300.00 LF 9.00 2,700.00 8.00 2,400.00 4.00 1,200.00 121 8040000001 Cement Concrete Traffic 4,690.00 LF 18.00 84,420.00 12.00 56,280.00 18.00 84,420.00 Curb And Gutter 123 8220006817 Painted Wide Line 3,955.00LF 0.60 2,373.00 0.50 1,977.50 0.50 1,977.50 124 8220006833 Plastic Traffic Arrow 30.00 EA 84.00 2,520.00 80.00 2,400.00 100.00 3,000.00 125 8220006857 Plastic Crosswalk Line 215.00 SF 6.00 1,290.00 7.00 1,505.00 6.00 1,290.00 126 8220006859 Plastic Stop Line 280.00 LF 14.40 4,032.00 6.00 1,680.00 6.00 1,680.00 127 8220006866 Painted Bicycle Lane Symbol 24.00 EA 60.00 1,440.00 62.00 1,488.00 70.00 1,680.00 128 8090006882 Raised Pavement Marker, 34.00 HUND 336.00 11,424.00 185.00 6,290.00 200.00 6,800.00 Type 1 129 8090006884 Raised Pavement Markers 5.00 HUND 504.00 2,520.00 390.00 1,950.00 400.00 2,000.00 Type 2 130 8210006890 Permanent Signing 1.00 LS 16,000.00 16,000.00 20,000.00 20,000.00 20,000.00 20,000.00 131 8200900000 Illumination System 1.00 LS 329,000.00 329,000.00 325,000.00 325,000.00 280,000.00 280,000.00 132 8200006912 Traffic Signal System 1.00 LS 150,000.00 150,000.00 175,000.00 175,000.00 150,000.00 150,000.00 133 1100020001 Traffic Control 1.00 LS 820,000.00 820,000.00 100,000.00 100,000.00 100,000.00 100,000.00 134 8200000070 City Interconnect System 1.00 LS 42,000.00 42,000.00 25,000.00 25,000.00 25,000.00 25,000.00 135 7050000013 Adjust Existing Manhole 18.00 EA 400.00 7,200.00 650.00 11,700.00 250.00 4,500.00 136 7050000012 Adjust Existing Catch Basin 5.00 EA 300.00 1,500.00 400.00 2,000.00 250.00 1,250.00 137 7050000072 Locking Solid Metal Cover 25.00 EA 300.00 7,500.00 500.00 12,500.00 300.00 7,500.00 And Frame For Catch Basin 138 7090000051 Select Imported Trench 2,300.00 TON 40.00 92,000.00 20.00 46,000.00 10.00 23,000.00 Backfill(Gravel Borrow) 139 2090007006 Structural Excavation Class 3,682.000Y 20.00 73,640.00 32.00 117,824.00 12.00 44,184.00 Inc.Haul _ 141 7080007029 Plugging Existing Pipe 15.00 EA 150.00 2,250.00 500.00 7,500.00 150.00 2,250.00 142 8130007045 Monument with Case and 2.00 EA 400.00 800.00 450.00 900.00 500.00 1,000.00 Run By: Rob Lochmiller *, Generated by a SharpeSoft Product 2/272008 City of Renton -Transportation Page 43 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date:; Tuesday February 26,2008 2:30 PM Engineer's Tri-State Construction Inc. Buno Construction,LLC ' Engineer:'`:'James P.Wilhoit Estimate PO Box 3686 20219 99th Ave:SE 1 , , - .`Bellevue,WA 00009-8009 Snohomish,WA 00009-8296 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL Cover 143 8140007055 Cement Conc.Sidewalk 2,780.00 SY 42.00 116,760.00 32.00 88,960.00 32.00 88,960.00 144 8140067058 Cement Conc.Sidewalk 18.00 EA 1,680.00 30,240.00 1,510.00 27,180.00 1,200.00 21,600.00 Ramp Type 2A 1 145 8140000020 Cement Conc.Sidewalk 2.00EA 1,620.00 3,240.00 1,715.00 3,430.00 1,500.00 3,000.00 Ramp Type 4A 146 8060000010 Cement Concrete Driveway 550.00 SY 48.00 26,400.00 75.00 41,250.00 65.00 35,750.00 Entrance Type 1 150 8240007100 Rock Retaining Wall 25.00TON 105.00 2,625.00 110.00 2,750.00 100.00 2,500.00 151 7050000021 Area Inlet 2.00 EA 700.00 1,400.00 1,500.00 3,000.00 600.00 1,200.00 153 8180030001 Type A Locking Mailbox 7.00 EA 420.00 2,940.00 1,000.00 7,000.00 1,000.00 7,000.00 154 8180030002 Type B Locking Mailbox 3.00 EA 445.00 1,335.00 1,800.00 5,400.00 1,000.00 3,000.00 155 8180030003 Type C Locking Mailbox 2.00 EA 1,000.00 2,000.00 1,900.00 3,800.00 1,000.00 2,000.00 156 1040001319 Minor Change 1.00 CALC 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 157 1070007736 SPCC Plan 1.00LS 1,000.00 1,000.00 25,000.00 25,000.00 5,000.00 5,000.00 158 7050000059 Connection to Existing Catch 9.00 EA 600.00 5,400.00 1,000.00 9,000.00 2,500.00 22,500.00 Basin 159 1050000001 Contractor Supplied 1.00 LS 60,000.00 60,000.00 75,000.00 75,000.00 75,000.00 75,000.00 Surveying 160 8130000006 Resetting Existing Monument 3.00 EA 250.00 750.00 650.00 1,950.00 2,000.00 6,000.00 161 7200000100 Stormwater Detention Vault 1.00 LS 335,000.00 335,000.00 375,000.00 375,000.00 500,000.00 500,000.00 162 7200000200 Storm Filter Vault 1.00 LS 48,000.00 48,000.00 50,000.00 50,000.00 60,000.00 60,000.00 163 1071700003 Resolution of Utility Confli 1.00 EST 15,000.00 15,000.00 15,000.00 15,000.00 15,000.00 15,000.00 164 8300000030 6'Wood Fence 70.00LF 30.00 2,100.00 25.00 1,750.00 25.00 1,750.00 166 7050000055 Connect Structure to Existin 4.00 EA 500.00 2,000.00 2,500.00 10,000.00 2,500.00 10,000.00 Pipe 167 8140001000 Sidewalk Thickened Edge 40.00 SY 48.00 1,920.00 45.00 1,800.00 60.00 2,400.00 168 5040745725 HMA Driveway 695.00 SY 18.00 12,510.00 17.00 11,815.00 18.00 12,510.00 Run By: RobLochmiller Generated by a SharpeSoft Product • • S . . 2/27/2008• P.44 of 57 11:08 am City of Renton - ransportation g Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: Tuesday February 26,2008. 2:30 PM Engineer's " Tri-State Construction Inc. .Buno Construction,LLC Engineer: James P.Wilhoit Estimate PO Box 3686 20219 99th Ave.SE Bellevue,WA 00009-8009 :Snohomish;WA'00009-8296 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 169 9880001118 Modular Block Wall 945.00SY 24.00 22,680.00 40.00 37,800.00 25.00 23,625.00 170 8060000004 Cement Concrete Driveway 85.00 SY 50.40 4,284.00 65.00 5,525.00 65.00 5,525.00 171 2090000001 Trench Excavation Safety 1.00 LS 56,000.00 56,000.00 10,000.00 10,000.00 100,000.00 100,000.00 Systems 172 1040011001 Finish and Cleanup 1.00 LS 15,000.00 15,000.00 15,000.00 15,000.00 25,000.00 25,000.00 173 1070017005 Utility Potholing 1.00 FA 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 175 708DUVAL100 Filling Pipe With CDF 1,315.00 LF 20.00 26,300.00 25.00 32,875.00 12.00 15,780.00 176 8010006402 SWPPP 1.00 LS 30,000.00 30,000.00 75,000.00 75,000.00 25,000.00 25,000.00 Sub-Total: 4,515,911.25 4,060,038.00 4,076,797.50 Group: B KING COUNTY ROADWAY 001 1090000001 Mobilization 1.00 LS 450,000.00 450,000.00 405,000.00 405,000.00 520,000.00 520,000.00 001.1 9880557501 Furnish And Setup 1.0O LS 50,000.00 50,000.00 30,000.00 30,000.00 50,000.00 50,000.00 Temporary Office Building For Engineer 002 2010000025 Clearing and Grubbing 7.00 ACRE 4,300.00 30,100.00 5,400.00 37,800.00 15,000.00 105,000.00 003 2020500005 Removing Drainage Structure 4.00 EA 350.00 1,400.00 300.00 1,200.00 300.00 1,200.00 004 2020500001 Removal Of Structure And 1.00 LS 500.00 500.00 25,000.00 25,000.00 50,000.00 50,000.00 Obstruction 008 2020000703 Removing Asphalt Concrete 6,530.00 SY 3.00 19,590.00 3.00 19,590.00 5.00 32,650.00 Pavement 010 2020000800 Removing Guardrail 830.00 LF 5.00 4,150.00 5.00 4,150.00 4.00 3,320.00 011 2020000801 Removing Soldier Pile Shaft 1.00 EST 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 Obstructions 012 2020000705 Removing Storm Sewer Pipe 73.00 LF 10.00 730.00 15.00 1,095.00 15.00 1,095.00 013 2020000706 Removing Culvert 275.00 LF 8.00 2,200.00 15.00 4,125.00 15.00 4,125.00 014 2020000707 Removing Fence 315.00 LF 2.00 630.00 3.00 945.00 3.00 945.00 015 2020000708 Cold Mix 20.00 TON 50.00 1,000.00 85.00 1,700.00 80.00 1,600.00 016 2030000310 Roadway Excavation Incl. 11,100.000Y 15.00 166,500.00 17.00 188,700.00 25.00 277,500.00 Run By: Rob Lochmiller 0 Generated by a SharpeSoft Product 2/27/2008 City of Renton - Transportation Page 45 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: Tuesday February, 2008 2:30 PM Engineer's Tri-State Construction Inc. Buno Construction,LLC`:; Engineer James P:Wilhoit Estimate PO:Box'3686..,', ' 20219 99th Ave.SE •• Bellevue,WA 00009-8009 Snohomish,WA 00009-8296 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL Haul 017 2030000350 Unsuitable Foundation 1,700.00 CY 25.00 42,500.00 19.00 32,300.00 25.00 42,500.00 Excavation Including Haul 018 4020000431 Gravel Borrow Incl.Haul 5,900.00 TON 30.00 177,000.00 20.00 118,000.00 15.00 88,500.00 019 2100001030 Ditch Excavation Incl.Haul 250.000Y 45.00 11,250.00 20.00 5,000.00 30.00 7,500.00 020 7050001046 Concrete Inlet With Std. 1.00 EA 1,000.00 1,000.00 1,500.00 1,500.00 900.00 900.00 Grate 021 8040000012 Cement Concrete Gutter 775.00 LF 32.00 24,800.00 18.00 13,950.00 15.00 11,625.00 022 8150001088 Quarry Spalls-8 Inch 430.00TON 50.00 21,500.00 35.00 15,050.00 28.00 12,040.00 023 8150001089 Quarry Spalls-12 Inch 30.00TON 50.00 1,500.00 37.00 1,110.00 30.00 900.00 024 7010001160 Underdrain Pipe 6"Diameter 290.00 LF 20.00 5,800.00 10.00 2,900.00 20.00 5,800.00 025 701000060 Underdrain Pipe 8"Diameter 620.00 LF 20.00 12,400.00 12.00 7,440.00 25.00 15,500.00 026 7040003406 Class IV Reinf.Conc.Storm 20.00LF 30.00 600.00 55.00 1,100.00 100.00 2,000.00 Sewer Pipe, 12 Inch 027 8320000002 Pond Liner 5,333.00 SY 10.00 53,330.00 10.00 53,330.00 7.00 37,331.00 028 23000000320 Roadway Excavation Incl. 43,700.000Y 15.00 655,500.00 15.50 677,350.00 25.00 1,092,500.00 Haul,Detention Pond 029 7050003091 Catch Basin Type 1 10.00 EA 1,100.00 11,000.00 1,800.00 18,000.00 1,100.00 11,000.00 030 7050003105 Catch Basin Type 2,48 In. 30.00 EA 2,500.00 75,000.00 2,400.00 72,000.00 2,500.00 75,000.00 Dia. 031 7050003106 Catch Basin Type 2,54 In. 2.00 EA 4,200.00 8,400.00 3,400.00 6,800.00 3,000.00 6,000.00 Dia. 032 7050000045 Catch Basin Type 2,54 In. 1.00 EA 5,000.00 5,000.00 4,500.00 4,500.00 4,500.00 4,500.00 Diam.-Flow Control Struct. 034 7040003602 Corrugated Polyethylene 436.00 LF 50.00 21,800.00 55.00 23,980.00 75.00 32,700.00 Storm Sewer Pipe-12"dia. 035 7040003607 Corrugated Polyethylene 2,284.00 LF 60.00 137,040.00 60.00 137,040.00 82.00 187,288.00 Storm Sewer Pipe-18"dia. Run By: Rob Lochmiller Generated by a SharpeSoft Product • 40 . . , • • . ' , 2/27/2008 City of Renton -Transportation Page 46 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date:,"',;Tuesday February 26,2008 ' 2:30 PM ' Engineer's:',':;: . Tri-State Construction Inc. Buno Construction,LLC '''" , .Engineer: , James P.Wilhoit ' Estimate •':,PO Box 3686 . 20219 99th Ave.SE , Bellevue,WA 00009-8009 Snohomish,WA`00009-8296 : ' ITEM ITEM CODE DESCRIPTION QUANTITY UNIT! UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 036 7040003608 Corrugated Polyethylene 503.00 LF 1 70.00 35,210.00 100.00 50,300.00 90.00 45,270.00 Storm Sewer Pipe-24"dia. 037 7040100001 Ductile Iron Sewer Pipe 8 In 19.00LF ' 43.00 817.00 132.00 2,508.00 85.00 1,615.00 Diam. 038 7190073640 Storm Sewer Cleanout 1.00EA 1,700.00 1,700.00 1,300.00 1,300.00 1,500.00 1,500.00 039 7040000010 Debris Cage 3.00 EA 500.00 1,500.00 6,500.00 19,500.00 1,800.00 5,400.00 046 7140003848 Resetting Existing Hydrants 1.00 EA 2,500.00 2,500.00 2,000.00 2,000.00 2,500.00 2,500.00 059 7010500001 Gravel Backfill For Wall 40.00 CV 30.00 1,200.00 40.00 1,600.00 25.00 1,000.00 060 6050005000 Shaft-36 Inch Diamter 2,090.00 LF 120.00 250,800.00 72.00 150,480.00 50.00 104,500.00 061 6050006000 Furnishing Soldier Pile W14 415.00LF 35.00 14,525.00 60.00 24,900.00 60.00 24,900.00 X 43 062 6050006001 Furnishing Soldier Pole W14 95.00 LF 55.00 5,225.00 517.00 49,115.00 460.00 43,700.00 X 68 063 6050006002 Furnishing Soldier Pile W14 155.00 LF 65.00 10,075.00 111.00 17,205.00 110.00 17,050.00 X 82 _ 064 6050006003 Furnshing Soldier Pile W14 X 285.00 LF 90.00 25,650.00 145.00 41,325.00 140.00 39,900.00 109 - 065 6050006004 Furnsihing Soldier Pile W14 125.00LF 105.00 13,125.00 175.00 21,875.00 170.00 21,250.00 X 132 _ 066 6050006005 Furnishing Soldier Pile W21 505.00 LF 115.00 58,075.00 95.00 47,975.00 100.00 50,500.00 X 68 067 6050006006 Furnishing Soldier Pile W21 70.00 LF 170.00 11,900.00 150.00 10,500.00 140.00 9,800.00 X 111 068 6050006007 Furnishing Soldier Pile W21 310.00LF 130.00 40,300.00 220.00 68,200.00 210.00 65,100.00 X 166 069 6050006008 Furnishing Soldier Pile W21 85.00 LF 145.00 12,325.00 250.00 21,250.00 235.00 19,975.00 X182 070 6050006009 Furnsihing Soldier Pile W24 45.00 LF 185.00 8,325.00 302.00 13,590.00 280.00 12,600.00 X 229 Run By: Rob Lochmiller 0 Generated by a SharpeSott Product 2/27/2008 City of Renton -Transportation Page 47 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: Tuesday February 26,2008 2:30 PM Engineer's Tri-State Construction Inc. Buno Construction,LLC . Engineer: James P.Wilhoit Estimate PO Box 3686 20219 99th Ave.SE Bellevue,WA 00009-8009 Snohomish,WA 00009-8296 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 071 6160000010 Timber Lagging 35.00 MBM 2,500.00 87,500.00 3,035.00 106,225.00 2,400.00 84,000.00 072 6110000003 Cocrete Fascia Panel 11,050.00 SF 50.00 552,500.00 50.00 552,500.00 72.00 795,600.00 073 6160000001 Prefabricated Drainage Mat 800.00 SY 12.00 9,600.00 11.00 8,800.00 12.00 9,600.00 074 6170000001 Permanent Ground Anchor 32.00 EA 3,700.00 118,400.00 2,800.00 89,600.00 2,600.00 83,200.00 075 6170000002 Permanent Ground Anchor 3.00 EA 2,500.00 7,500.00 1,000.00 3,000.00 1,000.00 3,000.00 Performance Test 076 6130000001 Structural Earth Wall 2,100.00 SF 30.00 63,000.00 40.00 84,000.00 60.00 126,000.00 077 2090007170 Backfill for Structural Eart 760.00 CY 30.00 22,800.00 38.00 28,880.00 25.00 19,000.00 Wall Incl.Haul 078 6130000003 Moment Slab 450.00 LF 500.00 225,000.00 600.00 270,000.00 350.00 157,500.00 079 6110000004 Retaining Wall Type 3 690.00 SF 65.00 44,850.00 90.00 62,100.00 100.00 69,000.00 080 6060000005 SEW Steel Traffic Railing 450.00 SF 300.00 135,000.00 275.00 123,750.00 225.00 101,250.00 081 4020005047 Gravel Base 595.00TON 25.00 14,875.00 20.00 11,900.00 18.00 10,710.00 082 4040005120 Crushed Surfacing Top 3,850.00TON 30.00 115,500.00 17.00 65,450.00 20.00 77,000.00 Course 084 5040000114 HMA Cl. 1/2 In.PG 64-22 2,366.00 TON 80.00 189,280.00 80.00 189,280.00 70.00 165,620.00 085 5040000115 HMA Class 1 In.PG 64-22 2,603.00 TON 70.00 182,210.00 70.00 182,210.00 65.00 169,195.00 085.1 5040000118 Asphalt Cost Price 1.00 CALC 8,000.00 8,000.00 8,000.00 8,000.00 8,000.00 8,000.00 Adjustment 085.2 5040000116 Job Mix Compliance Price 1.00 CALC 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 Adjustment 085.3 5040000117 Compaction Price Adjustment 1.00 CALC 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 086 8030000003 Irrigation System 1.00 LS 27,000.00 27,000.00 26,000.00 26,000.00 30,000.00 30,000.00 087 8010000003 Silt Fence 2,545.00 LF 5.00 12,725.00 4.00 10,180.00 4.00 10,180.00 088 8020006405 Topsoil Type A 1,600.000Y 40.00 64,000.00 44.00 70,400.00 35.00 56,000.00 089 8020000133 Seeding.Fertilizing and 700.00 SY 0.45 315.00 1.00 700.00 1.00 700.00 • Mulching 090 8010006490 Erosion/Water Pollution 1.00 EST 16,667.00 16,667.00 16,667.00 16,667.00 16,667.00 16,667.00 Run By: Rob Lochmiller , Generated by aSharpeSottProduct S • S . , • • 0 . 2/27/2008 City of Renton -Transportation Page 48 of57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: Tuesday February 26,2008 2:30 PM Engineer's • Tri-State Construction Inc. Buno Construction,LLC Engineer: James P.Wilhoit Estimate • PO Box 3686 20219 99th Ave.SE Bellevue,WA 00009-8009 Snohomish,WA 00009-8296 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL Control 091 8086096600 PSIPE Patmore Green Ash, 7.00 EA 275.00 1,925.00 400.00 2,800.00 300.00 2,100.00 2-1/2"Caliber 092 8086426552 PSIPE Western Red Cedar, 10.00EA 120.00 1,200.00 110.00 1,100.00 90.00 900.00 5-6'HT 093 8085936552 PSIPE Douglas Fir,5-6'HT 19.00EA 120.00 2,280.00 110.00 2,090.00 90.00 1,710.00 094 8086386552 PSIPE Vine Maple,5-6'HT. 61.00 EA 100.00 6,100.00 100.00 6,100.00 90.00 5,490.00 095 8086416552 PSIPE Western Hazelnut, 14.00EA 100.00 1,400.00 200.00 2,800.00 50.00 700.00 5-6'HT. 101 8086176600 PSIPE Red Twig Dogwood, 223.00 EA 10.00 2,230.00 5.00 1,115.00 15.00 3,345.00 20"-24" 102 8086096550 PSIPE Pacific Wax Myrtle, 76.00 EA 35.00 2,660.00 45.00 3,420.00 30.00 2,280.00 20"-24"HT 103 8085759553 PSIPE Kinnikinnick,4"Pot 38.00 EA 5.00 190.00 5.00 190.00 3.00 114.00 105 808586700 PSIPE Bramble,4"Pot 38.00 EA 5.00 190.00 5.00 190.00 3.00 114.00 107 8085786552 PSIPE Salal,1 Gal. 7,044.00 EA 9.00 63,396.00 9.00 63,396.00 5.00 35,220.00 108 8086306552 PSIPE Spatterdock,Rhizome 2,590.00 EA 2.75 7,122.50 12.00 31,080.00 6.00 15,540.00 109 8086286552 PSIPE Slough Sedge,Sprig 1,488.00EA 2.75 4,092.00 3.00 4,464.00 1.50 2,232.00 110 808566700 PSIPE Bur Reed,Sprig 4,353.00 EA 2.75 11,970.75 2.00 8,706.00 1.50 6,529.50 111 8085816400 PSIPE Arrow Head,Rhizome 2,137.00 EA 2.75 5,876.75 4.00 8,548.00 2.00 4,274.00 112 8086386400 PSIPE Western Mannagrass, 1,820.00 EA 2.75 5,005.00 2.00 3,640.00 1.50 2,730.00 Sprig 113 8085866600 PSIPE Boston Ivy, 1 Gal. 10.00 EA 15.00 150.00 25.00 250.00 20.00 200.00 114 8086336700 PSIPE Trumpet Honeysickle, 17.00 EA 15.00 255.00 37.00 629.00 20.00 340.00 1 Gal. 115 808602500 PSIPE Lady Bank's Rose, 1 14.00 EA 15.00 210.00 37.00 518.00 25.00 350.00 Gal. 116 8086137000 PSIPE Purple-Leaf 622.00 EA 5.00 3,110.00 5.00 3,110.00 3.00 1,866.00 Run By: Rob Lochmiller , Generated bya SharpeSoft Product 2/27/2008 City of Renton -Transportation Page 49 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: Tuesday.February 26,2008 2:30 PM Engineer's Tri-State Construction'Inc.: Buno Construction,LLC . Engineer:' James P.Wilhoit Estimate PO Box 3686 - 20219 99th Ave.SE^ . Bellevue,WA 00009-8009 ..Snohomish,WA 00009-8296: ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL Wintercreeper,4"Pot 117 8085985000 PSIPE Foxberry, 1 Gal. 8,814.00 EA 9.00 79,326.00 9.00 79,326.00 8.00 70,512.00 118 8020006560 Seeded Lawn Installation 1,730.00SY 2.70 4,671.00 1.00 1,730.00 1.00 1,730.00 119 8020006581 Bark Mulch 185.000Y 30.00 5,550.00 44.00 8,140.00 40.00 7,400.00 120 8020000013 Root Barrier-12"Depth 620.00 LF 9.00 5,580.00 8.00 4,960.00 4.00 2,480.00 121 8040000001 Cement Concrete Traffic 3,440.00 LF 18.00 61,920.00 12.00 41,280.00 18.00 61,920.00 Curb And Gutter 122 8070006735 Type C Block Traffic Curb 435.00 LF 18.00 7,830.00 15.00 6,525.00 15.00 6,525.00 123 8220006817 Painted Wide Line 3,060.00LF 0.60 1,836.00 0.50 1,530.00 0.50 1,530.00 124 8220006833 Plastic Traffic Arrow 11.00 EA 84.00 924.00 90.00 990.00 100.00 1,100.00 126 8220006859 Plastic Stop Line 70.00 LF 14.40 1,008.00 10.00 700.00 8.00 560.00 127 8220006866 Painted Bicycle Lane Symbol 12.00 EA 60.00 720.00 62.00 744.00 70.00 840.00 128 80900EA688 Raised Pavement Marker- 18.00 EA 336.00 6,048.00 185.00 3,330.00 200.00 3,600.00 Type 1 129 80900EA688 Raised Pavement Marker- 3.00 EA 504.00 1,512.00 390.00 1,170.00 400.00 1,200.00 Type 2 130 8210006890 Permanent Signing 1.00 LS 8,000.00 8,000.00 5,500.00 5,500.00 7,000.00 7,000.00 131 8200900000 Illumination System 1.00 LS 235,000.00 235,000.00 227,000.00 227,000.00 200,000.00 200,000.00 133 1100020001 Traffic Control 1.00LS 180,000.00 180,000.00 151,000.00 151,000.00 150,000.00 150,000.00 134 8200000070 City Interconnect System 1.00 LS 28,000.00 28,000.00 22,000.00 22,000.00 20,000.00 20,000.00 137 7050000072 Locking Solid Metal Cover 16.00 EA 300.00 4,800.00 650.00 10,400.00 300.00 4,800.00 And Frame For Catch Basin 138 7090000051 Select Imported Trench 1,540.00TON 40.00 61,600.00 20.00 30,800.00 10.00 15,400.00 Backfill 139 2090007006 Structural Excavation Class 2,512.000Y 20.00 50,240.00 32.00 80,384.00 12.00 30,144.00 Inc.Haul 140 7010007014 Gravel Backfill for Drains 10.00 CY 60.00 600.00 35.00 350.00 35.00 350.00 142 8130007045 Monument Case and Cover 2.00 EA 400.00 800.00 500.00 1,000.00 500.00 1,000.00 Run By: Rob Lochmiller ;, Generated by aSharpeSortProduct • III 4110 0 . 2/27/20080 _ 50 of 57 11:08 am City of Renton ransportation g Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: Tuesday February 26,2008 2:30 PM Engineer's Tri-State.Construction Inca Buno Construction;LLC ' Engineer: 'James.P.Wilhoit Estimate . PO Box 3686 .,:P,.,.:,,,,. '"20219 99th'Ave.'SE"`' : ;, Bellevue,WA 00009-8009��' Snohomish,WA 00009-8296 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 143 8140007055 Cement Conc.Sidewalk 1,115.00SY 42.00 46,830.00 32.00 35,680.00 32.00 35,680.00 144 8140067058 Cement Conc.Sidewalk 6.00EA 1,680.00 10,080.00 1,500.00 9,000.00 1,200.00 7,200.00 Ramp Type 2A 145 8140000020 Cement Conc.Sidewalk 2.00 EA 1,620.00 3,240.00 1,100.00 2,200.00 1,500.00 3,000.00 Ramp Type 4A 146 8060000010 Cement Concrete Driveway 155.00 SY 48.00 7,440.00 37.00 5,735.00 65.00 10,075.00 Entrance Type 1 147 8120007087 Coated Chain Link Fence 1,340.00LF 35.00 46,900.00 15.00 20,100.00 15.00 20,100.00 Type 3 148 8120007089 Coated Chain Link Fence 885.00 LF 50.00 44,250.00 18.00 15,930.00 17.00 15,045.00 Type 6 149 8120007106 Double 20 Ft.Coated Chain 2.00 EA 1,500.00 3,000.00 1,060.00 2,120.00 1,000.00 2,000.00 Link Gate 150 8240007100 Rock Retaining Wall 160.00TON 105.00 16,800.00 110.00 17,600.00 100.00 16,000.00 153 8180030001 Type A Locking Mailbox 5.00 EA 420.00 2,100.00 1,000.00 5,000.00 1,000.00 5,000.00 155 8180030003 Type C Locking Mailbox 1.00EA 1,000.00 1,000.00 2,250.00 2,250.00 1,000.00 1,000.00 156 1040001319 Minor Change 1.00 CALC 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 . 157 1070007736 SPCC Plan 1.00LS 1,000.00 1,000.00 20,000.00 20,000.00 5,000.00 5,000.00 159 1050000001 Contractor Supplied 1.00 LS 60,000.00 60,000.00 75,000.00 75,000.00 100,000.00 100,000.00 Surveying 160 8130000006 Resetting Existing Monument 1.00 EA 250.00 250.00 500.00 500.00 2,000.00 2,000.00 163 1071700003 Resolution of Utility Confli 1.00 EST 15,000.00 15,000.00 15,000.00 15,000.00 15,000.00 15,000.00 164 8300000030 6'Wood Fence 95.00 LF 30.00 2,850.00 25.00 2,375.00 25.00 2,375.00 165 4020000015 Gravel Backfill For 10.00 CY 60.00 600.00 35.00 350.00 40.00 400.00 Foundations 166 7050000055 Connect Structure to Existin 1.00 EA 500.00 500.00 2,000.00 2,000.00 2,500.00 2,500.00 Pipe 167 8140001000 Sidewalk Thickened Edge 65.00 SY 48.00 3,120.00 540.00 35,100.00 60.00 3,900.00 Run By: Rob Lochmiller Generated by a SharpeSoft Product 2/27/2008 City of Renton -Transportation Page 51 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: Tuesday February26,2008 2:30 PM Engineer's Tri-State Construction Inc. ' Buno Construction;LLC Engineer: 'James P.Wilhoit, Estimate PO Box 3686 20219 99th Ave:SE . Bellevue,WA 00009-8009'`.Snohomish;WA"00009-8296 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE ' TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 168 5040745725 HMA Driveway 2,345.00 SY 18.00 42,210.00 17.00 39,865.00 18.00 42,210.00 171 2090000001 Trench Excavation Safety 1.00 LS 34,000.00 34,000.00 10,000.00 10,000.00 100,000.00 100,000.00 Systems _ 172 1040011001 Finish and Cleanup 1.00 LS 15,000.00 15,000.00 30,000.00 30,000.00 25,000.00 25,000.00 173 1071700002 Utility Potholing 1.00 EST 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 174 5050005630 Cement Concrete Pavement- 790.00 SY 60.00 47,400.00 80.00 63,200.00 80.00 63,200.00 Pond Access Road _ 176 8010006402 SWPPP 1.00LS 30,000.00 30,000.00 125,000.00 125,000.00 40,000.00 40,000.00 Sub-Total: 5,742,092.00 5,781,930.00 6,391,611.50 Group: C RENTON UTILITY UNDERGROUND 001 1090000001 Mobilization 1.00 LS 50,000.00 50,000.00 40,000.00 40,000.00 20,000.00 20,000.00 138 7090000051 Select Imported Trench 1,650.00 TON 40.00 66,000.00 20.00 33,000.00 10.00 16,500.00 Backfill 171 2090000001 Trench Excavation Safety 1.00 LS 44,000.00 44,000.00 10,000.00 10,000.00 25,000.00 25,000.00 Systems 177 9010000001 Joint Utility Trench 3,110.00 LF 75.00 233,250.00 50.00 155,500.00 25.00 77,750.00 178 9010000002 Laterial Trench 920.00 LF 45.00 41,400.00 40.00 36,800.00 35.00 32,200.00 179 9010000003 Concrete Class 2500 For 3.00 CY 150.00 450.00 180.00 540.00 100.00 300.00 Encased Bends 180 9010001001 Install Utility Vault/Handho 5.00 EA 200.00 1,000.00 500.00 2,500.00 700.00 3,500.00 Comcast Type 1730 181 9010001002 Install Utility Vault/Handho 2.00 EA 100.00 200.00 1,000.00 2,000.00 1,100.00 2;200.00 Comcast Type 910 182 9010001003 Install Utility Vault/Handho 1.00 EA 200.00 200.00 500.00 500.00 700.00 700.00 Comcast Type 2 Junciont Box 183 9010001004 Install Utility Vault/Handho 1.00 EA 1,900.00 1,900.00 450.00 450.00 800.00 800.00 Comcast Type 25-TA Run By: Rob Lochmiller 0 Generated bya SharpeSoft Product III III . . , 2/27/2008110 City of Renton _ ransportation fie 52 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: Tuesday February 26;2008 2:30 PM Engineer's Tri-State Construction Inc... Buno Construction,LLC ' Engineer: James P.Wilhoit Estimate •PO Box'3686 20219 99th Ave.SE Bellevue,WA 00009-8009 Snohomish,WA 00009-8296 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 184 9010001005 Install Utility Vault/Handho 1.00 EA 2,200.00 2,200.00 500.00 500.00 800.00 800.00 Comcast Type 253-TA 185 9010002001 Install Utility Vault/Handho 4.00 EA 2,000.00 8,000.00 500.00 2,000.00 800.00 3,200.00 PSE Type 3642 186 9010002002 Install Utility Vault/Handho 2.00 EA 3,000.00 6,000.00 450.00 900.00 800.00 1,600.00 PSE Type 575 187 9010002003 Install Utility Vault/Handho 1.00 EA 5,000.00 5,000.00 1,200.00 1,200.00 1,300.00 1,300.00 PSE Type 5106 188 9010002004 Install Utility Vault/Handho 3.00 EA 200.00 600.00 350.00 1,050.00 700.00 2,100.00 PSE Type 1324 189 9010003001 Install Utility Vault/Handho 1.00 EA 200.00 200.00 350.00 350.00 750.00 750.00 Qwest Type 1730 190 9010003002 Install Utility Vault/Handho 2.00 EA 100.00 200.00 750.00 1,500.00 1,100.00 2,200.00 Qwest Type 910 191 9010003003 Install Utility Vault/Handho 3.00 EA 2,500.00 7,500.00 350.00 1,050.00 900.00 2,700.00 Qwest 467-TA - 193 9010003004 Install Utility Vault/Handho 1.00 EA 1,900.00 1,900.00 450.00 450.00 800.00 800.00 Qwest Type 25-TA 194 9010003005 Install Pedestal Riser-Qwe 4.00 EA 150.00 600.00 450.00 1,800.00 400.00 1,600.00 195 9010001501 Furnish And Install Conduit 925.00 LF 3.00 2,775.00 2.00 1,850.00 2.00 1,850.00 3/4"Diam-Comcast 196 9010001502 Install Conduit Pipe 2 Inch 5,545.00 LF 2.50 13,862.50 3.00 16,635.00 2.00 11,090.00 Diam.-Comcast 197 9010001503 Install Conduit Pipe 4 Inch 3,935.00 LF 3.50 13,772.50 4.00 15,740.00 3.50 13,772.50 Diam.-Comcast 198 9010002501 Install Conduit Pipe 2 Inch 2,590.00 LF 2.50 6,475.00 3.00 7,770.00 2.00 5,180.00 Diam.-PSE 199 9010002502 Install Conduit Pipe 3 Inch 1,495.00 LF 3.00 4,485.00 3.50 5,232.50 3.00 4,485.00 Diam.-PSE Run By: Rob Lochmiller Generated by a Sharp eSoft Product 2/27/2008 City of Renton -Transportation Page 53 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: .Tuesday February 26,2008 2:30 PM Engineer's Tri-State Construction Inc:'; Buno:Construction,LLC''' "-. ' :: Engineer: James P.Wilhoit Estimate PO Box 3686 " 20219 99th Ave.SE " Bellevue,WA 00009-8009 Snohomish;WA 00009-8296' ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 200 9010002503 Install Conduit Pipe 4 Inch 4,020.00 LF 3.50 14,070.00 5.00 20,100.00 4.50 18,090.00 Diam.-PSE 201 9010002504 Install Conduit Pipe 6 Inch 4,340.00 LF 4.00 17,360.00 5.00 21,700.00 4.00 17,360.00 Diam.-PSE 202 9010003501 Furnish And Install Conduit 745.00 LF 6.00 4,470.00 3.00 2,235.00 2.50 1,862.50 Pipe 1 Inch Diam.-Qwest 203 9010003502 Install Conduit Pipe 2 Inch 530.00 LF 2.50 1,325.00 3.00 1,590.00 3.00 1,590.00 Diam.-Qwest 204 9010003503 Install Conduit Pipe 4 Inch 4,565.00 EA 3.50 15,977.50 4.00 18,260.00 3.50 15,977.50 Diam.-Qwest 205 9010000004 Electrical Service 1.00 LS 52,200.00 52,200.00 85,000.00 85,000.00 75,000.00 75,000.00 Connections TAX Sales Tax @8.9% 1.00 DOLL 55,762.90 55,762.90 43,450.02 43,450.02 32,240.92 32,240.92 Sub-Total: 673,135.40 531,652.52 394,498.42 Group: D KING COUNTY UTILITY UNDERGROUND 001 1090000001 Mobilization 1.00 LS 50,000.00 50,000.00 30,000.00 30,000.00 10,000.00 10,000.00 015 2020000708 Cold Mix 15.00 TON 50.00 750.00 85.00 1,275.00 80.00 1,200.00 138 7090000051 Select Imported Trench 1,000.00 TON 40.00 40,000.00 19.52 19,520.00 10.00 10,000.00 Backfill 171 2090000001 Trench Excavation Safety 1.00 LS 26,000.00 26,000.00 10,000.00 10,000.00 10,000.00 10,000.00 Systems 177 9010000001 Joint Utility Trench 1,895.00 LF 75.00 142,125.00 50.00 94,750.00 25.00 47,375.00 178 9010000002 Laterial Trench 495.00 LF 45.00 22,275.00 40.00 19,800.00 35.00 17,325.00 179 9010000003 Concrete Class 2500 For 11.00 CY 150.00 1,650.00 180.00 1,980.00 100.00 1,100.00 Encased Bends 180 9010001001 Install Utility Vault/Handho 6.00 EA 200.00 1,200.00 500.00 3,000.00 700.00 4,200.00 Comcast Type 1730 186 9010002002 Install Utility Vault/Handho 4.00 EA 3,000.00 12,000.00 650.00 2,600.00 1,000.00 4,000.00 Run By: Rob Lochmiller , Generated by a Sharp ft Product III III • • 0 . 2/27/2008 City of Renton -Transportation Page 54 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date:' ":Tuesday February 26,2008 ' 2:30 PM':. Engineer's Tri-State Construction Inc: ' Buno Construction,`LLC "" Engineer:• James.P.Wilhoit .:'•' ' 'Estimate PO Box 3686 - 2021999th‘Ave:SE ' `''Bellevue,WA00009-8009`: Snohomish;WA'00009=8296.,;' -, ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL PSE Type 575 187 9010002003 Install Utility Vault/Handho 2.00 EA 5,000.00 10,000.00 1,200.00 2,400.00 1,300.00 2,600.00 PSE Type 5106 188 9010002004 Install Utility Vault/Handho 1.00 EA 200.00 200.00 300.00 300.00 700.00 700.00 PSE Type 1324 189 9010003001 Install Utility Vault/Handho 1.00 EA 200.00 200.00 300.00 300.00 700.00 700.00 Qwest Type 1730 191 9010003003 Install Utility Vault/Handho 1.00 EA 2,500.00 2,500.00 550.00 550.00 900.00 900.00 Qwest 467-TA 192 9010003007 Install Utility Vault/Handho 1.00EA 3,000.00 3,000.00 600.00 600.00 1,000.00 1,000.00 Qwest Type 4686-TA 194 9010003005 Install Pedestal Riser-Qwe 2.00 EA 150.00 300.00 450.00 900.00 400.00 800.00 195 9010001501 Furnish And Install Conduit 50.00 LF 3.00 150.00 2.00 100.00 2.00 100.00 3/4"Diam-Comcast 196 9010001502 Install Conduit Pipe 2 Inch 2,290.00 LF 2.50 5,725.00 3.00 6,870.00 2.50 5,725.00 Diam.-Comcast 197 9010001503 Install Conduit Pipe 4 Inch 1,780.00 LF 3.50 6,230.00 4.00 7,120.00 4.00 7,120.00 Diam.-Comcast 198 9010002501 Install Conduit Pipe 2 Inch 525.00LF 2.50 1,312.50 3.00 1,575.00 3.00 1,575.00 Diam.-PSE 199 9010002502 Install Conduit Pipe 3 Inch 225.00 LF 3.00 675.00 5.00 1,125.00 5.00 1,125.00 Diam.-PSE 200 9010002503 Install Conduit Pipe 4 Inch 3,340.00 LF 3.50 11,690.00 4.00 13,360.00 3.50 11,690.00 Diam.-PSE 201 9010002504 Install Conduit Pipe 6 Inch 3,240.00 LF 4.00 12,960.00 5.00 16,200.00 4.00 12,960.00 Diam.-PSE 202 9010003501 Furnish And Install Conduit 50.00 LF 6.00 300.00 10.00 500.00 10.00 500.00 Pipe 1 Inch Diam.-Qwest 203 9010003502 Install Conduit Pipe 2 Inch 55.00 LF 2.50 137.50 10.00 550.00 9.00 495.00 Run By: Rob Lochmiller Generated by a SharpeSoft Product 2/27/2008 City of Renton - Transportation Page 55 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date: Tuesday February 26,2008 2:30 PM Engineer's Tri-State Construction Inc.- Buno Construction,LLC , Engineer: James P.Wilhoit' Estimate ' PO Box 3686 20219 99th•Ave.SE " Bellevue,WA 00009-8009 ;':'Snohomish,WA.00009-8296 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL Diam.-Qwest 204 9010003503 Install Conduit Pipe 4 Inch 6,690.00 EA 3.50 23,415.00 4.00 26,760.00 3.50 23,415.00 Diam.-Qwest 205 9010000004 Electrical Service 1.00 LS 7,800.00 7,800.00 25,000.00 25,000.00 20,000.00 20,000.00 Connections TAX Sales Tax @ 8.9% 1.00 DOLL 34,050.96 34,050.96 25,555.02 25,555.02 17,497.85 17,497.85 Sub-Total: 416,645.96 312,690.02 214,102.85 Group: E WATER MAIN EXTENSION 001 1090000001 Mobilization 1.00 LS 50,000.00 50,000.00 20,000.00 20,000.00 25,000.00 25,000.00 015 2020000708 Cold Mix 10.00 TON 50.00 500.00 85.00 850.00 80.00 800.00 047 Furnish&Install 12"CI 52 1,500.00 LF 125.00 187,500.00 105.00 157,500.00 56.00 84,000.00 Water Pipe&Fittings W/Pol 048 Furnish&Install 8"CI 52 D 470.00 LF 90.00 42,300.00 95.00 44,650.00 42.00 19,740.00 Water Pipe&Fittings W/ Polyw 049 Furnish&Install 6"CI 52 D 87.00 LF 80.00 6,960.00 80.00 6,960.00 30.00 2,610.00 Water Pipe&Fittings W/ Polyw • 050 Furnish&Install 12 Inch Ga 9.00 EA 3,000.00 27,000.00 3,800.00 34,200.00 1,600.00 14,400.00 Valve Assembly 051 Furnsih&Install 8 Inch Gat 9.00 EA 1,500.00 13,500.00 3,200.00 28,800.00 900.00 8,100.00 Valve Assembly 052 Furnish&Install 6 Inch Gat 4.00 EA 1,000.00 4,000.00 3,000.00 12,000.00 700.00 2,800.00 Valve 053 Furnish&Install 6"Fire 7.00 EA 6,000.00 42,000.00 5,300.00 37,100.00 3,500.00 24,500.00 Hydrant Assembly 054 7090000018 Connection to Existing Water 10.00 EA 6,000.00 60,000.00 3,500.00 35,000.00 2,500.00 25,000.00 Main 055 3/4 Inch Water Service And 18.00 EA 6,500.00 117,000.00 1,800.00 32,400.00 1,000.00 18,000.00 Run By: Rob Lochmiller Generated bya SharpeSoft Product III III S . . 2/27/2008• • . ' . 11:08 am City of Renton - Transportation Page 56 of 57 Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis Bid Date:, Tuesday February 26,2008 2:30 PM Engineer's Tri-State Construction Inc. ''' Buno Construction,LLC Engineer: James P.Wilhoit Estimate PO Box 3686 20219 99th Ave.SE {'` ' Bellevue,WA.00009-8009 ;Snohomish,WA 00009-8296 ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL Connection To Existing Water Main 056 3/4 Inch Water Service And 15.00 EA 3,000.00 45,000.00 1,800.00 27,000.00 1,200.00 18,000.00 Connection To New Water Main 057 Vertical Adjustment 20.00 EA 3,000.00 60,000.00 2,500.00 50,000.00 1,000.00 20,000.00 Assembly For Water Main(8" &12") 058 7090000016 Concrete for Thrust Blocking 30.00 CY 300.00 9,000.00 200.00 6,000.00 100.00 3,000.00 and For Dead Man Blocking 138 7090000051 Select Imported Trench 1,500.00 TON 40.00 60,000.00 15.00 22,500.00 10.00 15,000.00 Backfill 171 2090000001 Trench Excavation Safety 1.00 LS 26,000.00 26,000.00 5,000.00 5,000.00 2,000.00 2,000.00 Systems TAX Sales Tax @ 8.9% 1.00 DOLL 66,817.64 66,817.64 46,276.44 46,276.44 25,182.55 25,182.55 Sub-Total: 817,577.64 566,236.44 308,132.55 Group: F SANITARY SEWER EXTENSION 001 1090000001 Mobilization 1.00 LS 50,000.00 50,000.00 15,000.00 15,000.00 7,200.00 7,200.00 015 2020000708 Cold Mix 10.00 TON 50.00 500.00 85.00 850.00 80.00 800.00 040 7170000022 Television Inspection of 743.00 LF 2.00 1,486.00 5.00 3,715.00 1.00 743.00 Sanitary Sewers 041 Furnsih And Install 6 Inch 159.00 LF 65.00 10,335.00 55.00 8,745.00 40.00 6,360.00 PVC Side Sewer Pipe 042 Furnish And Install 8 Inch 692.00 LF 75.00 51,900.00 80.00 55,360.00 50.00 34,600.00 PVC Sewer Pipe 042.1 Furnsih And Install 10 Inch 51.00 LF 90.00 4,590.00 175.00 8,925.00 80.00 4,080.00 PVC Sewer Pipe 043 Furnish And Install 54 Inch 3.00 EA 3,500.00 10,500.00 5,000.00 15,000.00 3,300.00 9,900.00 Diam Diam.Shallow Manhole Run By: Rob Lochmiller Generated by a SharpeSo/t Product 2/27/2008 City of Renton -Transportation Page 57 of 57 11:08 am Duvall Ave NE/Coal Creek Parkway SE Reconstruction Project Project Number:CAG 08-001 Contract No:CAG 08-001 Bid Results Analysis I Bid Date: -Tuesday February 26,2008 2:30 PM Engineer's' Tri-State Construction Inc. ' Buno Construction;"LLC Engineer: " James P.WilhoitEstimate " " PO Box 3686 ,20219 99th Ave.SE ' . .,Bellevue,WA"00009-8009' 'Snohomish;WA':00009-8296-, :, - ITEM ITEM CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL Type 044 Furnish And Install 48"Diam 4.00 EA 3,500.00 14,000.00 5,000.00 20,000.00 3,500.00 14,000.00 Sanitary Sewer Manhole Type B 045 Connect New Sewer To 1.00 EA 1,000.00 1,000.00 15,000.00 15,000.00 2,500.00 2,500.00 Existing Sewer Facility 138 7090000051 Select Imported Trench 800.00 TON 40.00 32,000.00 20.00 16,000.00 10.00 8,000.00 Backfill 152 Abandoned Existing Manhole 1.00 EA 1,000.00 1,000.00 1,000.00 1,000.00 800.00 800.00 171 2090000001 Trench Excavation Safety 1.00 LS 14,000.00 14,000.00 5,000.00 5,000.00 2,500.00 2,500.00 Systems TAX Sales Tax @ 8.9% 1.00 DOLL 17,026.68 17,026.68 14,648.96 14,648.96 8,141.99 8,141.99 Sub-Total: 208,337.68 179,243.96 99,624.99 Grand Total: 12,373,699.93 11,431,790.94 11,484,767.81 Total Bid: 12,373,699.9311,405,475.84 11,484,767.81 Calc/Entered Bid Diff.: 26,315.10 Difference from Low Vendor: 1,350,221.71 1,403,198.58, Total Subcontractors: Run By: Rob Lochmiller Generated by aSharpeSortProduct III • • . CITY OF RENTON BID TABULATION SHEET &OJECT: Duvall Ave.NE/Coal Creek Parkway SE Reconstruction; CAG-08-001 DATE: 2/26/2008 FORMS Responsible Adden- BIDDER Sub Bidder Triple Bid da BID List Determination Form Bond 3 Buno Construction LLC X X X X X $11,484,767.81 20219 99th Ave. SE Snohomish,WA 98296 Dan E. Buno Gary Merlino Construction Co., Inc. X X X X X $10,736,194.76 9125 10th Ave. S. Seattle, WA 98108 Gary Merlino Goodfellow Bros.,Inc. X X X X X $10,389,171.57 PO Box 598 $10,388,221.58* Wenatchee, WA 98807 Cynthia K. Beattie Marshbank Construction,Inc. X X X X X $10,162,219.14 ,Box 97 $10,162,274.14* e Stevens,WA 98258 Dave Marshbank MidMountain Contractors, Inc. X X X X X $11,352,262.25 PO Box 2909 Kirkland, WA 98083-2909 Mark Mills Northwest Cascade, Inc. X X X X X $10,080,569.21 PO Box 73399 $10,081,569.23* Puyallup, WA 98373 Steven R. Barger R.W. Scott Construction Co. X X X X X $10,815,315.97 4005 W. Valley Hwy., Suite A $10,843,485.97* Auburn, WA 98001 Ronald W. Scott Tri-State Construction X X X X X $11,105,175.81 PO Box 3686 $11,431,790.94* Bellevue, WA 98009 Ron Augustino OGINEER'S ESTIMATE TOTAL: $12,373,699.93 LEGEND: Form:Triple Form:Non-Collusion Affidavit,Anti-Trust Claims,Minimum Wage *corrected Sub:Subcontractor's List CITY OF RENTON COUNCIL AGENDA BILL 6 AI#: t d. 1 • Submitting Data: For Agenda of: 3/17/2008 Dept/Div/Board.. AJLS/City Clerk Staff Contact Bonnie I. Walton Agenda Status Consent X Subject: Public Hearing.. Appeal of Hearing Examiner's decision dated 2/18/2008 Correspondence.. regarding the RTC Short Plat application. (File No. Ordinance LUA-07-088, SHP) Resolution Old Business Exhibits: New Business City Clerk's letter (3/7/2008) Study Sessions Information Appeal - James L. Voght (3/3/2008), includes Hearing Examiner's Decision (2/28/2008) Recommended Action: Approvals: Refer to Planning and Development Committee. Legal Dept Finance Dept Other Fiscal Impact:41• N/A Expenditure Required... Transfer/Amendment Amount Budgeted Revenue Generated Total Project Budget City Share Total Project.. SUMMARY OF ACTION: Appeal of the Hearing Examiner's decision on the RTC Short Plat application was filed on 3/3/2008 by James L. Voght accompanied by the required $75 fee. STAFF RECOMMENDATION: Council to take action on the RTC Short Plat application appeal. cc: Jennifer Henning Larry Warren III Rentonnet/agnbill/ bh .s, -.-- ) CITY OF RN'TOl City Clrk41 Denis Law,Mayor : Bonnie L.Walton. . • March 7, 2008 • - APPEAL FILED BY: James L. Voght • " RE: Appeal of Hearing Examiner's decision'dated:2/181200 regarding the RTC Short Plat. application,located at 630 Monroe Ave: NE., (File No.'LUA-07-088, SI-IP) To Parties of Record: - • - Pursuant to Title.IV, Chapter 8, Renton City Code of Ordinances, written appeal of the hearing examiner'sdecision on the;RTC Short Plat application has been filed with the City Clerk' : - In accordance with Renton Municipal Code Section 4-8-110F,,the City Clerk shall notify,all parties of record of:the receipt of the appeal: Other parties of record maysubmit.letters_li"mited. • to support of their positions within ten (10).days of thedate of mailing"of the'notific-ation of the ' filing of the appeal. The deadline•for submission Of additional'letters is 5:00 pm, March 17; - 2008. NOTICE IS HEREBY GIVEN.that the written`'appeal and other:pertinent documents-will be:" - reviewed by the Council's Planning arid DeelopmenfCoriirriittee: The,Council Liaison will notify all parties of record-of the date:and.time of the.Planning:and;Development.Committee meeting. If you are not listed in local telephone directories"and wish-to attend the meeting,, , 0 please call the Council Liaison at"425-430 6501 for information: The recommendation of the ' Committee will be presented for consideration,,by:the;fu>'ll Council at a subsequent Council - meeting. = ; Attached are a copy:.of the appeal and ii copy of the Renton Municipal Code regarding appeals of , Hearing".Examiner decisions or.recon nnendations. Please note that the City Council will be considering"the merits of the appeal based"upon".the:writtenrecord-:'previously established. ` ' .- -• Unless"a showing""can be" made that additifi al�evidence=could not reasonably have":been;availab• le at the prior hearing held by the.Hearing:Exarmner, na o'further_evidence"or testimony on this - " '• matter will be accepted by the Cit Council; y For additional information or assistance;please-feel free to call me at 425=43.0-6502.. _ Sincere"ly,. yid , ' Bonnie I "Walton: . City Clerk Attachments .cc: Council.Liaison • 1055 South Grady Way-Renton, Washington 98057-(425.)430-6510.%FAX(425)430-6516 RENTO,N AHEAD OF tHE CURVE t■44k This paper contains50°/recycled material,.30%postconsumer - City of Renton Municipal Code; Title IV, Chapter 8, Section 110—Appeals 4-8-110C4 The notice of appeal shall be accompanied by a fee in accordance with RMC 4-1-170, the fee schedule of the City. (Ord. 3658, 9-13-82) • 4-8-110F: Appeals to City Council —Procedures 1. Time for Appeal: Unless a specific section or State law providing for review of decision of the Examiner requires review thereof by the Superior Court or any other body, any interested party aggrieved by the Examiner's written decision or recommendation may submit a notice of appeal to the City Council, upon a form furnished by the City Clerk,within fourteen (14) calendar days from the date of the Examiner's written report. 2. Notice to Parties of Record: Within five (5) days of receipt of the notice of appeal, the City Clerk shall notify all parties of record of the receipt of the appeal. 3. Opportunity to Provide Comments: Other parties of record may submit letters in support of their positions within ten (10) days of the dates of mailing of the notification of the filing of the notice of appeal. 4. Transmittal of Record to Council: Thereupon the Clerk shall forward to the members of the City Council all of the pertinent documents, including the written decision or recommendation, findings and conclusions contained in the Examiner's report, the notice of appeal, and additional letters submitted by the parties. (Ord. 3658, 9-13-1982) 5. Council Review Procedures: No public hearing shall be held by the City Council. No new or additional evidence or testimony shall be accepted by the City Council unless a showing is made by the party offering the evidence that the evidence could not reasonably have been available at the time of the hearing before the Examiner. If the Council determines that additional evidence is required, the Council shall remand the matter to the Examiner for reconsideration and receipt of additional evidence. The cost of transcription of the hearing record shall be borne by the applicant. In the absence of an entry upon the record of an order by the City Council authorizing new or additional evidence or testimony, and a remand to the Hearing Examiner for receipt of such evidence or testimony, it shall be presumed that no new or additional evidence or testimony has been accepted by the City Council, and that the record before the City Council is identical to the hearing record before the Hearing Examiner. (Ord. 4389, 1-25-1993) 6. Council Evaluation Criteria: The consideration by the City Council shall be based solely upon the record, the Hearing Examiner's report, the notice of appeal and additional submissions by parties. 7. Findings and Conclusions Required: If, upon appeal of a decision of the Hearing Examiner on an application submitted pursuant to RMC 4-1-050F1, and after examination of the record, the Council determines that a substantial error in fact or law exists in the record, it may remand the proceeding to Examiner for reconsideration, or modify, or reverse the decision of the Examiner accordingly. 8. Council Action: If,upon appeal from a recommendation of the Hearing Examiner upon an application submitted pursuant to RMC 4-1-050F2 and F3, and after examination of the record, the Council determines that a substantial error in fact or law exists in the record, or that a recommendation of the Hearing Examiner should be disregarded or modified, the City Council may remand the proceeding to the Examiner for reconsideration, or enter its own decision upon the application. 9. Decision Documentation: In any event,the decision of the City Council shall be in writing and shall specify any modified or amended findings and conclusions other than those set forth in the report of the Hearing Examiner. Each material finding shall be supported by substantial evidence in the record. The burden of proof shall rest with the appellant. (Ord 3658, 9-13-1982) 10. Council Action Final: The action of the Council approving, modifying or rejecting a decision • of the Examiner shall be final and conclusive, unless appealed within the time frames established under subsection G5 of this Section. (Ord. 4660, 3-17-1997) APPEAL TO RENTON CITY COUNCIL OF HEARING EXAMINER'S DECISION/RECOMMENDATION APPLICATION NAME P s d;-A / FILE NO.L/i/ -1,7-2)85 CI1Y OF RENTON he undersigned interested party hereby files its Notice of Appeal from the decision or recommendation of the Land Use Hearing Examiner, dated /i,di-uQry /f9 , 2008. MAR 0.3 2008 1. IDENTIFICATION OF PARTY / RECEIVCLE,RICED O APPELLANT; REPRESENTATIVE(IF ANY): `f 3'71(114FF* Name: - a �.y' 2„ _d717/ Name: Address: 7/G Mord P de/vim Address: Phone Number: -/-/2_,_.6"- Z _ -2sz8 Phone Number: Email: t /17, 7/ Gc ,Z .s/7 ( ' Email: 2. SPECIFICATION OF ERRORS (Attach additional sheets, if necessary) Set forth below are the specific errors or law or fact upon which this appeal is based: Finding of Fact: (Please designate number as denoted in the Examiner's Report) No. Error: )I Correction: • Conclusions: No. Error: Correction: Other: No. Error: Correction: 3. SUMMARY OF ACTION REQUESTED The City Council is requested to grant the following relief: (Attach explanation, if desired) Reverse the decision or recommendation and grant the following relief: Modify the decision or recommendation as follows: Cc, �� Remand to the Examiner for further consideration as follows: itlef( l,datts DeiSdc b`( Other: Ad kagoakt, t-Ktn 6x Ap lant/Representative Signature Type/Printed Name y Date NOTE: Please refer to Title IV,Chapter 8,of the Renton Municipal Code, and Section 4-8-110F,for specific appeal procedures. City of Renton Municipal Code;Title IV, Chapter 8, Section 110—Appeals 4-8-110C4 The notice of appeal shall be accompanied by a fee in accordance with RMC 4-1-170, the fee schedule of the City. (Ord. 3658, 9-13-82) • 4-8-110F: Appeals to City Council —Procedures 1. Time for Appeal: Unless a specific section or State law providing for review of decision of the Examiner requires review thereof by the Superior Court or any other body, any interested party aggrieved by the Examiner's written decision or recommendation may submit a notice of appeal to the City Council, upon a form furnished by the City Clerk, within fourteen (14)calendar days from the date of the Examiner's written report. 2. Notice to Parties of Record: Within five (5) days of receipt of the notice of appeal, the City Clerk shall notify all parties of record of the receipt of the appeal. 3. Opportunity to Provide Comments: Other parties of record may submit letters in support of their positions within ten (10) days of the dates of mailing of the notification of the filing of the notice of appeal. 4. Transmittal of Record to Council: Thereupon the Clerk shall forward to the members of the City Council all of the pertinent documents, including the written decision or recommendation, findings and conclusions contained in the Examiner's report, the notice of appeal, and additional letters submitted by the parties. (Ord. 3658, 9-13-1982) 5. Council Review Procedures: No public hearing shall be held by the City Council. No new or additional evidence or testimony shall be accepted by the City Council unless a showing is made by the party offering the evidence that the evidence could not reasonably have been available at the time of the hearing before the Examiner. If the Council determines that additional evidence is required, the Council shall remand the matter to the Examiner for reconsideration and receipt of additional evidence. The cost of transcription of the hearing record shall be borne by the applicant. In the absence of an entry upon the record of an order by the City Council authorizing new or additional evidence or testimony, and a remand to the Hearing Examiner for receipt of such evidence or testimony, it shall be presumed that no new or additional evidence or testimony has been accepted by the City Council, and that the record before the City Council is identical to the hearing record before the Hearing Examiner. (Ord. 4389, 1-25-1993) 6. Council Evaluation Criteria: The consideration by the City Council shall be based solely upon the record, the Hearing Examiner's report, the notice of appeal and additional submissions'by parties. 7. Findings and Conclusions Required: If, upon appeal of a decision of the HearingExaminer g q P PP on an application submitted pursuant to RMC 4-1-050F1, and after examination of the record, the Council determines that a substantial error in fact or law exists in the record, it may remand the proceeding to Examiner for reconsideration, or modify, or reverse the decision of the Examiner accordingly. 8. Council Action: If, upon appeal from a recommendation of the Hearing Examiner upon an application submitted pursuant to RMC 4-1-050F2 and F3, and after examination of the record, the Council determines that a substantial error in fact or law exists in the record, or that a recommendation of the Hearing Examiner should be disregarded or modified, the City Council may remand the proceeding to the Examiner for reconsideration, or enter its own decision upon the application. 9. Decision Documentation: In any event, the decision of the City Council shall be in writing and shall specify any modified or amended findings and conclusions other than those set forth in the report of the Hearing Examiner. Each material finding shall be supported by substantial evidence in the record. The burden of proof shall rest with the appellant. (Ord 3658, 9-13-1982) 10. Council Action Final: The action of the Council approving, modifying or rejecting a decision • of the Examiner shall be final and conclusive, unless appealed within the time frames established under subsection G5 of this Section. (Ord. 4660, 3-17-1997) James L. Voght NOTICE OF APPEAL- 1 716 Monroe Ave.NE Renton, WA 98056 Tel: 425-255-2528 • March 3, 2008 City of Renton 1055 S. Grady Way Renton, WA 98057 TO THE RENTON CITY COUNCIL Regarding an Appeal of a REPORT AND RECOMMENDATION RTC SHORT PLAT By the OFFICE OF THE HEARING EXAMINER LUA-07-088-SHPL-A Fred J. Kaufman,Hearing Examiner Appellant: James L. Voght, Party of Record NOTICE OF APPEAL James L. Voght, as a Party of Record and who lives within 300 feet of this project, appeals the decision of the City of Renton Hearing Examiner,dated February 18, 2008;regarding an ADMINISTRATIVE SHORT PLAT REPORT &DECISION,dated October 23, 2007;that Plat Restrictions for lot size can be met by gross, rather than net, lot size. Attached: A copy of the above Hearing Examiners REPORT AND RECOMMENDATION (Feb. 18, 2008) • Notice of Appeal to RTC Short Plat by James L. Voght(November 5, 2007) Letter from City Attorney Ann Nielsen to Hearing Examiner(Oct. 19, 2007) Letter from City Development Services Division Neil Watts (July 24, 2007) References: CITY'S REPORT AND DECISION on RTC SHORT PLAT LUA-07-088-SHPL-A(Oct. 23, 2007) City definition of Lot- Page 11-22, 23 and 24 (Revised 12/05) CITY'S REPORT AND DECISION for Chen Short Plat [LUA-07-010-SHPL-A] (March 20, 2007) Chen Short Plat—Appealed and appeal dropped before the hearing by Ms. Nielsen RELEVANT FACTS Legal Description of the RTC Short Plat-LUA-07-088,SHPL-A is as follows: Lot 3, Block 2, Stewart's Highland Acre Tracts as recorded in Vol. 43 of Plats,Page 17, records of King County, Washington. Stewart's Highland Acre Tracts, Vol. 43 of Plats,Page 17;has the following restriction on the face of the plat. RESTRICTIONS No Lot or Portion of a lot of this plat, excepting those lots which are hereinafter restricted to business use, shall be divided and sold, or resold, or ownership changed or transferred, whereby the ownership of any portion of this plat shall be less than the area required for the use district stated on this plat, namely 6000 sq.ft.for suburban use, with a minimum lot width of 60 feet. • All lots in this plat are restricted to S-2 Suburban use. " NOTICE OF APPEAL -2 RELEVANT FACTS (Continued) • Renton Municipal Code,page 11-23 (Revised by the Renton City Council - 12/05)— [LOT: A fractional part of divided lands having fixed boundaries,being of sufficient area and dimension to meet minimum zoning requirements for width and area, excluding private access easements. The term shall include "tracts"or"parcels."I I appeal the Report and Recommendation for the following reasons: 1. Statements on Page 2 by Ms.Nielsen that she had determined that my appeal was not an appeal of the determination,but of the plat itself. The appeal was based on the City's Report for this Short Plat 2. Ms. Nielsen's letter(Oct. 19, 2007)to the Hearing Examiner that she had determined that Mr. Watts's administrative decision of July 24, 2007; was advisory in nature. She stated that Mr. Watts is now retracting that letter. Not only was that letter not retracted, it is being used for staff guidance for reviewing short plats. Ms.Nielsen's letter was written solely to cancel a scheduled hearing appealing that administrative decision. As there was no intention to retract the administrative decision,this was intentionally meant to deceive Mr. Kaufman and myself. Not an action that I would expect from a City attorney. 3. Page 6, Paragraph 5: . . . "The size of the lots is their actual platted size . . ."may be true;however the Renton Municipal Code has a different definition of a lot. As Mr. Kaufman concedes earlier in the report,the Renton Municipal Code specifically excludes private access easements. I do not believe we are discussing King County procedures and codes,but are discussing the City of Renton's codes. I strongly believe that revisions to the RMC belong in the domain of the Renton City Council,not in the III domain of Administrative Decisions. Knowledge of Administrative Decisions tend to be known only to City personnel that work within that Department and the few that come in direct contact or conflict with those decisions. Note: My understanding is that the restrictions and covenants on the face of Plats of Record are binding until they are removed by a judicial decision. The development does not comply with the Stewart's Highlands Acre Tract restrictive covenant that binds the plat to lot sizes of 6,000 square feet and a minimum width of 60 feet. The lot areas are not 6,000 square feet when the private access easement is excluded. Based on the foregoing facts and arguments, Appellant James L. Voght, requests that the Renton City Council enter an order that this administrative decision be overturned. Respectfully yours/4'9/CO-h/ ZeJ s L. Voght, PLS Appellant • February 18, 2008 1111 OFFICE OF THE REARING EXAMINER CITY OF RENTON .REPORT AND RECOMMENDATION APPELLANT: James L. Voght 716 Monroe Ave NE Renton,WA 98056 APPLICANT: Keith Demps 11214 148t Ave SE Renton,WA 98055 RTC Short Plat Appeal LUA-07-088, SHPL-A PUBLIC HEARING: After reviewing the Appellant's written requests for a hearing and examining available information on file, the Examiner conducted a public hearing on the subject as follows: MINUTES The following minutes are a summary of the January 29, 2008 hearing. The legal record is recorded on CD. The hearing opened on Tuesday, January 29, 2008, at 9:25 a.m. in the Council Chambers on the seventh floor of the Renton City Hall. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit No. 1: Staff file containing the original Exhibit No. 2: Short Plat Map appeal letter and site information, by reference. Parties Present: Andrea Petzel, Development Services Neil Watts,Development Services Director, City of Renton Ann Nielsen, Assistant City Attorney James Voght, Appellant Keith Demps, Applicant i Testimony began with: RTC Short Plat Appeal LUA-07-088, SHPL-A February 18, 2008 Page 2 • Ann Nielsen, Assistant City Attorney stated that what really was at issued today was a restrictive covenant,this is a King County Restrictive Covenant that emerged in the 1950's and it has been determined that it is a public covenant. As a result, the City of Renton is able to step into this matter and the parties do have jurisdiction to interpret and enforce this restrictive covenant. Current CityCode requires square foot net, what is reallyat issue here is the issue of net densityversus q 5,000q gross density. Neil Watts as Director,under Code 4.1.080a sub 1 was able to make a determination under that particular code,he will outline how he came to the determination that it was gross and not net. This restrictive covenant is going to impact several different short plat applications in the surrounding area. This is not an appeal of the determination, but of the plat itself. Andrea Petzel, Development Services stated this project was a three lot short plat in the R-8 zone. The property address is 630 Monroe Avenue NE. The entire site is surrounded by R-8 zoning to the north, east and south. Across the street the zoning is Industrial—Light,The Renton Technical College. Proposed density would be 7.89 dwelling units/net acre. All three lots would share access via a 26-foot private access easement. Lots 1 and 2 gross size is 6,769 square feet, net size for both lots would be 5,000 square feet, and Lot 3 gross is 6,348 square feet and is unaffected. There are no critical areas on site and 10 significant trees. There is an existing home, which may have been demolished. Mr. Voght stated that one issue generated by the Chen Short Plat is that the City Attorney elected to call the • administrative decision as an opinion rather than a decision. The City code requires a minimum lot size,which deducts the access areas. The covenants are speculation until defined and they still call for a 6,000 square foot lot. They do not have a lot of 6,000 square feet by the City's own definition, and now suddenly the City is using the term"gross" which is not there, there are not two definitions in the code. When the Chen Short Plat appeal was going to be discontinued, it is still a two-lot short plat, there has been no appeal to that and on paper it appears that Chen Short Plat is still a two-lot short plat. It was presumed on the Chen Short Plat that he wanted to stop it,that was not correct. The appeal stated that he was appealing the administrative decision on a short plat that did not have the correct lot areas. The City's attorney indicated that the administrative decision would be retracted,to date it has not been retracted. He also feels that at the present time the administrative decision is being used for submission of future short plats and the concept of gross as opposed to net. The code should be formalized. The City supplied him with information from King County and how they made their decisions. Andrea Petzel upon questioning by the Examiner stated that the width of Lot 1,north to south, would be 99.53 feet with the 16-foot easement and 64 feet deep. All lots currently meet the code standard of 5,000 square feet net. All lots currently meet the King County restrictive covenant standard of 6,000 square feet gross. They are also 60-feet in width. Upon questioning by Ms. Nielsen, Mr. Voght stated that there are not private easements on the plat, the issue of net or gross would not be raised. It would be a lot of speculation, it would be necessary to find the person that • originally approved that plat. He has an opinion as to whether the net or gross lot size should be used for this short plat. Lot 3 on this particular plat, it is a net lot. RTC Short Plat Appeal LUA-07-088, SHPL-A I February 18, 2008 • Page 3 The Examiner stated that if the parties on either side are not satisfied with his decision, it may be appealed to the City Council, if still not satisfied they may go to Superior Court. They Court may then be able to interpret the covenants, they have more jurisdiction and can make changes. Neil Watts, Director Development Services stated that in the area of current land use planning there are some areas that are very difficult to deal with,expansion or alterations of non-conforming uses,vesting, and restrictive covenants are certainly high on the list. Restrictive covenants are not code. Zoning is something the City can change upon the citizens,however, restrictive covenant is something that a property owner elects to do, and in this case those restrictive covenants were placed at the request of the County. The County has elected to treat them as a public restrictive covenant and has gone through the process of eliminating them. They feel they no longer serve a valid purpose. The City has not taken that action, however, those covenants were placed by King County and the City has now taken over the role that the County had in those days and the property owner elected to do that. The restriction that was placed in the 50's is of importance because that is the restriction that is still valid today. Whether the County intended this to be gross area vs.net area, the County to this date does not use net area calculation for lot sizes. It would be difficult to surmise that in the 50's they were doing that. This decision is different than the Chen decision, they were in error in Chen. Normally net or gross is not used and instead private access easements are subtracted out. 111 These lots meet two standards, by the restrictive covenant they need to be a minimum of 6,000 square feet gross, by the city code standard, which they also need to meet, they need to be a minimum of 5,000 square feet with the access easement deducted. They meet both standards. Upon questioning by Mr. Voght, Mr. Watts stated that on the Chen short plat decision, it was restricted either to reduce it to a two-lot short plat or have the restrictive covenant removed. They did not appeal that decision and after the appeal date the applicant requested further information. It was agreed that for these restrictive covenants the proper application was as gross area. It does not change that short plat decision, the applicant can come in for a new short plat if he elects to do so. The Examiner made a statement about how the City has changed it code and plats need to have a front yard setback from either a street or a private access of 15 feet. There have been changes since the number of plats that Mr. Voght cited, it is necessary to look at the current code and what this particular plat is proposing. This plat does meet the code requirements. The question is whether these lots meet what a 6,000 foot lot is under the covenants that were done, that is what he must consider. There was extensive discussion on code structure and the meaning of the covenant as it pertains to this short plat and how previous short plats in the same area are not held to these particular restrictions. Ms. Petzel clarified that for proposed Lot 1, the actual depth is 64 feet, which does not meet the minimum requirements of 65 feet. There is a condition of approval that the short plat be redrawn so that lot 1 does meet • that requirement. The Examiner stated that Lot 1 is peculiar, it is a corner lot in some respects. The sheet he had before him shows the width to be 68.5 feet from Monroe to the east. RTC Short Plat Appeal LUA-07-088, SHPL-A February 18, 2008 Page 4 • Ms.Petzel stated that there were two short plat drawings that came in and she has it listed as 64 feet. It appears that things have changed. The Examiner continued that it appears that Lot 3 is narrower and is shown as 70 feet and Lot 2 is shown as 66 feet and Lot 1 as 64 feet. The last page of the printed material is dated July 2007 and is obviously not the plat that they are looking at today. They determined the map that is actually being used to design the project and it Was marked Exhibit 2. Ms. Nielsen stated that there was no retraction of the Chen Short Plat, rather she wrote Mr.Voght a letter saying the hearing was going to be mooted, and that his money would be returned. The Chen file has nothing to with the hearing today, it is a totally separate matter. Keith Demps, 11214 148th SE,Renton 98055 stated that he was unclear, in the standard practice of the City of Renton how do the codes get defined, are they adopted or does the City have a right to make changes to County codes. Mr.Watts stated that all property is rezoned as it comes in from King County, the zone changes to what it currently is in the City. The Examiner called for further testimony regarding this project. There was no one else wishing to speak, and no further comments from staff. The hearing closed at 10:25 am. • FINDINGS, CONCLUSIONS & RECOMMENDATION Having reviewed the record in this matter, the Examiner now makes and enters the following: FINDINGS: 1. The appellant, James L. Voght, hereinafter appellant, filed an appeal of an administrative decision approving a short plat. 2. The appeal was filed in a timely manner on November 6, 2007. 3. The appellant lives within a block of the subject site. 4. The City approved a three-lot short plat for property located at 630 Monroe Avenue NE. The short plat is called the RTC Short Plat. 5. The short plat divides the parcel into three lots arrayed from west to east, creating one lot on Monroe, Proposed Lot 1, with two interior lots,Proposed Lots 2 and 3. The interior lots would be accessed via a 26-foot wide private easement that runs along the north property line and crosses the north portions of Proposed Lot 1 and 2. 6. Proposed Lots 1 and 2 would each be approximately 6,769 square feet while Proposed Lot 3 would be 6,348 square feet. The easement area for access across Lots I and 2 would be approximately 1,769 square feet on each. If the easement area were subtracted from the full area, Proposed Lots 1 and 2 1111 would each have approximately 5,000 square feet. RTC Short Plat Appeal LUA-07-088, SHPL-A February 18, 2008 • Page 5 7. Proposed Lots 1 and 2 are 68.05 feet wide and 68.08 feet wide respectively. Proposed Lot 3 is 63.90 feet wide. The lots are all approximately 99.36 feet deep, their north-south dimension. 8. The appellant alleges that the approval of the RTC short plat violates a restrictive covenant that applies to the subject site. The covenant restriction at issue states: "No Lot or Portion of a lot of this plat, excepting those lots which are hereinafter restricted to business use, shall be divided and sold, or resold, or ownership changed or transferred, whereby the ownership of any portion of this plat shall be less than the area required for the use district stated on this plat,namely 6000 sq. ft. for suburban use, with a minimum lot width of 60 feet. All lots of this plat are restricted to S-2 Suburban use." 9. The City determined that the underlying covenants cited above still apply to the subject site. They determined that each of the proposed lots meet or exceed the 6,000 square foot minimum required by covenant and all of the proposed Lots are greater than 60 feet wide. 10. The appellant alleges that City Code Section 4-11-120 specifies that a "lot" does not include areas covered by access easements and,therefore, these proposed lots do not comply with the covenants. 11. Section 4-11-120, which contains definitions used in code beginning with the letter "L" states the following: • "LOT: A specifically described parcel of land with boundary lines defining the extent of the lot in a given direction. LOT: A fractional part of divided lands having fixed boundaries,being of sufficient area and dimension to meet minimum zoning requirements for width and area, excluding private access easements.The term shall include "tracts" or"parcels." See LOT TYPES. LOT MEASUREMENTS: A. Lot Depth: Depth of a lot shall be considered to be the average distance between the foremost points of the side lot lines in front(i.e.,the points where the side lot lines intersect with the street right-of-way line) and the rearmost points of the side lot lines in the rear. In the case of pipestem lots, the pipestemportion of the lot shall be ignored for purposes of the calculation pP � PIP of average depth. B. Lot Width: Width of a lot shall be considered to be the average distance between the side lines connecting front and rear lot lines, except for pipestem lots, where the pipestem portion of a lot shall be ignored for purposes of calculating the average width. LOT LINES: The property lines bounding the lot." • 12. The Administrator made some earlier decisions on property similarly affected by these or similar covenants. Those earlier decisions are not before this office. It appears from the record and testimony that earlier interpretations or decisions may not have been intended as binding or appealable determinations. This office cannot examine those decisions in this proceeding. RTC Short Plat Appeal LUA-07-088, SHPL-A February 18, 2008 Page 6 • CONCLUSIONS: 1. The appellant has the burden of demonstrating that the decision of the City Official was either in error, or was otherwise contrary to law or constitutional provisions, or was arbitrary and capricious(Section 4- 8-110(E)(7)(b). The appellants have failed to demonstrate that the action of the City should be modified or reversed. The decision is affirmed. 2. Arbitrary and capricious action has been defined as willful and unreasoning action in disregard of the facts and circumstances. A decision, when exercised honestly and upon due consideration of the facts and circumstances, is not arbitrary or capricious(Northern Pacific Transport Co. v Washington Utilities and Transportation Commission, 69 Wn. 2d 472,478 (1966). 3. An action is likewise clearly erroneous when,although there is evidence to support it, the reviewing body, on the entire evidence, is left with the definite and firm conviction that a mistake has been committed. (Ancheta v Daly, 77 Wn. 2d 255, 259(1969). An appellant body should not necessarily substitute its judgment for the underlying agency with expertise in a matter unless appropriate. 4. The code defines a lot as "being of sufficient area and dimension to meet minimum zoning requirements for width and area, excluding private access easements." That definition is used to define the area needed to meet the zoning code's development envelope or development standards for a lot. These lots apparently meet those standards. They are 5,000 square feet(after subtracting the easement area) and they are approximately 99 feet deep(73 feet deep if one excludes the easement's 26 foot width) and approximately 65 to 68 feet wide. So they meet the developmental regulations and can be developed. But their actual size is determined by their lot dimensions-that is their width and depth without excluding easement areas. Since these three lots are all generally,normal rectangles, then their actual areas would be calculated by multiplying the width and depth dimensions. They are all in excess of 6,000 square feet in area. The fact that an easement crosses the lots and has an impact on how much of the remaining lot is developable does not define "lot" size. 5. The appellant has failed to demonstrate that an error has been made. The size of the lots is their actual platted size and they are all greater than 6,000 square feet. The fact that the City has determined it wants a certain building envelope for a single-family home to exclude the easement area does not affect the real size of a parcel. It appears that these three lots comply with both the City's current zoning standards and also comply with the underlying covenants. 6. The decision below should not be reversed without a clear showing that the decision is clearly erroneous or arbitrary and capricious. This office can find no reason to reverse the decision below. DECISION: The decision is affirmed and the appeal is denied. ORDERED THIS 18th of February 2008 II/ FRED J. KAUFNIN HEARING EXAMINER RTC Short Plat Appeal LUA-07-088, SHPL-A February 18, 2008 • Page 7 TRANSMITTED THIS 18th day of February 2008 to the parties of record: Neil Watts Ann Nielsen Andrea Petzel Development Services Director Assistant City Attorney Development Services City of Renton City of Renton City of Renton James Voght Keith Demps Dan Touma 716 Monroe Ave S 11214 148t SE 6632 S 19151 Place Ste. #E102 Renton, WA 98056 Renton,WA 98055 Kent, WA 98032 TRANSMITTED THIS 18`h day of February 2008 to the following: Mayor Denis Law Dave Pargas, Fire Jay Covington, Chief Administrative Officer Larry Meckling,Building Official Julia Medzegian, Council Liaison Planning Commission Gregg Zimmerman,PBPW Administrator Transportation Division Alex Pietsch, Economic Development Utilities Division Jennifer Henning,Development Services Neil Watts,Development Services Stacy Tucker, Development Services Janet Conklin,Development Services Renton Reporter • Pursuant to Title IV, Chapter 8, Section 100Gof the City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m., March 3, 2008. Any aggrieved person feeling that the decision of the Examiner is ambiguous or based on erroneous procedure, errors of law or fact, error in judgment, or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written request for a review by the Examiner within fourteen(14)days from the date of the Examiner's decision. This request shall set forth the specific ambiguities or errors discovered by such appellant, and the Examiner may, after review of the record, take further action as he deems proper. An appeal to the City Council is governed by Title IV, Chapter 8, Section 110, which requires that such appeal -be filed with the City Clerk, accompanying a filing fee of$75.00 and meeting other specified requirements. Copies of this ordinance are available for inspection or purchase in the Finance Department, first floor of City Hall. An appeal must be filed in writing on or before 5:00 p.m.,March 3, 2008. If the Examiner's Recommendation or Decision contains the requirement for Restrictive Covenants, the executed Covenants will be required prior to approval by City Council or final processing of the file. You may contact this office for information on formatting covenants. The Appearance of Fairness Doctrine provides that no ex parte(private one-on-one) communications may occur concerning pending land use decisions. This means that parties to a land use decision may not communicate in private with any decision-maker concerning the proposal. Decision-makers in the land use process include both the Hearing Examiner and members of the City Council. All communications concerning the proposal must be made in public. This public communication permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence. Any violation of this doctrine would result in the invalidation of the request by the Court. • The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. yøT .oCITY OF RENTON u; + • '• • Planning/Building/PublicWorks Department • Kathy Keolker,Mayor • Gregg Zimmerman P.E.,Administrator N • III : : . 1 . . 1 . . _ . . July 24, Y2007 . Mohanimad'K. Jalalyar ,' MRK Engineering 14218 SE 10`f'Street . 'Bellevue, WA 98007 Subjects Chen_Short.Plat. • .LUA 07=010,.SIIPL-A .. , Dear Mr. Jalalyar: This letter is in response to,your request for a determination:from the'City regarding the -: • . . restrictive covenant for lots in the Stewarts Highland Acres Tract. These lots are bound to a King ' , - County restrictive covenant requiring:a minimum lotsize:of 6.,000 square feet and.a-minimum lot , width of 60 feet Specifically, the restrictive covenant states . • " . . "No lot or portion,of a lot shall be divided and sold or resold or.ownership changed.or , -. -_ ` transferred.whereby the.ownershiip of any portionof this plat shall be les _than 6,000. " square feet for suburban S-2 use,'with a minimum.lot width of 60 feet. " . . For. ti poses of subdivision, the city has deterinined.thatthe;6;000 square foot- minimum can be P rP ty _ q ,; : ,41).. met by gross,rather-than net, lot"size'. • This administrative decision will become:final if not appealed:to the Hearing Examiner_by 5.:00p.m. on August.7,2007. .Appeals must be filed in writing,.together with the required $75:00 •- • , application,fee,-to: -Hearing'Examiner, City of Renton; 1055:South Grady-Way,Renton; WA Please contact me or the project manager,Andrea Petzel,.at(425)430-7200 if you:have any . questions: . Sincerely, AIePiC' -a . ' i . _ Neil-Watts,Director : . . ' Development Services Division " _ • •.cc; Ruben Chen,'Owner ' Andrea Petzel,Associate Planner . = i`Voghit '•Party of Record- . - . . " - LUA 07-010, SHPL-A • 1055 South Grady Way.-Renton,Washington 98057.-+ . , R. N• T 1 V 0 �� - AHEAD OF THE CURVE •.jo This paper Contains 50%recycie'dmaterial,30%post consumer • _ • roc �� , CITY RENTON Aim) 4. = + Office of the City Attorney ,ep --..____bill ''''' '.› Kathy Keolker,Mayor Lawrence J.Warren • Senior Assistant City Attorneys Mark Barber Zanetta L.Fontes Assistant City Attorneys Ann S.Nielsen October 19, 2007 Garmon Newsom II Shawn E. Arthur Fred Kaufman, Hearing Examiner City of Renton 1055 S. Grady Way Renton, WA 98055 Re: Chen Short Plat/Voght Appeal—LUA 07-010, SHPL-A Dear Mr. Examiner: The above-referenced appeal was previously continued and is currently scheduled to resume on Tuesday, October 23, 2007. The City of Renton("City") had requested a continuance to look into several issues and having done so, the City is now prepared to report the following to the • Examiner: The City issued is Administrative Decision on the Chen Short Plat on March 20,2007. The appeal period for this decision passed with no appeals filed. The Applicant then sent a letter to the City dated July 17, 2007 seeking clarification on an issue in the Administrative Decision. The Development Services Director Neil Watts then send a response to this July 17,2007 letter dated July 24,2007. Appellant Voght then filed an appeal based on the answer contained in Mr. Watt's July 24, 2007 letter. After careful review, the City has determined that the July 24, 2007 letter was advisory in nature, and therefore, should not have given rise to an appeal. Therefore, Mr. Watts is now retracting that letter which effectively negates the appeal. He will be contacting Mr. Voght to inform him of this. The statue of the Chen plat now remains with the decision and conditions setforth in the March 20, 2007 report, which were never appealed.' 1 The Chen Administrative Report Decision's#4 states: "The applicant shall revise and resubmit the short plat plan as a two-lot subdivision,thereby ensuring lot sizes of 6,000 sq. feet(net)and a minimum 60' width;or,remove the restrictive covenant from the plat to allow for a three-lot subdivision."This provision dictates the current status of the Chen's short plat. Presumably,the likely desired outcome sought by Mr.Voght in this appeal(to prevent the platting of the 3 lot short plat)would now result with the withdrawal of the letter and subsequent dismissal of the appeal As to the advisory"interpretation"of gross vs.net issue set forth in Mr. Watt's letter,the City anticipates that this IIIissue will arise again in a new subsequent case which contains similar issues. But, those issues will be addressed in the Administrative Report and assuming a timely appeal is filed against that Report,this gross vs.net issue can be properly addressed before the Hearing Examiner at a later date. Post Office Box 626-Renton, Washington 98057-(425)255-8678/FAX(425)255-5474 ` N • Chen/Voght Appeal • October 19,2007 Page 2 Assuming the Hearing Examiner concurs with this assessment,there will be no need to hold the continued hearing on Tuesday. Accordingly, the City respectfully requests that you strike the scheduled hearing. Sincerely, • Ann Nielsen Asst. City Attorney cc: James L. Voght,Appellant Mohammad Jalalyar,PE Gregg Zimmerman Neil Watts [:£.,L.:, ATir;a Andrea Petzel I HEREBY DECLARE, UND -r=_jALTY OF PERJURY • Larry Warren PURSUANT 'TO, THE LAWS OF THE STATE OF WASHINGTON, THAT I MAILED A COPY OF THIS 11111 DOCUMENT TO ALL'ATTORNEYSOF RECORD AND ALL PARTIES,IF ANY,NOT REPRESENTED BYCOUN3EL ON '.10— 11-0-1 ,POSTAGE PREPAID. D_ LARANT • James L. Voght NOTICE OF APPEAL- 1 716 Monroe Ave.NE Renton, WA 98056 Tel: 425-255-2528 • November 5, 2007 City of Renton 1055 S. Grady Way Renton, WA 98057 TO THE HEARING EXAMINER OF THE CITY OF RENTON Regarding an Appeal of a decision by the RTC SHORT PLAT Planning/Building/Public Works Department LUA-07-088-SHPL-A Gregg Zimmerman P.E., Administrator Appellant: James L. Voght, Party of Record NOTICE OF APPEAL James L. Voght, as a Party of Record and who lives within 300 feet of this project, appeals the decision of the City of Renton Planning/Building/Public Works Department regarding an ADMINISTRATIVE SHORT PLAT REPORT& DECISION, dated October 23,2007;that Plat Restrictions for lot size can be met by gross, rather than net, lot size. A copy of the above CITY'S REPORT AND DECISION is attached(October 23, 2007) A copy of City definition of Lot-Page 11-22, 23 and 24 (Revised 12/05) • A copy of CITY'S REPORT AND DECISION for Chen Short Plat [LUA-07-010-SHPL-A] is attached (March 20,2007)—Letter from City Attorney to Hearing Examiner(10/19/2007)—Letter from City's Neil Watts (7/24/07)—Copy of Chen Short Plat Appeal RELEVANT FACTS Legal Description of the RTC Short Plat- LUA-07-088, SHPL-A is as follows: Lot 3, Block 2, Stewart's Highland Acre Tracts as recorded in Vol. 43 of Plats, Page 17,records of King County, Washington. Stewart's Highland Acre Tracts,Vol. 43 of Plats, Page 17;has the following restriction on the face of the plat. "RESTRICTIONS No Lot or Portion of a lot of this plat, excepting those lots which are hereinafter restricted to business use, shall be divided and sold, or resold, or ownership changed or transferred, whereby the ownership of any portion of this plat shall be less than the area required for the use district stated on this plat, namely 6000 sq.ft.for suburban use, with a minimum lot width of 60 feet. All lots in this plat are restricted to S-2 Suburban use. " Renton Municipal Code, page 11-23 (Revised 12/05)—[LOT: A fractional part of divided lands having fixed boundaries,being of sufficient area and dimension to meet minimum zoning requirements for width and area, excluding private access easements. The term shall include"tracts" or"parcels.") • NOTICE OF APPEAL -2 I appeal the following underlined portions of the Report and Decision: Report and Decision—F. DEPARTMENT ANALYSIS: • There is an existing restrictive covenant on the underlying parcel, which was originally part of the Stewart's Highland Acre Tracts Plat. The covenant states: "No lot or portion of a lot shall be divided and sold or resold or ownership changed or transferred whereby the ownership of any portion of this plat shall be less than 6,000 square feet for suburban S-2 use, with a minimum lot width of 60 feet. " (Not an exact quote from the plat,but close.) (1.) The covenant references King County zoning that was in effect at the time the plat was recorded with the county. In order to remove the restrictive covenant, the applicant would need to seek approval from the other property owners in the plat, or prove that the intent of the County was to comply with whatever the applicable zoning was in place at the given time. Otherwise,the applicant must meet the covenant requirements. (2.)As proposed,the RTC Short Plat does meet the covenant requirements for 6,000 square foot lots (as measured by gross lot size), and the required lot width of 60 feet. Report and Decision—G. FINDINGS: 4. Zoning: The proposal as presented complies with the zoning requirements and development standards of the R-8 zoning designation,provided all advisory notes and conditions of approval are complied with. (3.) The development also complies with the Stewart's Highlands Acre Tract restrictive covenant that bind. the plat to lot sizes of 6,000 square feet and a minimum width of 60 feet. (1.) "The covenant references King County zoning" is an opinion only. At this time it is a plat restriction. (2.) As proposed,the RTC Short Plat does not comply with the Stewart's Highlands Acre Tract restrictive covenant to lot sizes of 6,000 square feet. The Renton Municipal Code excludes private access easements from LOT areas. In these calculations the private access easement is included in the LOT areas as shown in Report and Decision-F. d)Lots: Lot size Table on Page 6. (3.) The development does not comply with the Stewart's Highlands Acre Tract restrictive covenant to lot sizes of 6,000 square feet. Again,the RMC excludes private access easements from LOT areas. Both (2.) and (3.) are in direct conflict with both the Renton Municipal Code and previous decisions on Short Plats within Stewart's Highlands Acre Tract. Short Plats of Record in Stewart's Highlands Acre Tract 1. Heifa Short Plat—LUA 98-032 SHPL,Lots 1 & 2,Block 2 2. Anicello Short Plat—LUA 96-073 SHPL,Lots 5 & 6,Block 2 3. Jay Hill Short Plat—LUA 03-067 SHPL,Lot 1 & Lot 3,Block 1 4. Chen Short Plat- LUA 07-010 SHPL-A,Lot 2,Block 1 The above 4 Short Plats comply with the Renton Municipal Code as of the dates of their application and • Stewart's Highland Acre Tracts restrictive covenant. NOTICE OF APPEAL-3 Reference: Chen Short Plat • Report and Decision—J. DECISION: Chen Short Plat,LUA 07-010,SHPL-A 4. The applicant shall revise and resubmit the short plat plan as a two-lot subdivision,thereby ensuring lot sizes of 6,000 square feet(net) and a minimum 60' width; or,remove the restrictive covenant from the plat to allow for a three-lot subdivision. 3/20/07. The Report and Decision was to be appealed by 4/03/07 or it would be final. There is a letter to MIRK engineering from the City(4/13/07) stating the decision above is final as no appeals have been filed to date for this Short Plat. Chen Short Plat LUA 07-010, SHPL-A (continued) There was an Administrative Decision for the Chen Short Plat(July 24, 2007) in response to the applicant's engineer, stating in part: For purposes of subdivision,the City has determined that the 6,000 square foot minimum can be met by gross, rather than net, lot size. Appeal by 5 pm 8/07/07 or it will become final. I appealed this decision on August 7, 2007. The City requested and was granted a continuance, rescheduled to October 23, 2007. Friday, October 19, 2007,the City's attorney stated that Mr. Watts was retracting his administrative decision and requested you to strike the scheduled hearing. The letter also stated, The status of the Chen Short Plat now remains with the decision and conditions set forth in the March 20, 2007 report. I received this letter Monday, October 22, 2007 and called your office about the hearing. I discovered you had not received the letter from the City's attorney yet. Later, I was told by your office,that the hearing was canceled. In this letter from the City requesting that the hearing be cancelled,there was a statement that the appealed administrative decision would be retracted. To date, I have not received a letter of retraction. In addition, the letter(footnote 1) . . ."Presumably, the likely desired outcome sought by Mr. Voght in this appeal (to prevent the platting of the 3 lot short plat)would now result with the withdrawal of the letter and subsequent dismissal of the appeal." This was an incorrect presumption,the appeal was the statement; "that Plat Restrictions for lot size can be met by gross, rather than net, lot size. This appeal is based on the same issue. 1. At the time of recordation of the underlying plat, King County did have jurisdiction to require compliance with their Codes in effect at that time. The City requires covenants on their plats, as well. 2. The RTC Short Plat only meets the City of Renton's R8 Zoning by being revised to a 2-Lot Short Plat as previously determined for the Chen Short Plat OR REMOVE THE RESTRICTIVE COVENANT FROM THE PLAT. 3. Considering the gross lot area for each lot is prohibited by the Renton Municipal Code's definition of a Lot. The restrictions on the face of this Plat have not been removed. As an owner of property in this Plat, I have not even been contacted for an attempt at removal of any restrictions. My understanding is that the restrictions and covenants on the face of Plats of Record are binding until they are removed by a judicial decision. • NOTICE OF APPEAL-4 The RTC Short Plat as a 3-lot short plat does not meet the City's Single-Family Residential R8 Zoning at the present time and will not until such time as the City revises their definition of a lot and/or decides to remove plat covenants from consideration by planners, surveyors and engineers. • The appealed Administrative Short Plat Report and Decision dated 10/23/2007 Report and Decision—F. DEPARTMENT ANALYSIS: . . . As proposed, the RTC Short Plat does meet the covenant requirements for 6,000 square feet(as measured by gross lot size) and the required lot width of 60 feet. " The RTC Short Plat does not meet the covenant requirements for 6,000 square feet. Previous decisions by the City exclude private access easements from Lot calculations by definition. Report and Decision—G: FINDINGS 5. Zoning ". . . The development also complies with the Stewart's Highlands Acre Tract restrictive covenant that binds the plat to lot sizes of 6,000 square feet and a minimum width of 60 feet. " The development does not comply with the Stewart's Highlands Acre Tract restrictive covenant that binds the plat to lot sizes of 6,000 square feet and a minimum width of 60 feet. The lot areas are not 6,000 square feet when the private access easement is excluded. Appellant James L. Voght,on the foregoing facts and arguments, pp requests that the Hearing Examine enter an order that this administrative decision be overturned. Respectfully yours, James L. Voght, PLS Appellant • / CITY OF RENTON COUNCIL AGENDA BILL AI#: 6 , e.. , • Submitting Data: For Agenda of: Dept/Div/Board.. CED/Economic Development March 17, 2008 Staff Contact Suzanne Dale Estey x 6591 Agenda Status Consent X Subject: Public Hearing.. Appropriation of unallocated fund balance to derelict Correspondence.. vessel removal projects and waiver of City of Renton Ordinance permitting fees Resolution Old Business Exhibits: New Business Waiver request from Washington State Department of Study Sessions Natural Resources Information Recommended Action: Approvals: Council Concur Legal Dept Ordinance Finance Dept Other Fiscal Impact: ioExpenditure Transfer/Amendment Required...200,000 200,000 Amount Budgeted Revenue Generated Total Project Budget $200,000 City Share Total Project.. SUMMARY OF ACTION: Since 2005, the City has been working with the state Department of Natural Resources on the removal of two derelict and abandoned drydocks on Lake Washington off shore from Quendall Terminals. City permit fees for the removal of the drydocks anticipated to be approximately $1,500 would be waived. Additionally, the City agrees to allocate $200,000 of unallocated fund balance for derelict vessel removal projects. STAFF RECOMMENDATION: Authorize the Department of Community & Economic Development to waive permitting fees related to the state's removal of derelict and abandoned drydocks on Lake Washington offshore from Quendall Terminals and allocate $200,000 of unallocated fund balance for derelict vessel removal. 0 #, WASHINGTON STATE DEPARTMENT OF Caring for Natural Resources your natural resources NEW Doug Sutherland-Commissioner of Public Lands ... now and forever 0040 R60o1 114G March 7, 2008 Mp,R 1 � 2° 004 Gerald Wasser Development Services Division—Development & Planning Renton City Hall 1055 S. Grady Way Renton, WA 98057 Dear Mr. Wasser: The Washington Department of Natural Resources (DNR) is undertaking the removal of two large sunken dry docks from Lake Washington within the City of Renton's shoreline jurisdiction. The project will significantly improve the Renton shoreline by reducing hazards to area boaters, improving aesthetics and removing a significant attractive nuisance. It will also facilitate cleanup of the contaminated aquatic sediments in the area. Since we are another government agency abating a nuisance within Renton's shoreline I herebyrequest that the i . jurisdiction q City of Renton waive the fee for the Shorelineu S bstantial Development permit or exemption and d I also • request that the City conduct the SEPA review and waive the fee for that review. I have enclosed our SEPA checklist for your review. We will be submitting the Shoreline Permit application next week. If you have any questions about this project,please feel free to contact me by phone at 360-902-1574 or by e-mail at melissa.rnontgornery(a'dnr.wa.gov. Thank you for your time. We look forward to a successful removal this summer. Sincerely, Melissa Montgomery, Program anager Sr g Enclosure cc. Jennifer Henning, City of Renton(without attachment) Erin Breckel,Floyd I Snider(without attachment) 110 AQUATIC-RESOURCES DIVISION I 1111 WASHINGTON ST SE I MS 47027 I OLYMPIA,WA 98504-7027 TEL(360)902-1100 I FAX(360)902-1786 I TTY(360)902-1125 I WWW.DNR.WA.GOV nfi,w'a EQUAL OPPORTUNITY EMPLOYEER RECYCLED PAPER • CITY OF RENTON, WASHINGTON ORDINANCE NO. AN ORDINANCE OF THE CITY OF RENTON, WASHINGTON, AMENDING THE 2008 BUDGET, ALLOCATING $200,000 FROM THE UNALLOCATED RESERVE FUND BALANCE FROM 2007 FOR DERELICT VESSEL REMOVAL PROJECTS. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DOES ORDAIN AS FOLLOWS: SECTION I. Appropriation in the Unallocated Reserve Fund Balance from 2007 is hereby decreased as follows: Fund 2008 Original Budget 2008 Adjusted Non-Departmental (000-005) Budget Increase Budget Unallocated Reserve Fund Balance $0 $200,000 $200,000 • Source of funds: Budget Unallocated Reserve Fund Balance SECTION II. This ordinance shall be effective upon its passage, approval, and 30 days after publication. PASSED BY THE CITY COUNCIL this day of , 2008. Bonnie I. Walton, City Clerk APPROVED BY THE MAYOR this day of , 2008. Denis Law, Mayor • t r • Approved as to form: Lawrence J. Warren, City Attorney Date of Publication: ORD.1448:3/11/08:scr • • • 2 .`. CITY OF RENTON COUNCIL AGENDA BILL AI#: • Submitting Data: For Agenda of: Dept/Div/Board.. Community Services/Parks Division March 17, 2008 Staff Contact Todd Black, ext. 6571 Agenda Status Consent X Subject: Public Hearing... Teasdale Park Landscape Architecture Services Correspondence.. Ordinance Resolution Old Business Exhibits: New Business Issue Paper Study Sessions Consultant Agreement Information Recommended Action: Approvals: Council Concur Legal Dept X Finance Dept Other Fiscal Impact: • Expenditure Required... $37,100.00 Transfer/Amendment --- Amount Budgeted $297,000.00 Revenue Generated --- Total Project Budget $297,000.00 City Share Total Project.. $297,000.00 SUMMARY OF ACTION: Thomas Teasdale Park has an outdated irrigation system (approximately 30 years old). A new system will be more efficient in watering, utilizing the latest computer technology. In addition, a sub-grade drainage system will be designed for a portion of the multi-purpose field, allowing for safer playing conditions. Consultant services will include irrigation and sub-grade drainage design, and bidding and construction administration. The project will be advertised to bid later this year. Cascade Design Collaborative, Inc. was previously selected to perform this work. However, a contract was not executed with this firm due to insufficient response during the scope and proposal phase. Therefore, MacLeod Reckord is proposed as the new consultant. STAFF RECOMMENDATION: Authorize the Mayor and City Clerk to execute the contract with MacLeod Reckord in the amount of$37,100.00 for landscape architecture services for Teasdale Park. • H:\TBlack\M-Z\Teasdale Park\Contract\Council\2008-067mb(Teasdale-AgendaBill-MR).doc �Y U�„ ®�� COMMUNITY SERVICES DEPARTMENT �e'P/ MEMORANDUM DATE: March 10, 2007 TO: Marcie Palmer, Council President City Council Members VIA: Denis Law, Mayor FROM: �� Terry Higashiyama\Community Services Administrator STAFF CONTACT: Leslie Betlach, Parks Director(x-6619) Todd Black, Capital Project Coordinator(x-6571) SUBJECT: Thomas Teasdale Park—Agreement for Services ISSUE: Should the Mayor and City Clerk be authorized to execute the Agreement for Services with MacLeod Reckord to provide landscape architecture services? SRECOMMENDATION: Staff recommends approval of the Agreement for Services with MacLeod Reckord in the amount of$37,100.00 for landscape architecture services. BACKGROUND SUMMARY: Thomas Teasdale Park has an outdated irrigation system for a portion of the park. The new design will cover the entire park, and will be more efficient. In addition, a sub-grade drainage system will be designed for a portion of the multi-purpose field, providing safer playing conditions. The project will be advertised to bid later this year. Cascade Design Collaborative, Inc. was previously selected to perform this work; however, a contract was not executed with this firm due to insufficient response. Therefore, MacLeod Reckord is proposed as the new consultant. CONCLUSION: Designing new irrigation and sub-grade drainage systems will increase water efficiency and provide safer playing conditions at Thomas Teasdale Park. • H:\Black\M-Z\Teasdale Park\Contract\Council\2008-066mb(Teasdale-IssuePaper-MR).doc 1`SY •.NTO� CITY OF RENTON COMMUNITY SERVICES DEPARTMENT CONTRACT AGREEMENT THIS AGREEMENT is made as of the day of , 2008, between the CITY OF RENTON, a municipal corporation of the State of Washington, hereinafter referred to as "CITY" and MacLeod Reckord hereinafter referred to as"CONTRACTOR", to design new irrigation and grading at Thomas Teasdale Park, 601 South 23rd Street, Renton, Washington. The City and Contractor agree as set forth below. 1. Scope of Services. The Contractor will provide all material and labor necessary to perform all work described in the Proposal which is included with this Agreement as Attachment"A". 2. Changes_ nScope of Services.. The City, without invalidating-the Contract, may order changes in the Services consisting of additions, deletions or modifications, the Contract Sum being adjusted accordingly. Such changes in the work shall be authorized by written Change Order signed by the City and the Contractor. • 3. Time of Performance. The Contractor shall commence performance of the Contract no later than ten (10)calendar days after Contract's final execution, and shall complete the full performance of the Contract not later than December 31,2008. 4. Term Of Contract. The Term of this Agreement shall end at completion of the enclosed scope of work. This Agreement may be extended to accomplish change orders, if required, upon mutual written agreement of the City and the Contractor. 5. Contract Sum. The total amount of this Contract is the sum of$37,100.00, which includes Washington State Sales Tax. 6. Method of Payment. Payment by the City for the Services will only be made after the Services have been performed and a voucher or invoice is submitted in the form specified by the City. Payment will be made thirty(30)days after receipt of such voucher or invoice. The City shall have the right to withhold payment to the Contractor for any work not completed in a satisfactory manner until such time as the Contractor modifies such work so that the same is satisfactory. 7. Employment. The Contractor's employees are not, at any time, employees of the City of Renton. 8. Assignment nment and Subcontract. The g Contractor shall not assign or subcontract any portion of this Contract without express written consent of the City of Renton. 9. Record Keeping and Reporting. The Contractor shall maintain accounts and records, which properly • reflect all direct and indirect costs expended and services provided in the performance of this Agreement. The Contractor agrees to provide access to any records required by the City. H:\tblack\a-z\teasdalepark\contracts(mr).doc REV:11/07 10. Hold Harmless. The Contractor shall indemnify, defend and hold harmless the City, its officers, • agents, employees and volunteers, from and against any and all claims, including claims from third parties, losses or liability, or any portion thereof, including attorneys fees and costs, arising from injury or death to persons, including injuries, sickness, disease or death to Contractor's own employees, or damage to property occasioned by a negligent act, omission or failure of the Contractor. The parties have negotiated a waiver of Title 51 RCW and the immunities of that title are hereby waived, for the purposes of this section only, should an employee of either party make a claim sue or pursue a cause of action against the other party. 11. Insurance. The Contractor shall secure and maintain in force throughout the duration of the Contract Commercial General Liability insurance in the amount of$2,000,000;Auto Liability insurance in the amount of$1,000,000; Excess Liability insurance in the amount of$1,000,000; and proof of Workers' Comp coverage. The City of Renton shall be named as a Primary and Non-contributory Additional Insured on the policy. A certificate of insurance and endorsement page, evidencing the contractor's insurance coverage and Additional Insured provisions, shall be delivered to the City before executing the Work on this Agreement. 12. Compliance with Laws. The Contractor and all of the Contractor's employees shall perform the services in accordance with all applicable federal, state, county and city laws, codes and ordinances. 13. Discrimination Prohibited. CONTRACTOR/CONSULTANTNENDOR, with regard to work performed under this agreement, will not discriminate on the grounds of race, color, national origin, religion, creed, age, sex, the presence of any physical or sensory handicap, or sexual orientation, in the • selection and/or retention of employees, or procurement of materials or supplies. 14. Conflicts. In the event of any inconsistencies between contractor proposals and this contract, the City of Renton contract shall prevail. 15. Prevailing Wage Rates. By executing this Contact, the Contractor agrees to comply with the State prevailing wage requirements as set forth in the Contract Documents. This Agreement is entered into as of the day and year written above. CONTRACTOR CITY OF RENTON Signature Signature Denis Law, Y Ma or Printed Name and Title Printed Name and Title Business Name Attest Bonnie I.Walton,City Clerk Mailing Address Printed Name and Title • City State Zip Telephone H:\tblack\a-z\teasdalepark\contracts(mr).doe REV:11/07 Todd Black-Teasdale Pro•osal..df g. 1- e. .._ • EXHIBIT A THOMAS TEASDALE PARK IMPROVEMENTS PLAN Scope of Work March 7,2008 MacLeod Reckord Tasks: Task 1 Project Startup On site scoping with Owner to discuss procedures, submittal requirements and schedule.Review existing site survey information. Prepare site plan. Site visit to inspect existing irrigation system and review irrigation standards. Task 2 Establish Program Provide preliminary conceptual cost estimates to assist with the establishment of a specific park improvement program that can be built for the available $250,000.00 budget(including sales tax).Meet with Owner to finalize program. Task 3 Design Development(60%Documents) Design development documents will be developed to fix and describe the size, character,elevation and relationships for all project improvements through plans, • sections and elevations, typical construction details, material selections, equipment layouts,and outline specifications.Proposed construction program will be tested against design development cost estimates. Design development documents will be reviewed by staff.A design review meeting with staff will be held to review comments. Task 4 Contract Documents Based on staff approved design development, produce documents for construction consisting of drawings, specifications, and other documents setting forth in detail the requirements for construction, bidding and contracting for construction of the project. The consultant will provide special provisions and technical specifications in CSI format and coordinate Owner provided front end documents.Provide a final opinion of probable construction costs.Submit a 100% review set for review by Owner. Meet with Owner to review comments. Assist Owner with grading and drainage permit submittal.Provide all necessary changes and corrections as required by Owner review,permit requirements or consultant quality control checking. Task 5 Bidding Assist the Owner with the solicitation of competitive bids for construction of the project including: assistance writing the advertisement to bid, answer bidder's questions,issue required addenda,and attend a pre-bid conference at the site. Page 1 of 2 t • Task 6 Limited Construction Administration Services The consultant will provide limited construction administration services which include: attend a pre-construction conference, attend weekly on site construction meetings (8 total), review contractor submittals, samples, and shop drawing, process change orders as required, review contractor pay requests, answer contractor requests for information, and perform four irrigation installation inspections,punch list and back check observations. Task 7 Project Closeout Assist the Owner with the closeout process including: oversight of the contractor's responsibilities with respect to warranties,release of liens,operation and maintenance manuals and record drawings. Upon approval of redline drawings from the contractor indicating changed conditions form the contract documents, the consultant will convert revisions to project CAD files and submit both hard and electronic copies of the record drawing files to the Owner. End of Scope of Work • Page 2 of 2 • LI o a, c nt' 1 m, N; MacLeod Reckord FEE DERIVATION �; Landscape Architects Project:Thomas Teasdale Park 3_; Date: March 7,2008 o o': AD HOURS RATE/FEE 1 TASK PRINC LA DRAFT WP PRINC LA DRAFT WP SUBTOTAL TOTAL $• CL $140 $105 $80 $70 140 CONTRACT DOCUMENTS Cover Sheet 2 2 - 210 160 - s Survey 1 1 - 105 80 - TESCP 2 2 - 210 160 - ; Site Plan(Layout) 2 2 - 210 160 - ' Grading and Underdrainage Plan 1 2 4 140 210 320 - Irrigation Plan 1 15 8 140 1,575 640 - Alternate Delineation 1 2 - 105 160 - Details 1 8 8 140 840 640 - Specifications 1 8 4 140 840 - 280 Final Cost Estimate 1 4 1 140 420 - 70 QC/QA 2 280 - - - Submit for Owner Review 1 1 - 105 - 70 ' Assist Owner with Permitting 1 4 1 140 420 - 70 Meet with Owner 2 280 - - - Pick-Up Comments 1 2 4 1 140 210 320 70 Administration 2 280 - - - 10,480 150 BIDDING " Advertisement 1 1 140 - - 70 Answer Bidder Questions 2 - 210 - - Issue Required Addenda 1 2 4 140 210 - 280 Attend Pre-Bid Conference 3 420 - - - Award and NTP 1 140 - - - Administration 1 140 - - - 1,750 •• : 1 1 = Page2of3 la • • 110 a) °4 i • EL wK ,co, 10, 7_!, . 1, 4 CD ,# !CL, MacLeod Reckord FEE DERIVATION ,q-D-,,,, Landscape Architects Project:Thomas Teasdale Park Oi Date: March 7,2008 °v • y f HOURS RATE/FEE TASK PRINC LA DRAFT WP PRINC LA DRAFT WP SUBTOTAL TOTAL a; 110 PROJECT INITIATION $140 - $105 - $80 - $70 - --ht Initial On Site Meeting with Owner 3 3 420 315 - - $ 1 Review Existing Survey 1 - 105 - - Prepare Base Plan 1 2 - 105 160 - Review Irrigation Standards 1 - 105 - - Administration 1 140 - - - 1,350 120 ESTABLISH PROGRAM Preliminary Conceptual Cost Estimate 2 2 1 280 210 - 70 V Review with•Owner 2 280 - - - ( Finalize Scope 1 140 - - - I Administration 1 140 - - - 1,120 130 DESIGN DEVELOPMENT(60%DOCS.) ? '' TESCP 2 2 - 210 160 - u Site Preparation Plan 2 2 - 210 160 - Site Plan 4 8 - 420 640 - Grading Plan and Underdrainage Plan 1 2 4 140 210 320 - Irrigation Plan 1 15 8 140 1,575 640 - Alternate Delineation 1 2 - 105 160 - a Details 1 8 8 140 840 640 - h i. Cost Estimate 1 4 1 140 420 - 70 Outline Specifications 6 4 - 630 - 280 4 Submit for Owner Review 1 1 - 105 - 70 Meet with Owner 2 2 280 210 - - Administration 2 280 - - - 9,195 "i s; 11 1 1 1 Page 1 of 3 t f f 0 1P LW Po CO 11)1 Cs N' �y{ Ct.: MacLeod Reckord FEE DERIVATION ri Landscape Architects Project:Thomas Teasdale Park TYDate: March 7,2008 0 HOURS RATE/FEE fv, TASK PRINC LA DRAFT WP PRINC LA DRAFT WP SUBTOTAL TOTAL $140 $105 $80 $70 I Q, 160 LIMITED CONSTRUCTION ADMINISTRATION Pre-Construction Conference 3 3 420 315 - Weekly Meetings and Minutes(8) 32 - 3.360 - - Irrigation Inspections(4) 24 - 2,520 - - Review Submittals 8 - 840 - - Review PayiRequests 4 - 420 - - Coordinate Testing 2 - 210 - - 'I Process Change Orders 1 4 4 1 140 420 320 70 Communication and RFI 12 4 - 1,260 - 280 Preliminary and Final Punch Ust 8 2 - 840 - 140 Administration 4 580 - - - 12,115 170 PROJECT CLOSEOUT Review Contractor Closeout Submittals 4 - 420 - - Record Drawings 1 2 4 140 210 320 - 1,090 TOTAL $37,100 1 yj 1 Page 3 of 3 j � 4 • III • ,-0 .0 CJI CITY OF RENTON COUNCIL AGENDA BILL • AI N: 6, Submitting Data: Dept. of Community and For Agenda of: March 17, 2008 Economic Development Dept/Div/Board.. Development Services Division Staff Contact Carrie K. Olson x7235 Agenda Status Consent X Subject: Public Hearing.. Acceptance of additional right-of-way to comply with Correspondence.. City of Renton code for new short plats and the Ordinance Roberson's 24th Street Short Plat(LUA05-050). Resolution Old Business Exhibits: New Business Deed of Dedication Study Sessions Exhibit Map Vicinity Map Information Administrative Short Plat Report and Decision 111 Recommended Action: Approvals: Council concur Legal Dept X Finance Dept X Other Fiscal Impact: N/A Expenditure Required... Transfer/Amendment Amount Budgeted Revenue Generated Total Project Budget City Share Total Project. SUMMARY OF ACTION: The area to be dedicated for future street improvements is a 15 foot corner radius at the corner of High Ave NE and NE 24th St., (48 s.f. of Lot 1), and a 15 foot corner radius at the corner of NE 24th St and Jones Ave NE., (52 s.f. of Lot 4). This dedication is to comply with City of Renton code for new short plats and the Roberson's 24th Street Short Plat(LUA05-050). Council acceptance of said right-of-way should be completed prior to recording the deed with the short plat. STAFF RECOMMENDATION: Accept the additional right-of-way and authorize the Mayor and City Clerk to sign and record the • Deed of Dedication. I:\PlanReview\COLSON\Shortplats 2008\Roberson NE 24th St SHPL 0lm AGNBILL.doc • Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton,WA 98055 DEED OF DEDICATION Property Tax Parcel Number: 334450-0220 Project File IE:LND 200325 Street Intersection:NE 24th ST&Jones Ave NE Reference Number(s)of Documents assigned or released:Additional references numbers are on page . Grantor(s): Grantee(s): 1. William Roberson 1. City of Renton,a Municipal Corporation LEGAL DESCRIPTION: (Abbreviated or full legal must go here. Additional legal on page ) A portion of Lot 331, C.D.Hillman's Lake Washington Garden of Eden Division No. 5,according to the plat thereof recorded in Volume 11 of Plats,Page 83, Records of King County,Washington • The Grantor,for and in consideration of mutual benefits conveys,quit claims,dedicates and donates to the Grantee(s)as named above,the above described real estate situated in the County of King,State of Washington. IN WITNESS WHEREOF,I have hereunto set my hand and seal the day and year as written below. Annroved and Accented By: Grantor(s): Grantee(s): City of Renton William Roberson Denis Law,Mayor Bonnie Walton,City Clerk INDIVIDUAL FORM OF STATE OF WASHINGTON )ss ACKNOWLEDGMENT COUNTY OF KING ) I certify that I know or have satisfactory evidence that Notary Seal must be within box signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: xfomrs/ocKFRM/AOREE/FORM DEED.DO0 ej Page 1 FORM 04 0001/bh • • Project: Exhibit A WO# Legal Description Gm GRANTOR: Street: PARCEL A A PORTION OF THE FOLLOWING DESCRIBED LOT: LOT(S)331, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVISION NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE(S)83, RECORDS OF KING COUNTY,WASHINGTON. EXCEPT THAT PORTION THEREOF CONVEYED TO STATE OF WASHINGTON FOR ROAD BY DEED RECORDED UNDER RECORDING NUMBER 4703649. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. SAID PORTION BEING MORE FULLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT; THENCE,ALONG THE EAST BOUNDARY OF SAID LOT, S00°57'42"E 15.45 FEET; THENCE,ALONG A.CURVE TO THE RIGHT,THE RADIUS OF WHICH BEARS N89°02'18"E 15.00 FEET,THROUGH A CENTRAL ANGLE OF 91°41'39",A DISTANCE OF 24.01 FEET, MORE OR LESS,TO THE SOUTH MARGIN OF NE 24TH STREET; THENCE,ALONG SAID SOUTH MARGIN, N89°16'03"W 15.45 FEET, MORE OR LESS,TO THE POINT OF BEGINNING. PARCEL B A PORTION OF THE FOLLOWING DESCRIBED LOT: LOT(S)331,C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVISION NO. 5, • ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE(S)83, RECORDS OF KING COUNTY,WASHINGTON. EXCEPT THAT PORTION THEREOF CONVEYED TO STATE OF WASHINGTON FOR ROAD BY DEED RECORDED UNDER RECORDING NUMBER 4703649. SITUATE IN THE COUNTY OF KING,STATE OF WASHINGTON. SAID PORTION BEING MORE FULLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT; THENCE,ALONG THE WEST MARGIN OF JONES AVENUE,S00°33'45"W 14.96 FEET; THENCE,ALONG A CURVE TO THE LEFT,THE RADIUS OF WHICH BEARS N89°26'151/1115.00 FEET,THROUGH A CENTRAL ANGLE OF 89°49'48",A DISTANCE OF 23.52 FEET, MORE OR LESS,TO THE SOUTH MARGIN OF NE 24TH STREET; THENCE,ALONG SAID SOUTH MARGIN,S89°16'03"E 14.96 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. WOLD.:..• E WASjjF S ; ?iD i Is.ti. yC•'s• 1 . J Z', 0 `� __ -1 •/ .e !C' -NA t l A�0 She 7,EXPIRES 700206 ("Q , HformshovcF'RM/AGREE/FORM DEED.DOC‘MSOffice Page 2 FORM 04 000I/bh • • --- L—_____-----___- i J AREA TO BE AREA TO BE DEDICATED NE 24TH STREET DEDICATED SEE DETAIL SEE DETAIL th0 I LOT 1 LOT 2 > LOT 4 w , z it. w D EL z I � 'n ' ¢ 0 din- I u..I z L 0 OT 3 -' N I I I II I II . GRAPHIC SCALE 30 0 30 60 0 1 INCH =60 FT. AREA DEDICATED TO CITY OF RENTON 48± SF S 8916'03" E AREA DEDICATED R� 4-79 0. TO CITY OF D=89 S \ 52fTON SF L ?�7q�o >N 0013'45"E o .45 —S 89'16'03" E �`6? /,, 14.96 N SO0'57'42"E„C-' 00,39" 0 h 15.45 N ' .tx�` OA I !/ ''- 0,. •••,' \ rep# ff DETAIL (2727 wOL1k- c)--1 a 1.,_20' vrASy�Lt,% 0 I- m Ea w ifera feral/ V, b w Ki )ice/'r ; 36964 . , C13TE4w e fib 0 ix i "4\"EXPIRES: 07-10-09 0 c 2008, GEODATUI1, INC.. ALL RIGHTS RESERVED 3 ROBERSON SHORT PLAT '" `°`°aim`= RIGHT OF WAY DEDICATION Gee[ atummc SURVEY-CIVIL-STRUCTURAL i TO THE CITY OF RENTON . d. N EXHIBIT 1505 NW MA 98027 l StreetIssaquah,WA a DATE: 03-06-08 DRAWN BY:MAB ISHT 1 OF 1 1PROJ NO.:04254 (425)837-8083 avenut apartmente of. REAL ESTATE EXCISE TAX AFFIDAVIT This for®is your receipt PLEASE TYPE OR PRINT CHAPTER 82A5RCW—CHAPTER 458-61A'WAC when stampedby'cashier. THIS AFFIDAVIT WIIL.NOT BE ACCEPTED DNLESSALLAREAS ON ALL,PAGES ARE FULLY COMPLETED (See back oflast page for instructions) EICheuilc.bac ifpmtiel sale oftnopertY Ifmaltiple owners,list percentage ud'orynershipnext to rarru. Name Sill Roberson ®Name City of Renton a Mailiogmanias 18834 31st pi S w maw Address 1055 South Grady Way city/state/zip Seatac,Wash 98188 city/gime/gig Renton,WA 98057 Phase Na(mdudi g•ares code PhoneNo.(including areacode) 3 Send all property tax correspondence to:❑San*asBuyer/Grantee List all real andpersoralproperty tax parcel account List assessedvslue(s) umbers-check basil personal property Name Pretoria?tax parcel#(s) n Mailing Address 3344504220 f 1 c1ty/§tste/Zip n Phone No.(includug area code) n 0 Street address of property: This property is located in Renton ❑Check box if any ofthe listed pamels are being segregated from a larger parcel. Legal description of property(if more space is needed,you may attach a separate sheet to each page of the affidavit) A portion of Lot331.C.D.Hillman's Lake WesNngtdn Garden of Eden Division No.5,according to the Plat-thereof recorded In Volume 11 of Plaats,Page 83,Records of King County,Washington ®Select Land Use Code(s):- ®List all personal property(tangible and intangible)included in selling 145•Highway and strew:fight of way I price. enter any additional codes Code 45 only:Street Right-of-Way (See back of lasrpage for instructions) YES NO Is this property exempt from property temper chapter 0 Is7 84.36 RCW(nonprofit organization)? ® YES NO If claiming an exemption,list WAC number and reason for exemption: Isthispsopettydesignated=facatlandpadnepter8433RCW2 0 lolls poverty&Edifeda=ars use(cperi wee,fasmEnd ❑ c3 WAC No.(Section/Subsection) 458-61A-205(4) ttgiiauWael artmber)hrrndprdspter8434? • Reason for exemption Is this property receivagspeaalvaluation eshistoriml sopaty ❑ Q pert apter84.26RCW7 Ifanyarne=are yea complete esinstructed below. (1)NOFTCEOFCONfNDANCE Omen IANDORCURRE2i tSE) Type of Document Deed of Dedication NEW OWNER(S):To continue the current designation as forest land or classification as aarenttse(open space,fame and agriculture,ortimber) Date of Document land,you must sign on(3)below.The county assessor mut then deteanine Gross Selling Price if the land transferred continues to qualify and will indicate by signing below. If the lend no lc ger qualifies oryou do not wish to continue the designation "Personal Property(deduct).$ or classification,it will be remoVed and thet compass:sting or additional taxes Exemption Claimed(deduct)$ will be dueandpayeble by dip seller or transferor at the time of sale.(RCW 8433.140 or RCW 84.34.108).Prior to signing(3)below,you may=tact Taxable Selling Price $ 0.00 your local cauoty assessor for more ndormatibn. Excise Tax:State $ 0.00 This land 13 does ❑does not qualify for continuance. 0.0050 Local$ 0.00 "Delinquent Interest:State$ DEPUTY ASSESSOR DATE Local $ (S)NancE CoMPLIANcE ONSTORICPROPERTY) "Delinquent Penalty $ NEW OWNER(S):To continuestial valuation as historic.propert sign(3)below.If the new owner(s)does not wish to continue,all y Subtotal $ 0.00 aditrora)tax calculated pursuant to chapter time 6 RCW,shall be due •grate TechnologyFee$ 5.00 and thea tunpayable by the seller or transferor at e of sale. (3)OWNER(S)SIGNATURE 'Affidavit Processing Foe $ Total Due$ 10.00 PRINT NAME A MINIMUM OF$10.00 IS DUE IN FEE(S)AND/OR TAX *SEE INSTRUCTIONS ® I CERTIFY UNDER PENALTY OF PERJURY THAT THE FOREGOING IS TRUE AND CORRECT. Signature of Signature of Grantor or Grantor's Agent Grantee or Grantee's Agent Name(print) Name(punt) Delis Law.Mayor Date&city of signing: Date 1't city ofeigning: .Renton Perjury:Perjury is a class C felony which is punishable by imprisanmmd in the state correctional institution fora maximum term ofnotmore than five years,or by a fine loan amount fixed by the cant ofnetmae then five thousand dollars($5,000.00),ruby both imprisonment and fine(RCW 9k20.020(IC)). REV 84 000lae(a)(05/08/07) THIS SPACE-TREASURER'S USE ONLY COUNTY TREASURE • Neighborhood Detail Map Y u 7 ,..;:-.......,...:,•:./.... oli j Roberson Short Plat ri • S !. diCiLJr1+ :U t. 1601 NE 24th St :.- ..:.: ... ,. ., Renton,WA n ,.. . 1 , ::::I 1''' ' '" ' ' 'It't: t t. 'tE1.63414Ptlii:4, ' 4"1.4''''''' 'Ii4 Eire:2670°j. .'...... 1,7,.. 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C,„ i. .. 191 -.... �� { �,` ri 9�1i� TP+ , ...,. 9 P e roject Site ........................ z .w ,„,...:.......,:...,.:....,::::,.. , .....,,,_,,,...,...,....::, • _...,,,„,,k „,_, ..... ::::: m , ... . ...„......„.„.......................•.........,........„ •::::,:::::: ......::::::::::::::::::::::::::„.. .„,„.....„:„„„„„:„:„.,...„ ......••,.,..:,::.„..............„„:.: ,,„,_- - - .,- ,_ ,,_, :,,: .... k , ...,..............„„._ ...:.......... .. .... , ...;::.,:„„,.,,„.,..........f, :,..,,, ,...„ ....... • • . . •.:,:,..,: :,.....:,,,y,„, ..................„............................... ...............„......,.........„:.... .„,,,,,,,.....„„, ,;:. „ ............... . ,...._... . .: .„P "::::.. Scale: 1 :::::: .. , _ _ "=200' ,.... ' .:.,... l: ..... :: 4tia ,wo ato.u .Er:a: • i s s 1 _>f III III • • REPORT City of Renton III Department of Planning/Building/Public Works DECISION ADMINISTRATIVE SHORT PLAT REPORT & ENVIRONMENTAL REVIEW DECISION A. SUMMARY AND PURPOSE OF REQUEST: REPORT DATE: June 21, 2005 Project Name Roberson Short Plat Owner/Applicant William R Roberson 16834 31st Place S SeaTac,WA 98188 File Number LUA-05-050, SHPL-A, ECF Project Manager Nancy Weil, Senior Planner Project Description The applicant is requesting Environmental (SEPA) Review and Administrative Short Plat Review for the subdivision of a 1.03-acre site zoned Residential-8(R-8)into four lots. The lots are intended for the eventual development of detached single family homes-lots ranging in size from 5,960 sq.ft. to 17,451 sq.ft. The site contains an approximately 12,304 square foot wetland area and a regulated stream; each would have the required 25 ft. buffer. After required deduction for critical area, the net density for the proposal is 5.4 du/ac. One existing single-family dwelling is to remain on proposed Lot 1. The site has public road frontage on Jones Avenue NE, NE 24th Street and High Avenue NE. 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I. 1111 111:.«... .»..1111 ::::::::::::.^:•. ... ._ .110 wo• ......... 1111._. ...-1111. .. ... � OaSYt .....1 Project Location Map 05-050shpl-ercrpt.doc • ' City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED June 21,2005 PROJECT LUA-05-050,SHPL-A,ECF Page 2 Project Description/Background The proposal is to subdivide the existing 1.03-acre site into 4 lots retaining the existing two-story single-family dwelling at the northwest corner of the site. The site is Residential-8 (R-8)zoning designation. A stream and a Category 3 wetland are located mainly in the eastern third of the site. The stream flows south to north eventually draining to Lake Washington. This land use application is vested to the code requirements prior to the adoption of the Critical Areas Ordinance in May of 2005. The site is located to the south of NE 24th Street, fronting High Avenue NE to the west and Jones Avenue NE to the east. All lots have direct public road frontage. The lots are proposed at the following sizes: Lot 1 is 5,980 square feet, Lot 2 is 10,721 square feet, Lot 3 is 11,504 square feet and Lot 4 is 17,564 square feet. The buildable lot areas for Lots 2, 3 and 4 will be affected by the Native Growth Protection Area Easement to be recommended by staff to ensure protection of the wetland and buffer area. With the deduction of the critical areas the net square footage of Lots 2, 3 and 4 are as follows respectively: 4,795 square feet, 6,920 square feet and 5,625 square feet. All lots still exceed the minimum 4,500 square feet required for lot size in R-8 zoning. The site contains approximately 12,304 square feet of protected wetland area and 9,185 square feet of required buffer (25 foot buffer). Only the actual wetland area is deducted for density calculations. Therefore the net acreage of the site is 0.74 thus resulting in a net density for 4 lots of 5.4 du/ac(4/0.74 =5.4). The topography of the subject is site flat to rolling with an average slope of 3 to 4 percent from southwest to northeast down towards Jones Avenue NE. The developable portion of the site is vegetated primarily with trees and grass. The portion of the site containing the protected wetland meets the criteria as forested Category 3. The applicant has proposed to remove 10 trees, none in the protection area. The protected wetland and stream are included in the City's definition of critical areas; therefore the proposed short plat is subject to the State Environmental Policy Act (SEPA) review. The developed site will discharge all stormwater not infiltrated to the stream, which bisects this site. The • hydrology of the wetlands associated with this stream will be maintained by directing surface flows to the wetlands from the new lots. The project will add less than 5,000 sq ft of pollution generating impervious surfaces and therefore water quality controls will not by required. Per King County Soils Survey, the site contains Indianola Series loamy sand soils (hydrologic class "A", which are soils suitable for infiltration. During construction, individual infiltration facilities for each lot will be provided. The existing home shall be retrofitted with infiltration facilities. 2. Environmental Review In compliance with RCW 43.21 C. 240, the following project environmental review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. A. Environmental Impacts The proposal was circulated and reviewed by various City Departments and Division to determine whether the applicant has adequately identified and addressed environmental impacts anticipated to occur in conjunction with the proposed development. Staff reviewers have identified that the proposal is likely to have the following probable impacts: Earth Impacts: The site can be described as flat to rolling with an average slope of 3 to 4 percent. Staff waived the submittal requirement for a geotechnical report unless required at the construction and/or building permit review. The site consists of Indianola Series loamy soils (hydrologic class"A") per King County Soils Survey. The preparation of the site is expected to require minor grading with no exporting of material. If any imported fill material is found necessary, it will be acceptable material for road and utility construction. Construction is estimated to take 90 to 120 days to complete. In order to reduce the potential for erosion and control sedimentation to the site and to adjacent properties, staff recommends the following two mitigation measure that the project be designed and comply with the Department of Ecology's (DOE) Erosion and Sediment Control Requirements, outlined in Volume II of the 2001 Stormwater Management Manual and temporary erosion control mearures. shpltrpt.doc ' City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED June 21,2005 PROJECT LUA-05-050,SHPL-A,ECF Page 3 Mitigation Measures: • Temporary erosion control measures shall be maintained to the satisfaction of th representative of the Development Services Division for the duration of the project's construction. A note to this effect shall be placed on the face of the final short plat map. • This project shall comply with the Department of Ecology's (DOE) Erosion and Sediment Control Requirement, outlined in Volume II of the 2001 Stormwater Management Manual during site preparation, and during future building construction. A note to this effect shall be placed on the face of the final short plat map. Nexus: SEPA Environmental Regulations; Vol. II 2001 DOE Stormwater Management Manual. Surface Water Impacts: There is a storm drainage ditch on the south side of NE 24th Street however no improved . drainage facilities front this proposed site. The project is in the South Kennydale Creek drainage basin. The applicant has submitted a Preliminary Technical Information Storm Drainage Report prepared by GeoDatum, Inc., dated April 7, 2005 with the land use application. The existing surface water runoff from the site drains directly into the unclassified stream that bisects the property south to north. The developed site will discharge all stormwater not infiltrated to this stream. The hydrology of the wetlands associated with this stream will be maintained by directing surface flows to the wetlands from the new lots. The project will add less than 5,000 square feet of pollution generating impervious surfaces and therefore water quality controls will not by required. The report discusses that a Level 1 downstream analysis was conducted. From the north side of the site, a 25-inch culvert conveys the stream under NE 24th Street. The study area extended a quarter of a mile downstream from the site where the open ditch enters a tight line conveyance system and passes under Interstate 405 before continuing to Lake Washington. The banks of the stream wer observed to be well vegetated and stable. The report concludes the drainage system appears to have adequate capacity with no problems except for minor sedimentation of the culvert under NE 24th Street, which should be cleaned out as part of the proposed short plat improvements. Staff recommends this clean out be a mitigation measure of the short plat. The project is to be designed per the 1990 King County Surface Water Drainage Manual. Mitigation Measures: • The applicant shall follow the recommendation of the Preliminary Technical Information Report prepared by GeoDatum, Inc dated April 7, 2005 for the cleaning out of sedimentation of the culvert under NE 24th Street adjacent to the site. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division and be completed prior to the issuance of construction/utility permits. Policy Nexus: SEPA Environmental Regulations Wetland/Stream Impacts: The applicant submitted a Wetland Delineation and Stream report as prepared by the Riley Group, Inc dated January 15, 2005. The report indicated that a Category 3 regulated wetland is located on-site and a seasonal drainage course also exists on site. In order to preserve the protected wetland and stream area, staff will recommend as a condition of short plat approval that a Native Growth Protection Easement be recorded over the wetland, stream and buffer area. The wetland was delineated as 12,304 square feet in area. The report states the wetland meets the forested Category 3 criteria including that it is larger than 5,000 square feet. Vegetation in the wetland area is forest dominated by black cottonwood, Pacific willow and red alder with Himalayan blackberry under story. The classification of the site is consistent with the wetland on the property to the west. A 25-foot buffer from the delineated wetland edge would be provided. This land use application is vested to the code requirements prior to the adoption of the new Critical Areas Ordinance in May of 2005. Therefore, streams are regulated under the Tree Cutting and Land shpltrpt.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED June 21,2005 PROJECT LUA-05-050,SHPL-A,ECF Page 4 • Clearing Ordinance. No tree cutting, land clearing or groundcover management except for enhancement or other wise permitted is allowed within a minimum of 25 feet of the ordinary high water mark (OHWM) of creeks or within 15 feet of the top of the bank of same. The stream and buffer are proposed to be within a native growth protection area easement to protect the critical area. To ensure that the stream and wetland buffer remains undisturbed during construction and after site development, staff recommends the following mitigation measures: Install silt fencing with brightly colored construction flags to indicate the boundaries of the wetland and stream/creek buffer prior to the issuance of construction permits. A split rail fence or other approved barrier and signage will be also be required to be permanently installed along the wetland and stream/creek buffer to denote the critical area and prevent intrusion into the wetland area and buffers. Mitigation Measures: • During site preparation and construction of improvements and residences, the applicant shall install silt fencing with brightly colored construction flags to indicate the boundaries of the wetland and stream/creek buffer. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division and be completed prior to the issuance of construction/utility permits. • After the development of roadway and utility improvements, the applicant shall install permanent fencing (i.e. split-rail fence or other approved barrier) and signage noting the critical area along the entire edge of the wetland and stream/creek buffer. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the final plat. Nexus: SEPA Environmental Regulations, RMC 4-4-130 Tree Cutting and Land Clearing Regulations, RMC 4-3-050.M. Wetland regulations. . Access/Transportation Impacts: The site is a corner through lot with public road frontage on Jones Avenue NE, NE 24th Street and High Avenue NE. No new streets are proposed as part of this plat, as each lot will have direct public road frontage. Per City code requirements, half street improvements including sidewalks, curb and gutter, paving, storm drainage and street signs shall be required for NE 24th Street and High Avenue NE. The proposed subdivision is anticipated to generate additional traffic on the City's street system. In order to mitigate transportation impacts, staff recommends as a condition of short plat approval the payment of a Traffic Mitigation Fee based on a rate of$75.00 per net new average daily trip attributed to the project with credit given for the existing residence. The fee for this short plat is estimated at $2,153.25 (4 new lots— 1 existing = 3 lots x 9.57 trips per lot = 28.71 trips x $75 per trip = $2,153.25). The fee is payable prior to the recording of the short plat. Mitigation Measures: The applicant shall pay the appropriate Traffic Mitigation Fee based on $75.00 per each new average daily trip associated with the project. Credit to be given for one existing residence. The fee shall be paid prior to the recording of the short plat. Policy Nexus: SEPA Environmental Regulations; Traffic Mitigation Fee Resolution No. 3100, Ordinance 4527. Fire Protection Impacts: Fire Prevention staff indicates that the applicant provide required improvements and fees to offset the impacts associated with the new development. The proposal 4 new residential lots to the City would impact the City's Fire Emergency Services. Therefore, a Fire Mitigation Fee of$488.00 per new single-family lot is required with credit given for one existing residence. The fee is estimated at $1,464.00 (4 new lots — 1 existing residence x $488.00 = $1,464.00) and is required prior to the • recording of the short plat. Mitigation Measures: The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $488.00 per new single-family lot. Credit given for one existing residence. The fee shall be paid prior to the recording of the short plat. shplfrpt.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED June 21,2005 PROJECT LUA-05-050,SHPL-A,ECF Page 5 Policy Nexus: SEPA Environmental Regulations; Fire Mitigation Fee Resolution No. 2913, Ordinance 4527. • Plants Impacts: The site's ground cover is predominantly second growth forest with some grass and landscaping. The stream and wetland buffer area shall in designated a native growth protection area easement and to be left undisturbed. Mitigation Measures: N/A Policy Nexus: N/A B. Recommendation Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials make the following Environmental Determination: DETERMINATION OF DETERMINATION OF NON-SIGNIFICANCE NON-SIGNIFICANCE-MITIGATED. Issue DNS with 14 day Appeal Period. XX Issue DNS-M with 14 day Appeal Period. Issue DNS with 15 day Comment Period Issue DNS-M with 15 day Comment Period with Concurrent 14 day Appeal Period. with Concurrent 14 day Appeal Period. C. Mitigation Measures 1. Temporary erosion control measures shall be maintained to the satisfaction of the representative of the Development Services Division for the duration of the project's construction. A note to this effect shall be placed on the face of the final short plat. 2. This project shall comply with the Department of Ecology's (DOE) Erosion and Sedimen Control Requirement, outlined in Volume II of the 2001 StormwaterManagement Manual during sit preparation, and during future building construction. A note to this effect shall be placed on the face of the final short plat. 3. The applicant shall follow the recommendation of the Preliminary Technical Information Report prepared by GeoDatum, Inc dated April 7, 2005 for the cleaning out of sedimentation of the culvert under NE 24th Street adjacent to the site. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division and be completed prior to the issuance of construction/utility permits. 4. During site preparation and construction of improvements and residences, the applicant shall install silt fencing with brightly colored construction flags to indicate the boundaries of the wetland and stream/creek buffer. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division and be completed prior to the issuance of construction/utility permits. 5. After the development of roadway and utility improvements, the applicant shall install permanent fencing (i.e. split-rail fence or other approved barrier) and signage noting the critical area along the entire edge of the wetland and stream/creek buffer. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the final short plat. 6. The applicant shall pay the appropriate Traffic Mitigation Fee equal to $75.00 for each new daily trip associated with the project. Credit given for one existing residence. The Traffic Mitigation Fee shall be paid prior to the recording of the final short plat. 7. The applicant shall pay the appropriate Fire Mitigation Fee equal to $488.00 per new single- family residence. Credit given for one existing residence. The Fire Mitigation Fee shall be paid prior to the recording of the short plat. D. Comments of Reviewing Departments • The proposal has been circulated to City Departmental/Divisional Reviewers for their review. Where applicable, these comments have been incorporated into the text of this report as Mitigation Measures and/or Notes to Applicant. shpltrpt.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED June 21,2005 PROJECT LUA-05-050,SHPL-A,ECF Page 6 • X Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. 3. Administrative Short Plat— Report & Decision This decision on the administrative land use action is made concurrently with the environmental determination. A. GENERAL INFORMATION: 1. Owners of Record: William R Roberson 16834 31St Place S SeaTac, WA 98188 2. Zoning Designation: Residential-8 (R-8) 3. Comprehensive Plan Land Use Designation: Residential Single Family 4. Existing Site Use: The site is currently developed with one existing single-family dwelling approximately 1,184 square feet. 5. Neighborhood Characteristics: North: NE 24th Street and single-family residential (R-8 zone) East: Jones Avenue NE and single-family residential (R-8 zone) South: Single-family residential (R-8 zone) West: High Avenue NE and Interstate 405 6. Access: Access to the proposed lots would be provided directly off of Jones Avenue NE, NE 24th Street or High Avenue NE. 4111) 7. Site Area:44,680 square feet (1.03 acres) B. HISTORICAL/BACKGROUND: Action Land Use File No. Ordinance No. Date Comprehensive Plan N/A 5099 11/1/2004 Zoning N/A 5100 11/1/2004 Annexation N/A 1818 03/09/1960 Annexation N/A 1827 05/03/1960 C. PUBLIC SERVICES: 1. Utilities Water: There is an 8-inch water main in Jones Avenue NE and a 6-inch steel dead end water main in NE 24th Street. Available fire flow in NE 24th Street is 700 gpm. Static pressure is 80 psi. The project is located within the 435-water pressure zone and Aquifer Protection Zone 2. Sewer: There is an existing 8-inch diameter sanitary sewer main in Jones Avenue NE and a portion of NE 24th Street. Surface Water/Storm Water: There is a drainage ditch on the south side of NE 24th Street. There are no improved drainage facilities fronting the site. 2. Fire Protection: City of Renton Fire Department D. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Chapter 2 Land Use Districts Section 4-2-020: Purpose and Intent of Zoning Districts • Section 4-2-070: Zoning Use Table Section 4-2-120: Commercial Neighborhood Development Standards 2. Chapter 3 Environmental Regulations and Overlay Districts Section 4-3-050: Critical Areas Regulations shpltrpt.doc City of Renton P/13/PW Department Administrative Land Use Action REPORT AND DECISION DATED June 21,2005 PROJECT LUA-05-050,SHPL-A,ECF Page 7 3. Chapter 4 Property Development Standards Section 4-4-030: Development Guidelines and Regulations 4. Chapter 6 Streets and Utility Standards Section 4-6-060: Street Standards 5. Chapter 7 Subdivision Regulations Section 4-7-080: Detailed Procedures for Subdivision Section 4-7-120: Compatibility with Existing Land Use and Plan-General Requirements and Minimum Standards Section 4-7-130: Environmental Consideration—General Requirements and Minimum Standards Section 4-7-150: Streets—General Requirements and Minimum Standards Section 4-7-180: Industrial and Commercial Blocks and Lots—General Requirements and Minimum Standards 6. Chapter 9 Procedures and Review Criteria E. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element—Residential Single Family 2. Community Design Element 3. Environmental Element F. DEPARTMENT ANALYSIS: 4. Staff Review Comments Representatives from various city departments have reviewed the application materials to identify and addre issues raised by the proposed development. These comments are contained in the official file, and th essence of the comments has been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of the report. 5. Consistency With Short Plat Criteria Approval of a plat is based upon several factors. The following short plat criteria have been established to assist decision-makers in the review of the plat: a) Compliance with the Comprehensive Plan Designation The subject site is designated Residential Single Family (RSF) on the Comprehensive Plan Land Use Map. The objective established by the RSF designation is to protect and enhance single- family neighborhoods. The proposal is consistent with the RSF designation in that it would provide for the future construction of single-family homes. The proposed plat is consistent with the following Comprehensive Plan objectives and policies for Residential Single Family Land Use, Community Design and the Environmental Elements: Land Use Element Objective LU-FF. Encourage re-investment and rehabilitation of existing housing, and development of new residential plats resulting in quality neighborhoods that: 1) Are planned at, urban densities and implement Growth Management targets; 2) Promote expansion and use of public transportation; and 3) Make more efficient use of urban services and infrastructure. The project would add three new residential lots, plus retain the existing residence which would further Growth Management targets. Policy LU-147. Net development densities should fall within a range of 4.0 to 8.0 dwelling units per net acre in Residential Single Family neighborhoods. The proposed project for four lots woul410 arrive at a net density of 5.4 dwelling units per net acre, after deduction of critical areas, which i within the allowable range of the R-8 zone. shplfrpt.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED June 21,2005 PROJECT LUA-05-050,SHPL-A,ECF Page 8 Policy LU-148. A minimum lot size of 5,000 square feet should be allowed on in-tall parcels of less • than an acre (43,560 sq. ft.) in single-family designations. Allow a reduction in lot size to 4,500 square feet on parcels greater than an acre to create an incentive for aggregation of land. The site is greater than one acre and all lots would be greater than 4,500 sq.ft. Objective CD-K: Site plans for new development projects for all uses, including residential subdivisions, should include landscape plans. A conceptual landscape plan is included in the land use application submittal. Policy CD-45. Existing mature vegetation and distinctive trees should be retained and protected in developments. A Native Growth Protection Easement will be required to be recorded with the short plat to ensure the wetland and stream areas are protected from future impacts of development. The applicant is proposing to retain several trees within the rear yard area. Policy CD-53. Landscape plans for proposed development projects should include public entryways, street rights-of-way, storm-water detention ponds, and all common areas. A conceptual landscape plan provides for the required landscaping along the public right of ways. Policy CD-55. Maintenance programs should be required for landscaped areas in development projects, including entryways, street rights-of-way, storm-water retention/detention ponds, and common areas. The applicant will be required to maintain all common improvements as part creating a homeowners association or a maintenance agreement. Community Design Element Objective CD-A: The City's unique natural features, including land form, vegetation, lakeshore, river, creeks and streams, and wetlands should be protected and enhanced as opportunities arise. The wetland and stream would be protected within an open space/native growth protection area with the required 25 ft. buffer as stipulated in the ERC mitigation measures. • Environmental Element Objective EN-C: Protect and enhance the City's rivers, major and minor creeks and intermittent stream courses. Mitigation measures are proposed on the project requiring the fencing and signage of the drainage course within the wetland area including a 25 feet stream buffer. Objective EN-D: Preserve and protect wetlands for overall system functioning. The Category 3 wetland would include a 25 ft. buffer and be fenced and signed as stipulated by the ERC mitigation measures. Policy EN-8. Achieve no overall net loss of the City's remaining wetlands base. The on-site wetland would not be disturbed or filled as part of this plat. It would remain as existing and protected via a 25 ft. buffer located within an open space/native growth protection easement. Policy EN-11. Water level fluctuations in wetlands used as part of the storm water detention systems should be similar to the fluctuations under natural conditions. The utilization, maintenance, and storage capacity provided in existing wetlands should be encouraged. Surface water from Lots 1 through 4 would be directed to the existing wetland; thus addressing this policy. b) Compliance with the Underlying Zoning Designation The 1.3 - acre site (gross area) consists of one parcel designated Residential — 8 Dwelling Units per Acre (R-8) on the City of Renton Zoning Map. The proposed development allows for the future construction of up to 4 dwelling units along with associated plat improvements. Density — The allowed density range in the R-8 zone is a minimum of 4.0 to a maximum of 8.0 dwelling units per acre (du/ac). Net density is calculated after the deduction of sensitive areas, areas intended for public right-of-way and private easements from the gross acreage of the site. The property contains 12,304 sq. ft. of wetland to be deducted from the gross site area. • After the deduction of 12,304 square feet from 44,680 gross square foot (44,680 sq. ft. site — 12,304 sq. ft. total deducted area = 32,376 net sq. ft. /0.74 net acres), the proposal would arrive at a net density of 5.4 dwelling units per acre (4 units / 0.74 acres = 5.4 du/ac). The proposed short plat complies with density requirements for the R-8 zoning designation. shpltrpt.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED June 21,2005 PROJECT LUA-05-050,SHPL-A,ECF Page 9 Lot Dimensions—The minimum lot width requires 50 feet for interior lots and 60 feet for corner lo and a lot depth of 65 feet. The lot widths proposed would range from 51.17 to 158.5 feet and depths proposed would range from 103.11 to 220 feet. Lot sizes would be greater than t minimum of 4,500 square feet. All lots comply with the lot dimension requirements. Setbacks—The R-8 zone requires a minimum front and rear yard setbacks of 20 feet(15 feet front yard setback for primary structure and 20 feet for attached garages which access from the front yard street), side and alonga street of 15 feet and interior side setback Y yardsof 5 feet. All lots appear to comply with the setback requirements and would be verified at the time of individual building permit review. Building Standards — The R-8 zone permits one single-family residential structure per lot. Each of the proposed lots would support the construction of one detached residential unit. Accessory structures are permitted at a maximum number of two per lot at 720 square feet each, or one per lot at 1,000 square feet in size. Building height in the R-8 zone is limited to 2 stories and 30 feet for primary structures and 15 feet for detached accessory structures. Maximum building coverage is limited to 35% of the lot area or 2,500 square feet, whichever is greater, for lots over 5,000 square feet in size, and 50% for lots less than 5,000 square feet in size. The proposal's compliance with each of these building standards will be verified prior to the issuance of building permits for each individual structure. c) Community Assets The R-8 zone requires off-site landscaping abutting non-arterial public streets (NE 24th St., High and Jones Avenues NE). A five-foot wide irrigated or drought resistant landscape strip must be installed and if there is additional undeveloped right-of-way in excess of five feet, this additional width must be landscaped. Additionally, a minimum of two trees of a City approved species with a minimum caliper of 1 1/2 inches per tree must be planted in the front yard or planting strip of every lot prior to final building inspection. The proposal's compliance with this standard would be verifie prior to the final building inspection. Several of the general landscape requirements include: on-site landscaping is generally required along all street frontages, except for walkways and driveways; when rear or side yards are along property lines abutting a street, a minimum of five (5)feet of planting area in the public right-of- way; use of drought resistant plant materials. According to RMC 4-4-070, landscaping is required for this subdivision. A conceptual landscaping plan was included in the submittal of the Short Plat. The conceptual plan shall be revised to extend the five-foot wide irrigated or drought resistant landscape strip along High Avenue NE as required by code. Prior to the issuance of building permits, a detailed landscape plan must be submitted and approved. To ensure maintenance of the required landscaping staff recommends the followingcondition of P 9 short plat approval: a maintenance agreement shall be created concurrentlywith the recordingof P 9 the short plat in order to establish maintenance responsibilities for all shared improvements, including landscaping and irrigation system. The agreement shall be placed on the face of the final short plat. d) Compliance with Subdivision Regulations Streets: No new public streets would be created as part of the proposed short plat. RMC section 4-7-150.F of the Subdivision Regulations requires the installation of half street improvements, including curb, gutter, sidewalk, drainage, street signs, street lights and paving along the frontage of Jones Avenue NE, NE 24th Street and High Avenue NE pursuant to City of Renton Street Standards (RMC section 4-6-060) prior to recording of the short plat unless already in place or deferred or waived by the Board of Public Works. As the proposal would result in an increase in traffic trips to the City's street system, staff recommended as a Mitigation Measure of SEPA that the applicant pay the appropriate Traffic • Mitigation Fee. The Traffic Mitigation Fee is calculated at a rate of$75.00 per additional generated trip. A Traffic Study may be required at the time of building permit submittal to determine the number of trips generated. The fee is payable prior to the issuance of a building permit. Blocks: No new blocks will be created as part of the proposed short plat. shpltrpt.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED June 21,2005 PROJECT LUA-05-050,SHPL-A,ECF Page 10 Lots: The size, shape and orientation of lots shall meet the minimum area and width requirements • of the applicable zoning classification and shall be appropriate for the type of development and use contemplated. The lots are generally rectangular in shape except of the shared property line of Lots 2, 3 and 4 following the boundary of the on-site stream. Lots 1 and 2 are oriented to NE 24th Street. The existing single-family residence is located on Lot 1, which meets setbacks, width and area as a corner lot. Lot 3 is a long narrow lot meeting minimum width requirement and oriented to High Avenue NE. Lot 4 is considered a corner lot on NE 24th Street and Jones Avenue NE minimum width requirement. All lots meet and exceed the minimum lot areas however due to the native growth protection area easement (NGPA), the building area of Lots 2 and 4 are somewhat restricted. Lot 2 especially has a unique buildable area, which will require the applicant to customize the construction plan to fit the lot without impact to the NGPA. Each of the proposed lots satisfies the minimum lot area and dimension requirements of the R-8 zone. The plat plan does include setback lines for each lot showing potential building envelopes and when considering the required setbacks, as well as access points for each lot, the proposed lots appear to have sufficient building area for the development of detached single-family homes. e) Reasonableness of Proposed Boundaries Access: Access shall be provided to Lots 1, 2 and 4 directly from NE 24th Street. Lots 1 and 4 shall be considered corner lots along High Avenue NE and Jones Avenue NE respectively. Lot 3 fronts directly on High Avenue NE, which is a dead end street. To meet Fire Department requirements for dead end streets exceeding 500 feet in length, a hammerhead turnaround shall be required along High Avenue NE meeting code specifications. This code requirement shall be meet prior to the approval of the construction plans, please reference Advisory Notes of this report. Topography: The site is rolling with slope range of 4 to 5 percent. The site is treed with a • Category 3 wetland and a stream bisecting the site south to north. The developable portion of the site is vegetated primarily with trees and grass in addition to landscaping for the existing residence. The applicant is proposing to remove 10 trees outside of the native growth protection area easement. The geotechnical report submittal was waived unless determined necessary at the construction or building permit review. Please refer to the discussion under "Earth" in the environmental review section of this report for additional analysis. Staff recommends that a Native Growth Protection Easement (NGPE) be recorded over the protected wetland and stream prior to short plat recording. Relationship to Existing Uses:The subject site currently contains a 1,184 sq ft single-family residence, which is to remain on proposed Lot 1. The properties to the north, south and east of the subject site are designated Residential—8 dwelling units per acre(R-8)on the City's zoning map. The parcels surrounding the site contain single-family residences.Across Jones Avenue NE to the east, is a parcel undergoing development of the 9-lot Bartell Short Plat. To the west of the site is Interstate-405 right-of-way. The proposal is consistent with the intent of the both the Comprehensive Plan and Zoning Code and would not be out of character with the existing or recent development in the area. Environmental Considerations: The City's Critical Areas maps depict the presence of wetlands and a stream on site. The wetland on the site meets the criteria as a forested Category 3 wetland according to Wetland Delineation report prepared by The Riley Group, Inc. dated January 15, 2005. Additionally, on-site stream bisects the site. This land use application is vested prior to the Critical Areas ordinance adopted in May of 2005. Please refer to the discussion under "Wetland/Stream" in the environmental review section of this report for additional analysis. In order to ensure protection of the wetland, stream and the buffer, staff recommends that a Native Growth Protection Easement (NGPE) be recorded over the protected wetland and stream prior to • short plat recording. Availability and Impact on Public Services (Timeliness) Police and Fire: Police and Fire Prevention staff indicate that sufficient resources exist to furnish services to the proposed development, subject to the condition that the applicant provide Code shpltrpt.doc ' City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED June 21,2005 PROJECT LUA-05-050,SHPL-A,ECF Page 11 required improvements and fees. As part of SEPA, staff recommended a mitigation measure for Fire Mitigation Fee in order to mitigate the project's potential impacts to emergency services. Schools: The site is located within the boundaries of the Renton School District. Renton School District No. 403 has indicated that Kennydale Elementary School, McKnight Middle School and Hazen High School can accommodate the increased student enrollment that may result from the development of the proposed project, estimated at 1.76 or 2 (0.44 x 4 = 1.76 or 2) students. The school district has indicated that these schools would be able to support the additional students generated by the proposal. Storm Water. A drainage ditch exists on the south side of NE 24th Street. No improved drainage facilities front this site. The applicant submitted a preliminary drainage report with the short plat application addressing requirements for detention and water quality design per the 1990 King County Surface Water Design Manual. The project site drains to South Kennydale Creek basin. Surface Water System Development Charge will be assessed at a rate of $715.00 per single- family dwelling with credit giving for the existing structure. Payment of these fees shall be required prior to issuance of the utility construction permit. Water and Sanitary Sewer Utilities: There is an existing 8-inch water main in Jones Avenue NE and a 6-inch steel dead end water main in NE 24th Street. An 8-inch water main extension shall be required in NE 24th Street and High Avenue NE. Available fire flow at the project site is 700 gpm. Static pressure is 80 psi. The project is located in the 435-water pressure zone and the Aquifer Protection Zone 2. The fire flow requirement for the proposed development is 1,000 gpm; fire hydrants are required within 300 feet of all structures. The Water System Development Charge will be assessed at the rate of $1,525.00 per single-family dwelling with credit giving for the existing structure. Payment of these fees shall be required prior to issuance of the utility construction permit. There is an existing 8-inch sewer main in Jones Avenue NE and a portion of NE 24th Street. The extension of the sewer is required in NE 24th and High Avenue NE. The site is subject to NE 20th Jones Special Assessment District (SAD) based on square footage and the West Kennyda Special Assessment District (SAD) based on number of lots. Payment of these fees shall be required prior to issuance of the utility construction permit. The Sanity Sewer System Development Charges will be assessed at a rate of$900.00 per single-family dwelling. No credit is given for the existing dwelling, as it is on septic and will be required to connect to the new sewer main prior to recording of the short plat. G. FINDINGS: Having reviewed the written record in the matter, the City now enters the following: 1. Request: The applicant has requested Administrative Short Plat Approval for the Roberson Short Plat, File No. LUA-05-050, SHPL-A, ECF. 2. Application: An application was submitted in compliance with the requirements for conducting short plat review. The applicant's short plat plan and other project drawings are contained within the official land use file. 3. Comprehensive Plan: The subject proposal is consistent with the Comprehensive Plan designations of the Residential Single Family(RSF)land use designation. 4. Zoning: The proposal as presented generally complies with the zoning requirements and development standards of the Residential—8 (R-8)zoning designation, provided all advisory notes and conditions of approval are complied with. 5. Subdivision Regulations: The proposal generally complies with the requirements established by the City's Subdivision Regulations for the short platting of four lots provided all advisory notes and conditions of approval are complied with. 6. Existing Land Uses: Land uses surrounding the subject site include: North Residential—8 • (R-8); East: Residential—8(R-8); South:Residential—8(R-8); and West Residential—8(R-8), Interstate 405. shpltrpt.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED June 21,2005 PROJECT LUA-05-050,SHPL-A,ECF Page 12 • 7. ERC Review: The City's Environmental Review Committee(ERC) has reviewed the proposal and issued a determination of non-significance-mitigated (DNS-M)and imposed 7 mitigation measures. 8. Protected Wetland and Stream: The subject site contains an approximately 12,304 square foot protected Category 3 wetland. H. CONCLUSION: 1. The subject site is located in the Residential Single Family(RSF)comprehensive plan designation and generally complies with the goals and policies established with this designation. 2. The subject site is located in the Residential -8 (R-8)zoning designation and complies with the zoning and development standards established with this designation provided all conditions of approval and advisory notes are completed. 3. The proposed four lot short plat generally complies with the subdivision regulations as established by city code and state law provided all conditions of approval and advisory notes are completed. 4. The proposed four lot short plat complies with the street standards as established by city code provided all conditions of approval and advisory notes are completed. DECISION: The Roberson Short Plat, File No. LUA-05-050, SHPL-A, ECF is approved subject to the following conditions: 1. The applicant shall establish and record a Native Growth Protection Easement (NGPE)for the protected wetland and riparian area as shown per the Preliminary Short Plat Map. The NGPE shall be • recorded on the face of the final short plat. 2. No vegetation removal shall be allowed in the wetland or buffer with the exception of dangerous or diseased trees. All dangerous and/or diseased trees proposed to be removed from the site shall require a letter from a qualified arborist and would be subject to inspection and may require replacement at a higher ratio. A note to this effect shall be on the face of the final plat map. 3. A maintenance agreement shall be created concurrently with the recording of the short plat in order to establish maintenance responsibilities for all shared improvements, including landscaping and irrigation system. The agreement shall be placed on the face of the final short plat. 4. The applicant shall pay the appropriate Traffic Mitigation Fee equal to$75.00 for each new daily trip associated with the project. Credit given for one existing residence. The Traffic Mitigation Fee shall be paid prior to the recording of the short plat. 5. The applicant shall pay the appropriate Fire Mitigation Fee equal to$488.00 per new single- family residence. Credit given for one existing residence. The Fire Mitigation Fee shall be paid prior to the recording of the short plat. SIGNATURES: , _fi_212/0c Gregg A. Zim Mer an /B/PWAdm►mAdministrator tor dec►s►on date • shpltrpt.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED June 21,2005 PROJECT LUA-05-050,SHPL-A,ECF Page 13 ADVISORY NOTES TO APPLICANT The following notes are supplemental information provided in conjunction with the administrative land use action. Because the notes are provided as information only, they are not subject to the appeal process for the land use actions Planning 1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. The Development Services Division reserves the right to rescind the approved extended haul hours at any time if complaints are received. 2. Commercial, multi-family, new single family and other nonresidential construction activities shall be restricted to the hours between seven o'clock (7:00)a.m. and eight o'clock (8:00) p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between nine o'clock (9:00)a.m. and eight o'clock(8:00)p.m. No work shall be permitted on Sundays. Property Services -Comments for Final Short Plat Submittal 1. Please see attached memo from Property Services dated June 9, 2005 regarding revisions and final short plat information. Fire Prevention 1. A fire hydrant with 1,000-gpm fire flow is required within 300 feet of all new single-family structures. If the building square footage exceeds 3,600 square feet in area, the minimum dire flow increases to 1,500 gpm and requires two hydrants within 300 feet of the structures. Plan Review—Drainage 1. The Surface Water System Development Charges are based on a rate of$715.00 x 3 single-family homes. Estimated fees based on the entire site plan is $2,145.00. Credit was given to the existing single-family home. Payment of these fees will be required prior to issuance of utility construction permit. 2. A preliminary drainage report has been submitted and reviewed. The drainage report addresses requirements for detention and water quality design per the 1990 KCSWM. 3. A temporary erosion control plan will be required and shall be installed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. The first order of business shall be installation of a silt fence along the perimeter of the site that is to be disturbed. The silt fence shall be in place before clearing and grading is initiated. This will be required during the construction of both off-site and on-site • improvements as well as building construction. Plan Review—Sewer 1. The Sanitary Sewer System Development Charges are based on a rate of$900 x 4 single-family homes. Estimated fees based on the entire site plan is $3,600.00. Payment of these fees will be required prior to issuance of utility construction permit. 2. This parcel is subject to two Special Assessment Districts. NE 20th&Jones SAD is based on square footage. The rate is 18,850 sq. feet x $0.27926559 plus interest. Total fees will be calculated including interest at time of payment. West Kennydale SAD is based on a rate of 4 lots x $1,050. Total is $4,200.00. See attached fee sheet. Payment of these fees will be required prior to issuance of utility construction permit. 3. A sanitary sewer extension is required in NE 24th and High Ave NE to serve the site. It has been shown on the plans. 4. Dual side sewers are not allowed and minimum slope shall be 2%. 5. If existing home is on septic, it will be required to be abandoned in accordance with King County Health prior to recording of the plat. The home will be required to connect to the new sewer main prior to recording. Plan Review—Water 1. The Water System Development Charges are based on a rate of$1,525.00 x 3 new single-family homes. Estimated fees based on the entire site plan is $4,575.00. Credit was given for 1 existing single-family home. Payment of these fees will be required prior to issuance of utility construction permit. 2. Fire flow requirement for single-family residences is 1,000 gpm. Hydrants are required within 300 feet of all structures. Existing hydrants to be counted, as fire protection will be required to be retrofitted with a 5-inch storz quick disconnect fitting. 3. An 8-inch water main extension is required in NE 24th and High Ave NE to serve the site. It has been shown on the plans. Hydrants will be required to be installed on the new 8-inch main. Plan Review— Street Improvements 1. Dead end roads that exceed 300 feet in length will require a hammerhead turnaround. This is a fire department requirement. Minimum pavement width shall be 20 feet in High Ave. A hammerhead turnaround is required in High Ave. An additional 3 feet of paving will also be required. 2. Per City Code, half street improvements including sidewalks, curb and gutter, paving, storm drainage, and street signs are required in NE 24th Street and in High Ave NE. City code also requires minimum right of way width of 50 feet for residential access streets. Existing right of way width is 30 feet. Modifications from these standards either in shpltrpt.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED June 21,2005 PROJECT LUA-05-050,SHPL-A,ECF Page 14 • whole or part shall be subject to review upon a request in writing from the applicant. See RMC, Title 4, Chapter 9, 250D, Modification Requirements. Please forward requests to: Kayren Kittrick Engineering Supervisor City of Renton 1055— S. Grady Way, 6th floor, Renton, WA. 98058 3. Applicant will be required to comply with the City of Renton's Trench Restoration and Street Overlay Requirements. 4. A traffic control plan, approved by the City will be required for any construction impacting the City's right of way. Plan Review— General 1. Construction plan indicating haul route and hours, construction hours and a traffic control plan shall be submitted for approval prior to any permit being issued. 2. Haul hours shall be restricted to 8:30 a.m. to 3:30 p.m. unless approved in advance by the Development Services Division. 3. Rockeries or walls to be constructed greater than 4 feet in height will require a separate building permit and the following note shall be added to the civil plans: "All rockeries or walls greater than 4 feet in height will require a separate building permit.A licensed engineer with geo-technical expertise must be retained for proposed rockeries greater than four feet in height. The engineer must monitor rockery construction and verify in writing that the rockery was constructed in general accordance with ARC standards and with his/her supplemental recommendations, in a professional manner and of competent and suitable material. Written verification by the engineer must be provided to the City of Renton public works inspector prior to approval of an occupancy permit or plat approval for the project." 4. Mailboxes are required to be clearly noted and shown on the construction plans at time of submittal. Plans shall also include a note requiring a "NO PARKING" sign be posted. 5. The site is located in Aquifer Protection Zone 2 and may be subject to additional requirements per City code. Constructed secondary containment may be required if more than 20 gallons of regulated hazardous materials will be present at the new facility(RMC 4-3-050H2d(i)). Certain uses require operating permits (RMC 4-9-015). A fill source statement (RMC 4-4-060L4) is required if more than 100 cubic yards of fill material will be imported to the project site. Construction Activity Standards (RMC 4-4-03007) shall be followed if during construction, more than 20 gallons of hazardous materials will be stored on site or vehicles will be fueled on site. Surface Water Management Standards (RMC 4-6-030E2 and 3)--Biofilters, stormwater conveyance, and water quality ponds may require a groundwater protection liner. Impervious surfaces shall be provided for areas subject to vehicular use or storage of chemicals. 6. Separate permits for side sewers,water meters, storm drainage connections, landscape irrigation meters and any backflow devices will be required. 7. A separate permit to cut and cap existing utilities will be required as part of any demolition permits. 8. All plans shall conform to the Renton Drafting Standards. 9. All required utility; drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. 10. When plans are complete three copies of the drawings,two copies of the drainage report, a construction estimate and application fee shall be submitted at the sixth floor counter. A fee worksheet is attached for your use, but prior to preparing a check, it is recommended to call 425-430-7266 for a fee estimate as generated by the permit system. 11. Applicant shall be responsible for securing all necessary private or public easements for utilities and/or street improvements. • shpltrpt.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED June 21,2005 PROJECT LUA-05-050,SHPL-A,ECF Page 15 TRANSMITTED this 21St day of June, 2005 to the Owner/Applicant: William R. Roberson • 16834 315t Place S SeaTac,WA 98188 TRANSMITTED this 21st day of June, 2005 to the following Parties of Record: Thomas N Woldendorp Geo Datum 22525 SE 64th Place#266 Issaquah,WA 98027 Jean Sterns 2216 Jones Avenue NE Renton,WA 98056 TRANSMITTED this 21St day of June, 2005 to the following: Larry Meckling, Building Official Stan Engler, Fire Marshal Neil Watts, Development Services Director Jennifer Henning Jan Conklin Kayren Kittrick, Plan Review Supervisor Carrie Olson Lawrence J.Warren,City Attorney South County Journal Land Use Action Appeals & Requests for Reconsideration The administrative land use decision will become final if the decision is not appealed within 14 days of the effective date of decision. An appeal of the decision must be filed within the 14-day appeal period(RCW 43.21.C.075(3);WAC 197-11-680). RECONSIDERATION. Within 14 days of the effective date of the decision,any party may request that a decision on a short plat be reopened by the Administrator. The Administrator 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 Administrator finds insufficient 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 following appeal timeframe. APPEAL. This administrative land use decision will become final if not appealed in writing to the Hearing Examiner on or before 5:00 PM on July 11, 2005. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. Appeals must be filed in writing,together with the required $75.00 application fee,to: Hearing Examiner,City of Renton, 1055 South Grady Way, Renton,WA 98055. 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Position Reclassifications and Classifications for new Correspondence.. positions effective January 2008. Ordinance Resolution Old Business Exhibits: New Business Issue Paper Study Sessions Information Recommended Action: Approvals: Refer to Finance Committee Legal Dept X Finance Dept X Other Fiscal Impact: Expenditure Required... $0 Transfer/Amendment Amount Budgeted Revenue Generated Total Project Budget City Share Total Project.. MARY OF ACTION: Salary Adjustments and title changes are recommended for the following 111-- SU position classifications: Current Title Current New Budget Grade Grade Change 2008 Civil Engineer I (inadvertently left off re-class request a19 a21 $ 0 in December) Recreation Supervisor re-titled to Recreation Manager m25 m28 $ 0 (inadvertently left off re-class request in December) Lead Building Inspector (new position due to Benson a24 $ 0 Hill Annexation) Lead Code Compliance Inspector (new position due to a22 $ 0 Benson Hill Annexation) Planning Director (new position due to Benson Hill m38 $0 Annexation) Water Utility Instrumentation/SCADA Technician a19 $0 (new position due to Benson Annexation) Risk Manager (new position due to Benson Hill m30 $ 0 Annexation) STAFF RECOMMENDATION: Approve salary grades for existing and new positions, effective January 1, 2008. Funds to implement these changes were included within the 2008 budget. II) Rentonnet/agnbill/ bh • ti`S O� HUMAN RESOURCES & RISK • , MANAGEMENT DEPARTMENT MEMORANDUM DATE: March 17, 2008 TO: Marcie Palmer, Council President Members of the Renton City Council VIA: Dennis Law, Mayor FROM: -catfrEileen Flott, Acting HR Administrator STAFF CONTACT: Eileen Flott, Acting HR Administrator SUBJECT: Position Reclassifications and Classifications for new positions effective January 2008. ISSUE Should the Council approve the position classifications and related salary adjustments for seven positions within the City's salary schedule? • RECOMMENDATION Authorize classification and pay grade of two existing positions, and five new positions created as a result of the Benson Hill Communities annexation. BACKGROUND Seven position classifications need to be authorized by the City Council and included within our budget. The Human Resources Depai lment has completed its review of these positions and recommends the adjustments outlined below. The first two positions listed below were a result of a re-class process that was conducted in 2007 and had been brought to Council in December 2007. However, the two positions were inadvertently left off the agenda bill,but were included in the issue paper attached to the agenda bill. Therefore this is to memorialize the results of the re-class. Council approved the remaining five positions in the Benson Hill annexation budget. However, the salary grades approved in the annexation budget were only placeholders, since Human Resources had not analyzed the appropriateness of the grades and/or negotiated with Local 2170. Human Resources has now finalized its analysis and has reviewed those positions covered under union contracts with union representatives and received their concurrence with our recommendations—subject of course to City Council approval. There is no additional cost of implementation during FY 2008. • If approved, the recommended salary adjustments contained in this report would be effective on January 1, 2008. The salary analysis affects positions in the Community c:\docume—l\bwalton\locals-1\temp\2008 issue annex positions 3-11-08.doc Eileen Flott Page 2 of 2 3/12/2008 Services; Community and Economic Development, Finance, Information Services & Risk Management, and Public Works Departments. COMMUNITY SERVICES Recreation Supervisor (Non-Represented, grade m25): The duties and responsibilities have not changed significantly. Our recommendation to reclassify this position is based upon internal equity. We recommend the position be changed to grade m28 effective January 1, 2008 and title changed to Recreation Manager. PUBLIC WORKS Civil Engineer I (Local 2170, grade a19): The duties and responsibilities have not changed significantly. Our recommendation to reclassify this position is based upon labor market analysis. We recommend the position be increased to grade a21 effective January 1, 2008. COMMUNITY & ECONOMIC DEVELOPMENT Lead Building Inspector(Local 2170, grade a24): This position is a new position due to the Benson Hill Annexation. Our recommendation to place this position in grade a24 is based upon internal equity. Lead Code Compliance Inspector(Local 2170, grade a22): This position is a new position due to the Benson Hill Annexation. Our recommendation to place this position in grade a22 is based upon internal equity. Planner Director (Non-Represented, grade m38): This position is a new position due to the Benson Hill Annexation. Our recommendation to place this position in grade m38 is based upon internal equity. PUBLIC WORKS Water Utility Instrumentation/Scada Technician (Local 2170, grade a19): This position is a new position due to the Benson Hill Annexation. Our recommendation to place this position in grade al9 is based upon internal equity. FINANCE,INFORMATION & RISK MANAGEMENT Risk Manager (Non-Represented, grade m30): This position is a new position due to the Benson Hill Annexation. Our recommendation to place this position in grade m30 is based upon internal equity. c:\docume—l\bwalton\locals-i\temp\2008 issue annex positions 3-11-08.doc • 4 CITY OF RENTON COUNCIL AGENDA BILL A AI#: , / „. Submitting Data: Public Works Department For Agenda of: Dept/Div/Board.. Transportation Systems Division March 17,2008 Staff Contact Rob Lochmiller, Principal Civil Engineer- Agenda Status: Transportation,x7303 Consent X Subject: Public Hearing Correspondence Fiber Optic Connection—North, CAG 07-188 Ordinance R. L. Alia Company Contract Completion Resolution Old Business Exhibits: New Business X Study Sessions Final Pay Estimate Information Public Works Contract Notice of Completion Other Interlocal Recommended Action: Approvals: Legal Dept Council Concur Finance Dept....... Fiscal Impact: (T12306-f039-0018-002) Expenditure Required.. $ 46,100 Transfer/Amendment.... Amount Budgeted... Revenue Generated..... Total Project Budget.. $135,000 City Share Total Project... SUMMARY OF ACTION: The contract provided a missing link of City conduit by continuing existing conduits located at North First Street and Burnett Avenue North to the South Lake Washington Roadway Improvements project limits at Logan Avenue North and North 4th Street. Now that the project is complete,the City has a direct path of conduits for future placement of fiber optics from City Hall to The Landing traffic signals and parking garage. The Fiber Optic Connection—North project began on January 14, 2008. Substantial completion was granted on January 25, 2008. The original contract was in the amount of$48,100, with the final contract amount being $46,100. The change in the final amount was due to bid item quantity reductions. STAFF RECOMMENDATIONS: Approve the completion of the project and authorize payment of the final pay estimate of$7,775.00, and the release of retainage for the full project in the amount of$2,305.00 after 60 days, subject to the required authorization. H:\Division.s\TRANSPOR.TAT\DESIGN.ENG\Rob\Fiber Conduit\Closeout\Retainage Agenda Bill.doc • • • � 4 Date: 2/08/2008 City of Renton -Transportation Page 1 of 1 Time:12:30 pm PROJECT PAY ESTIMATE Project:Fiber Optic Connection-North Estimate No. 2 1/19/2008-2/08/2008 Engineer:Rob Lochmiller Vendor:'1-R L.Alia Come " PO Number: - y Total Authorized: $48,100.00 Project Number:CAG 07-188 �t'07 Williams Avenue 5.:""..s; >,u,.°-:.,....,.„, (•'k ;: ,:'"2,,; :.• ;Y:,Revised Total Authorized w/CO: $48,100.00 Contract No:CAG 07-188 °- >' Contract Working Days: 15 Award Date:12/10/2007 ,;Fenton WA 000p6-805T. Notice To Proceed: 1/14/2008 =..Phpne.`2Uti;423-3590>...,,;;-.,.',.::;it- ' . ' „ em " 'Description 3'UM Contract ... Previous This Estimate ,,Tota,, `1Work Completed 'Percerit No.' Quantity ' ' Unit Price " Total'Pnce. 'Qty Oty ' _:Amount Qty, I Amount:;. Complete- 01 Resolution of Utility Conflicts EST 1.0000 2,000.0000 2,000.00 0.0000 0.0000 0.00 0.0000 0.00 0 02 Mobilization LS 1.0000 15,000.0000 15,000.00 1.0000 0.0000 0.00 1.0000 15,000.00 100 03 Project Temporary Traffic Control LS 1.0000 5,000.0000 5,000.00 0.7500 0.2500 1,250.00 1.0000 5,000.00 100 04 Conduit System Complete LS 1.0000 26,100.0000 26,100.00 0.7500 0.2500 6,525.00 1.0000 26,100.00 100 Percent of Amt Completed: 96% Amount This Estimate w/CO: $7,775.00 Percent of Days Completed: 127% Total Work Completed to Date: $46,100.00 Resident Engineer Date Contractor Started: 1/14/2008 CO Amount This Estimate: $0.00 Working Days Started: 1/14/2008 C/O Total to Date: $0.00 Original Completion: 2/04/2008 Materials On Hand: $0.00 Construction Engineer Date Materials On Hand Deduction: $0.00 Non-Working Days: 1 Overall Total Completed: $46,100.00 Time Extension Days: 0 Deduct 5.00% Retention $(2,305.00) Construction Manager Date Estimated Completion: 2/05/2008 Retention Withheld this Estimate $(388.75) Actual Completion: 1/25/2008 Retention Withheld to Date: $(2,305.00) Retention Released to Date: $0.00 Contractor's Representative Date Other Deductions: $0.00 Total Deductions: $(2,305.00) Total Due to Date: $43,795.00 Deduct Previous Payments: $(36,408.75) Balance Due This Estimate: $7,386.25 Run By: Rob Lochmiller ? Generated by ShaipeSort Product State of Washington Reg.No.: Department of Revenue a - x Audit Procedures&Administration Date: March 17,2008 d 'L 1888 PO Box 47474 • Olympia,Washington 98504-7474 NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT From: DEPARTMENT,USE`;ONLY'.; City of Renton Assigned To Tracy Schuld 1055 South Grady Way Date Assigned Renton,WA 98057 Notice is hereby given relative to the completion of contract or project described below. Description of Contract Fiber Optic Connection-North Contractor's Name R.L.Alia Company Telephone No.(206)423-3590 Contractor's Address 107 Williams Avenue South,Renton WA 98057 Date Work Commenced Date Work Completed Date Work Accepted January 14,2008 January 25,2008 March 17,2008 Surety or Bonding Co. Agent's Address Contract Amount: $48,100.00 Amount Disbursed: $43,795.00 Additions or Reductions: $-2,000.00 Amount Retained: $2,305.00 Sales Tax: Total: $46,100.00 Total $46,100.00 By (Disbursing Officer) Phone No: The Disbursing Officer must complete and mail THREE copies of this notice to the Department of Revenue, Olympia,Washington 98504- 7474,immediately after acceptance of the work done under this contract. NO PAYMENTS SHALL BE MADE FROM RETAINED FUND until receipt of Department's certificate,and then only in accordance with said certificate. • FORM REV 31 0020(12-92) H:\Division.s\TRANSPOR.TAT\DESIGN.ENG\Rob\Fiber Conduit\Closeout\Notice_of Completion.doc • CITY OF RENTON COUNCIL AGENDA BILL j' r AI#: K/ • o • Submitting Data: Public Works For Agenda of: Dept/Div/Board.. Transportation Systems Division March 17, 2008 Staff Contact Robert Lochmiller (x7303) Agenda Status Principal Civil Engineer Consent X Subject: Public Hearing.. Duvall Avenue NE/Coal Creek Parkway SE Correspondence.. Reconstruction Project - Agreement GCA 5674 with Ordinance the Washington State Department of Transportation Resolution X Old Business Exhibits: New Business Issue Paper Study Sessions WSDOT Agreement GCA 5674 Information Resolution Recommended Action: Approvals: Legal Dept X Council Concur Finance Dept X Other Fiscal Impact: (Fund 317.012175) Expenditure Required. $1,115,929.76 Total Transfer/Amendment iloAmount Budgeted $1,695,541 (2008 - 2009) Revenue Generated $557,965 Total Project Budget $9,475,541 City Share Total Project SUMMARY OF ACTION: The Duvall Avenue NE/Coal Creek Parkway SE Reconstruction project will provide significant improvements to improve safety and ease congestion from Renton to Bellevue. The project will construct additional lanes, convert overhead power to underground, add a new traffic signal at NE 21st Street, and install new bike lanes. The agreement with Washington State Department of Transportation (WSDOT) will provide construction management services for the construction contract to complete the Duvall Avenue NE/Coal Creek Parkway SE Reconstruction project. These services will include project management, inspection, materials testing, on-call surveying, and contract administration during the construction of the project. The agreement is based on actual and direct costs of work preformed by WSDOT and will not exceed $1,115,929.76. The City has budgeted $1,695,541 for construction management in both Duvall Projects: Duvall Avenue NE-SR 900 to North City Limits (TIP #3) and Duvall Avenue NE (Coal Creek Parkway) -King County (TIP #4), for 2008 and 2009. King County will be reimbursing the City approximately 50 percent of the construction management costs for its portion of the work. STAFF RECOMMENDATION: Authorize the Mayor and City Clerk to approve the resolution and execute Agreement GCA 5674 with • the Washington State Department of Transportation in the amount of$1,115,929.76. • H:\Division.s\TRANSPOR.TAT\DESIGN.ENG\Rob\Duvall\Contracts\WSDOT\Agenda Bill Duvall WSDOT Agreement 080229.doc •• ® . PUBLIC WORKS DEPARTMENT N�� MEMOR ANDUM DATE: March 17, 2008 TO: Marcie Palmer, Council President Members of the Renton City Council VIA: Denis Law,Mayor FROM: Gregg Zimmerman, ministrator STAFF CONTACT: Robert Lochmiller, Principal Civil Engineer(x7303) SUBJECT: Duvall Avenue NE/Coal Creek Parkway SE Reconstruction Project—Agreement GCA 5674 with the Washington State Department of Transportation ISSUE: Should the City execute Agreement GCA 5674 with the Washington State Department of • Transportation for construction management for the Duvall Avenue NE/Coal Creek Parkway SE Reconstruction project? RECOMMENDATION: Authorize the Mayor and City Clerk to approve the resolution and to execute Agreement GCA 5674 with the Washington State Department of Transportation in the amount of $1,115,929.76. BACKGROUND: The Duvall Avenue NE/Coal Creek Parkway SE Reconstruction project will provide significant improvements to safety and ease congestion from Renton to Bellevue. The project will construct additional lanes, convert overhead power to underground, add a new traffic signal at NE 21st Street, and install new bike lanes. The agreement with the Washington State Department of Transportation (WSDOT) will provide construction management services for the construction contract to complete the Duvall Avenue NE/Coal Creek Parkway SE Reconstruction project. These services will include project management, inspection, materials testing, on-call surveying, and contract administration during • the construction of the project. Marcie Palmer,Council President Members of the Renton City Council March 10,2008 Page 2 • The agreement is based on actual and direct costs of work preformed by WSDOT and will not exceed $1,115,929.76. The City has budgeted $1,695,541 for construction management in both Duvall projects: Duvall Avenue NE-SR 900 to North City Limits (TIP#3) and Duvall Avenue NE (Coal Creek Parkway)—King County(TIP #4), for 2008 and 2009. King County will be reimbursing the City approximately 50 percent of the construction management costs for its portion of the work. Attachments: TIP#3 Duvall Ave NE—SR-900 to North City Limits TIP#4 Duvall Ave NE(Coal Creek Parkway)—King County cc: Peter Hahn,Deputy PW Administrator—Transportation Jim Seitz,Transportation Planning and Programming Supervisor Bob Hanson,Transportation Design Supervisor Rob Lochmiller,Principal Civil Engineer-Transportation Connie Brundage,Transportation Administrative Secretary • • H:\Division.s\TRANSPOR.TAT\DESIGN.ENG\Rob\Duva11\Contracts\WSDOT\Issue paper Duvall WSDOT Agreement 080229.doc i • • • - CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS TRANSPORTATION SYSTEMS DIVISION 2008-2013 SIX-YEAR TIP Duvall Ave NE - SR-900 to North City Limits Functional Classification: Minor Arterial Fund: 317 Proj.Length: 042 miles Proj: 12123 TIP No. 3 CONTACT: James Wilhoit 425.430.7319 DESCRIPTION: STATUS: Widening roadway to five lanes, includes:curbs,sidewalks,storm drainage,street lighting, Right-of-way acquisition nearing completion. Construction contract award planned for channelization, and bikeway from SR-900 to the north City limits. 2007. Received a TIB grant in partnership with King County;the City of Newcastle also received a TIB grant for their section of Coal Creek Parkway. The City of Renton's grant award is$3,095,640. The City is managing King County's project separately. JUSTIFICATION: CHANGES: • Growing residential areas as well as freight traffic use this route which is also becoming a major through Increases in construction cost estimate and proportional increase in construction route between Renton and Bellevue. engineering/administration cost estimate. Funding spent is tracked through project spreadsheet, not Eden,due to project split-out.The total project cost has increased approximately$3.3 million for right-of-way and estimated construction costs. _ !Funded : 17,769,435 !Unfunded : 1500,000 Project Totals Programmed Pre-2008 Six-Year Program ITEM Programmed Spent Pre-2007 2007 Total 2008 2009 2010 2011 2012 2013 EXPENSES: Project Development Precon Eng/Admin 1,446,410 946,410 500,000 • R-O-W(includes Admin) 724,959 474,959 250,000 • Construction Contract 4,955,000 2,150,000 2,805,000 1,683,000 1,122,000 Construction Enq/Admin 1,143,066 366,000 777,066 466,240 310,826 Other TOTAL EXPENSES 8,269,435 1,421,369 3,266,000 3,582,066 2,149,240' 1,432,826 SOURCE OF FUNDS: Vehicle Fuel Tax Business License Fee 329,274 22,274 307,000 187,000 120,000 , Proposed Fund Balance 2,190,522 196,695, 754,360 1,239,467 1,239,467 _ _ Grants In-Hand(TIB) 3,095,640 684,00 2,411,640 Mitigation In-Hand 1,903,999 518,400 100,000 1,285,599 322,773 962,826: _ Vehicle Fuel Tax 250,000 250,000 250,000 Other In-Hand Grants Proposed(TIB comp.) 500,000 500,000- 400,000 100,000 Mitigation Proposed L.I.D.'s Proposed Other Proposed Undetermined • TOTAL SOURCES 8,269,435 1,421,369 3,266,000 3,582,066 2,149,240 1,432,826 Duvall 08/21/1007 17'30 PM 5-3 FINAL CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS TRANSPORTATION SYSTEMS DIVISION 2008-2013 SIX-YEAR TIP Duvall Ave NE (Coal Creek Parkway) - King County Functional Classification: Minor Arterial Fund: 317 Proj.Length: 0.35 miles Proj: 12305 TIP No. 4 CONTACT: James Wilhoit 425.430.7319 DESCRIPTION: STATUS: Widening roadway to five lanes, includes:curb,gutter,sidewalk,drainage improvements,street lighting, The City is managing the King County project with full reimbursement from the County per channelization,signal modification and interconnection,and bikeway from Renton's north City limits to SE approved interlocal agreement,except for utility undergrounding,to be paid by City and 95th Way(Newcastle's south city limits). • PSE. Due to project split-out,funding is tracked through project spreadsheet, not Eden. JUSTIFICATION: CHANGES: Growing residential areas as well as freight traffic use this route which is also becoming a major through Increases in construction cost estimate. route between Renton and Bellevue. There are currently two general-purpose lanes with little or no pedestrian facilities,and left-turn lanes at various locations. Because there are uncompleted gaps between the five-lane sections from unincorporated King County to NE Sunset Blvd.,the arterial exhibits congestion and travel-time delays for all modes of traffic. 1Funded: 15,953,853 1Unfunded : 1 Project Totals Programmed Pre-2008 Six-Year Program ITEM Programmed Spent Pre-2007 2007 Total 2008 2009 2010 2011 2012 2013 EXPENSES: Project Development Precon Eng/Admin 763,533 717,155 46,378 R-O-W(includes Admin) 520 520 Construction Contract 4,115,000 1,500,000 2,615,000 2,615,000 Construction Eng/Admin 1,218,526 51 300,000 918,475 918,475 Other TOTAL EXPENSES 6,097,579 717,726 1,846,378_ 3,533,475 3,533,475 SOURCE OF FUNDS: Vehicle Fuel Tax Business License Fee Proposed Fund Balance Grants In-Hand • Mitigation In-Hand Bonds/L.I.D.'s Formed Other In-Hand (King County) 5,953,853 574,000 1,846,378 3,533,475 3,533,475 Grants Proposed Mitigation Proposed L.I.D.'s Proposed Other Proposed Undetermined TOTAL SOURCES 5,953,853 . 574,000 1,846,378 3,533,475 3,533,475_ Dw.n.WnO County O&2 Vta01 OB2,20o7 1238 5-4 FINAL • 4 ' v • GCA 5674 DUVALL AVENUE NE/COAL CREEK PARKWAY SE RECONSTRUCTION PROJECT EXHIBIT A CONSTRUCTION MANAGEMENT SERVICES—SCOPE OF WORK This scope of work is intended to provide details of WSDOT-provided construction management services. These services will include project management, inspection, materials testing and documentation, contract administration and public involvement as detailed below. 1. Administration: a. Contract Estimates: WSDOT will prepare and compile bid item pay notes (including those items paid by force account) on a monthly basis, and provide said pay notes to the City for the City to prepare monthly pay estimates for the contractor. b. Contract Documentation: WSDOT will perform all reviews necessary to ensure Contractor compliance with Sections 1-07.9, 1-07.10, and 1-07.11 of the Standard Specifications. WSDOT will provide all project records to the City within 30 calendar days after physical completion. c. As-Builts: WSDOT will provide hard copy of an as-built set of contract drawings to the City within 30 calendar days after physical completion of the project. d. Change Orders: WSDOT will compile all backup information regarding proposed change orders; if necessary, this information will be provided to the designer for any required re-design work. WSDOT will negotiate the change order scope and cost with the Contractor, and prepare the change order in a City-provided format. e. Submittals: WSDOT will coordinate the review process for shop drawings, samples, traffic control plans, test reports, and other submittals from the Contractor for compliance with the contract documents. Submittals will be logged and tracked. Key submittals will be transmitted to the City's designer or City staff, or appropriate WSDOT staff, for their review. f. Requests for Information(RFI): WSDOT will review and respond to Contractor RFI's. RFI's shall be logged and tracked. g. Schedule Review/Administration: WSDOT will provide initial schedule review. As contract work progresses, WSDOT will provide prompt notification to the City of any potential schedule impacts. WSDOT will determine working days and provide the information to the City for preparation of a weekly report in City format, the report will be retuned to WSDOT to submit to the Contractor. WSDOT shall determine the substantial and physical completion dates identified in Section 1-01.3 of the Standard Specifications, and notify the City and the Contractor in writing of said dates. h. Meetings: WSDOT will schedule, administer, and provide agendas and minutes for the following meetings: • i. Preconstruction meeting ii. Weekly schedule work updates with the Contractor GCA 5674 1/22/08 Exhibit A ' V iii. Special meetings regarding specific aspects of the contract work on an as needed basis between WSDOT, the Contractor, and the City • i. Public Communication: WSDOT will notify the City of any communications with the public and/or any project changes that would require general public notification. The City of Renton will create,maintain and update the project website. The City will make any public notifications necessary related to lane closures and detours. 2. Materials a. Testing: WSDOT will sample,test, and verify all materials used in construction of the project in accordance with WSDOT Construction Manual procedures and test methods. b. Materials Documentation: WSDOT will develop and maintain a Record of Materials for the project, based on contract specifications and WSDOT/Local Agency Guideline requirements. WSDOT will maintain materials documentation files and provide materials certification in accordance with the procedures identified in the WSDOT Construction Manual; WSDOT will certify materials within 30 calendar days after physical completion. 3. Inspection: WSDOT will provide inspection services on the jobsite during all construction activities. Inspection services include,but are not limited to: a. Observe technical progress of construction. b. Prepare Inspector's Daily Report that details the Contractor's operations performed each day; measure the quantities of materials installed; log equipment and staff used; and other associated information. c. Ensure environmental compliance during construction, including monitoring and inspection. In the event that the work is out of compliance, WSDOT411 will take all steps necessary to ensure compliance, including shut down of the project, if necessary. WSDOT will inform the City of all environmental compliance actions. d. Respond to questions that may arise as to the quality and acceptability of material furnished, work performed, and rate of progress of work performed by the Contractor, including response to related questions from adjacent property owners and the general public. e. Prepare and assemble field records and documents to help assure the project is administered in accordance with contract requirements, including materials documentation and quantity tickets. f. Provide periodic photographs during the course of construction. Photographs will be provided in digital format and cataloged by location of work and date. g. Document field changes on as-built plans. h. Coordinate with the Contractor's surveyor. i. Coordinate with the City's utility and traffic signal operations personnel. • GCA 5674 1/22/08 Exhibit A • GCA 5674 DUVALL AVENUE NE/COAL CREEK PARKWAY SE RECONSTRUCTION PROJECT Exhibit B - Cost Estimate Estimated Hourly Rate Hours per week Weeks duration Quantity Total Cost Administration Project&Assistant PE $63.88 10 52 1 $33,217.60 Office Engineer $49.98 16 52 1 $41,583.36 Asst Office Engineer $45.80 16 48 1 $35,174.40 Office Technician $42.00 16 48 1 $32,256.00 UCO &Region Support(Est) $123,900.00 1 1 1 $123,900.00 $266,131.36 Materials Materials Documentation $45.80 16 52 1 $38,105.60 Materials Tester(Regular Time) $27.47 40 48 1 $52,742.40 Materials Tester(Over Time) $33.92 5 24 1 $4,070.40 Materials Lab Fees (Est) $165,200.00 1 1 1 $165,200.00 Materials vehicle $2.28 40 48 1 $4,377.60 $264,496.00 Inspection • Chief Inspector(Regular Time) $49.98 40 52 1 $103,958.40 Chief Inspector(Over Time) $64.10 10 40 1 $25,640.00 Project Inspector(Regular Time) $45.80 40 52 4 $381,056.00 Project Inspector(Over Time) $58.27 10 40 2 $46,616.00 Inspector vehicle $2.28 40 52 5 $23,712.00 $580,982.40 Miscellaneous Costs Monthly rate Months duration Cell phone charge $60.00 1 12 6 $4,320.00 $4,320.00 $1,115,929.76 NOTES This is an Estimate, WSDOT will be paid for actual and direct costs. This project is expected to be 240 working days. • GCA 5674 Exhibit B 1/10/08 AGREEMENT GCA 5674 • DUVALL AVENUE NE/COAL CREEK PARKWAY SE RECONSTRUCTION PROJECT THIS AGREEMENT is entered into by and between the STATE OF WASHINGTON, DEPARTMENT OF TRANSPORTATION, hereinafter the "STATE" , and the CITY OF RENTON,hereinafter the "CITY", collectively referred to as the "PARTIES" and individually referred to as the"PARTY". WHEREAS, the CITY has developed the Duvall Avenue NE/Coal Creek Parkway SE Reconstruction Project within the CITY and County Limits, hereinafter referred to as the "PROJECT"; and WHEREAS, the CITY is the lead agency for construction of the PROJECT; and WHEREAS, the CITY desires that the STATE provide construction management services, hereinafter referred to as "WORK", for the PROJECT. NOW THEREFORE, by virtue of RCW 47.28.140 and in consideration of the terms, conditions, covenants, and performances contained herein, or attached and incorporated and made a part hereof, IT IS MUTUALLY AGREED AS FOLLOWS: • 1. GENERAL 1.1 Reimbursement. Amounts reimbursable under this AGREEMENT shall be based on actual and direct costs of WORK performed under this AGREEMENT. The CITY shall reimburse the STATE up to a maximum amount identified in Exhibit "B", Cost Estimate, toward the WORK as identified in Exhibit "A", Scope of Work. In the event unforeseen conditions require an increase in the cost of 25 percent or more from that agreed to on Exhibit "B", this AGREEMENT will be modified by supplement AGREEMENT covering said increase. 1.1.1 Termination. Should this AGREEMENT be terminated pursuant to the terms of Section 8, the CITY shall be obligated to reimburse the STATE for the actual and direct costs of WORK performed prior to termination of this AGREEMENT. 1.2 Work to be Performed by the STATE. 1.2.1 CONSTRUCTION MANAGEMENT SERVICES: The STATE agrees to provide WORK to the CITY for the PROJECT. A description of the WORK is attached hereto as Exhibit "A", Scope of Work. The PARTIES understand and agree that these are estimated costs only, and that the CITY is responsible for payment of all actual and direct • costs associated with WORK provided by the STATE. GCA 5674 Page 1 of 5 V Ill1.2.2 The STATE will provide a monthly accounting to the CITY of charges associated with WORK. 1.2.3 By providing WORK, the STATE shall assume no responsibility for proper construction techniques or job site safety. The presence of the STATE's personnel at the construction site is for the purpose of providing the CITY a greater degree of confidence that the completed work will generally conform to the PROJECT contract documents and that the integrity of the design concept as reflected in the PROJECT contract documents has been implemented and preserved by the PROJECT's Contractor, hereinafter referred to as the "CONTRACTOR". The STATE's personnel shall act in accordance with Section 1-05.1 and 1-05.2 of the current Washington State Department of Transportation Standard Specifications. The STATE will endeavor to protect all parties against defects and deficiencies in the work of the CONTRACTOR, but cannot guarantee the CONTRACTOR's means, methods, techniques, sequences of procedures, or for safety precautions and programs in connection with the work performed by the CONTRACTOR and/or any subcontractor. 2. PAYMENT PROCEDURE 2.1 Invoice. The STATE shall submit, not more frequently than once per month, • billing invoices to the CITY. The STATE shall submit supporting documentation with the invoice to demonstrate that the work was performed in accordance with this AGREEMENT. Invoices and work statements shall bear the STATE's name, address and reference this AGREEMENT. Invoices must be signed by an authorized representative of the STATE. The STATE's representative shall verify that the invoice is accurate, the services have been purchased or the work has been performed, and that the costs shown have been reasonably incurred in accordance with this AGREEMENT. 2.2 Payment. The CITY shall pay the STATE's invoice within thirty (30) days of the date that it receives the invoice. 3. DESIGNATED REPRESENTATIVES. All communication between the STATE and the CITY regarding the terms and administration of this AGREEMENT must go through the designated representatives identified as follows. The STATE's designated representative shall be: Doug Haight, P.E. WSDOT 3241 118th Ave SE, Suite A 111 Bellevue, WA 98005-4138 Phone: (425) 649-4429 GCA 5674 Page 2 of 5 The CITY's designated representative shall be: • Robert Hanson, PE City of Renton 1055 South Grady Way Renton, WA 98057 Phone: (425) 430-7223 4. ADMINISTRATION 4.1 Independent Contractor. The STATE shall be deemed an independent contractor for all purposes, and the employees of the CITY or any of its contractors, subcontractors, consultants, and its employees thereof, shall not in any manner be deemed to be employees of the STATE. 5. INDEMNITY 5.1 Indemnity Each PARTY to this AGREEMENT shall protect, defend, indemnify, and save harmless the other PARTY, its officers, officials, employees, and agents, while acting within the scope of their employment as such, from any and all costs, claims, judgments, and/or awards of damages (both to persons and property), arising out of, or in • any way resulting from, each PARTY's negligent acts or omissions with respect to the provisions of this AGREEMENT. No PARTY will be required to indemnify, defend, or save harmless the other PARTY if the claim, suit, or action for injuries, death, or damages (both to persons and property) is caused by the sole negligence of the other PARTY. Where such claims, suits, or actions result from concurrent negligence of the PARTIES, the indemnity provisions provided herein shall be valid and enforceable only to the extent of the PARTY's own negligence. The PARTIES each agree that its obligations under this section extend to any claim, demand, and/or cause of action brought by, or on behalf of, any of its officers, officials, employees or agents. For this purpose, the PARTIES, by mutual negotiation, hereby waive, with respect to each other only, any immunity that would otherwise be available against such claims under the Industrial Insurance provisions of Title 51 RCW. This indemnification and waiver shall survive the termination of this AGREEMENT. 5.2 The PARTIES understand and agree that because the STATE did not prepare the PROJECT contract documents for the project, the CITY waives all claims against the STATE arising from or in any way connected with errors, omissions, conflicts or ambiguities in the PROJECT contract documents prepared by others. In addition, the CITY agrees, to the fullest extent permitted by law, to indemnify and hold the STATE harmless from any damage, liability or cost, including reasonable attorneys' fees and defense costs, arising from any errors or omissions contained in the plans, specifications, or other PROJECT contract documents prepared by others, except for the negligence or willful misconduct of the STATE. • GCA 5674 Page 3 of 5 • 6. GENERAL AGREEMENT PROVISIONS 6.1 Notices. All notices under this AGREEMENT shall be sent to the Designated Representatives above unless a PARTY provides for a different Designated Representative by notifying the other PARTY in writing. All notices shall be deemed to be received when personally delivered, or three (3) days after deposit in the United States Mail, postage prepaid, or when delivered marked registered or certified mail, return receipt requested, and addressed to the PARTY's Designated Representative. 6.2 No Agency. No joint venture or partnership is formed as a result of this AGREEMENT. No employees, agents or subcontractors of one PARTY shall be deemed, or represent themselves to be, employees of the other PARTY. 6.3 No Third Party Rights. It is understood and agreed that this AGREEMENT is solely for the benefit of the PARTIES hereto and gives no right to any other party. Nothing in this AGREEMENT, whether expressed or implied, is intended to confer any rights or remedies under or by reason of this AGREEMENT on any persons other than the PARTIES. 6.4 Assignment. No PARTY shall assign any interest, obligation, or benefit in this AGREEMENT or transfer any interest in the same, whether by assignment or novation, without prior written consent by the other PARTY. • 6.5 Governing Law and Venue. This AGREEMENT will beg overned by, and construed and enforced in accordance with, the laws of the State of Washington. Any legal action brought resulting from this AGREEMENT shall be brought in the Superior Court situated in Thurston County, Washington. 6.6 Amendments/Supplements. The PARTIES reserve the right to amend this AGREEMENT as necessary. No addition or modification to this AGREEMENT shall be binding upon the PARTIES unless reduced to writing and signed by an authorized representative of each of the PARTIES. 6.7 Entire AGREEMENT. This AGREEMENT, including its Recitals and Exhibits, embodies the PARTIES' entire AGREEMENT on the matters covered by it, except as amended by written supplement or amendment to this AGREEMENT. 6.8 Severability. If any portion of this AGREEMENT is declared unenforceable or invalid by a court of law, then the PARTIES shall diligently seek to modify this AGREEMENT consistent with the PARTIES' intent to the maximum extent allowable under the law and consistent with the court decision. 7. EFFECTIVE DATE • 7.1 Unless otherwise provided herein, the term of this AGREEMENT shall commence as of the date that both PARTIES have executed this AGREEMENT and shall GCA 5674 Page 4 of 5 terminate when the STATE receives the final payment and written acceptance of the • WORK from the CITY, or when the AGREEMENT is terminated pursuant to Section 8, TERMINATION. 8. TERMINATION 8.1 Either PARTY may terminate this AGREEMENT immediately upon notice to the other PARTY's Designated Representative. In this case, the date of termination shall be thirty(30) working days following the date that the PARTY gives notice. IN WITNESS WHEREOF, the PARTIES hereto have executed this AGREEMENT as of the date signed last hereto below. CITY OF RENTON WASHINGTON STATE DEPARTMENT OF TRANSPORTATION By By Denis Law Printed Name Mayor Title Date Date APPROVED AS TO FORM APPROVED AS TO FORM City Attorney Assistant Attorney General Date Date Attest: • GCA 5674 Page 5 of 5 • CITY OF RENTON, WASHINGTON RESOLUTION NO. A RESOLUTION OF THE CITY OF RENTON, WASHINGTON, AUTHORIZING THE MAYOR AND THE CITY CLERK TO ENTER INTO AN INTERLOCAL AGREEMENT WITH THE STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION FOR CONSTRUCTION MANAGEMENT FOR THE DUVALL AVENUE NE/COAL CREEK PARKWAY SE RECONSTRUCTION PROJECT. WHEREAS, the Duvall Avenue NE/Coal Creek Parkway SE Reconstruction Project will improve safety and ease congestion from Renton to Bellevue; and WHEREAS, a portion of the project is within the City of Renton or soon to be annexed to the City of Renton; and WHEREAS, the project will construct additional lanes, convert overhead power to underground, a new traffic signal at NE 21St Street, and new bike and glanes; WHEREAS, the agreement with the State of Washington Department of Transportation will provide construction management services for that portion of the project within the City of Renton for the construction contract to complete the Duvall Avenue NE/Coal Creek Parkway SE Reconstruction Project. These Services will include project management, inspection, materials testing, on-call surveying, and contract administration during the construction of the project; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DOES RESOLVE AS FOLLOWS: SECTION I. The above findings are true and correct in all respects. SECTION II. The Mayor and City Clerk are authorized to enter into an • agreement entitled Agreement GCA 5674 Duvall Avenue NE/Coal Creek Parkway SE 1 RESOLUTION NO. Reconstruction Project between the City of Renton and the State of Washington Department of • Transportation. PASSED BY THE CITY COUNCIL this day of , 2008. Bonnie I. Walton, City Clerk APPROVED BY THE MAYOR this day of , 2008. Denis Law, Mayor Approved as to form: • Lawrence J. Warren, City Attorney RES. 1326:2/29/08:scr • 2 CITY OF RENTON COUNCIL AGENDA BILL AI>Y: � " 1<". •Submitting Data: Public Works For Agenda of: Dept/Div/Board.. Transportation Systems Division March 17, 2008 Staff Contact Juliana Fries, ext. 7232 Agenda Status Consent X Subject: Public Hearing.. Lake Washington Trail (South Lake Connector) Federal Correspondence.. Grant - Supplemental Agreement No. 1 Ordinance Resolution X Old Business Exhibits: New Business X Issue Paper Study Sessions WSDOT Local Agency Agreement Supplemental No. 1 Information Resolution Recommended Action: Approvals: Legal Dept X Council Concur Finance Dept Other Fiscal Impact: (317.012707) iiExpenditure Required... $ 900,000 Transfer/Amendment Amount Budgeted $1,400,000 (2008) Revenue Generated $ 900,000 Total Project Budget $1,400,000 City Share Total Project.. $ 0 SUMMARY OF ACTION: The Lake Washington Trail (South Lake Connector) (commonly referred to as the Sam Chastain Trail) was selected for a federal transportation grant of$900,000 with no City match required. This project also received a federal enhancement grant in 2006, in the amount of$500,000. A Local Agency Agreement (CAG-06-114) has been executed by the City for the obligation of design funds out of the enhancement grant funding. The City will soon start construction of Stage 1 of the project. Stage 1 will construct approximately 4,000 feet of a southbound bike lane along Logan Avenue North between Lake Washington Boulevard and North 6th Street, and provide intersection modifications to improve non-motorized safety. Stage 2 will construct northbound and southbound bike lanes from North 6th Street to Airport Way, thereby connecting to the Cedar River Trail. STAFF RECOMMENDATION: Approve the resolution authorizing the Mayor and City Clerk to enter into Supplemental Agreement No. 1 with the Washington State Department of Transportation for the obligation of grant funding and all subsequent agreements necessary to accomplish this project. III H:\Division.s\TRANSPOR.TAT\PLANNING\Juliana\Agenda Bill\2008\AB 2008 Lake Wa Trail.doc • ti`S O� PUBLIC WORKS DEPARTMENT MEMORANDUMam DATE: March 17, 2008 TO: Marcie Palmer, President Members of the Renton City Council VIA: Denis Law, Mayor FROM: Gregg Zimmermaministrator STAFF CONTACT: Juliana Fries, Transportation Program Development Coordinator (extension 7232) SUBJECT: Lake Washington Trail (South Lake Connector) Federal Grant - Supplemental No. 1 ISSUE: Should the City of Renton sign the Local Agency Agreement Supplemental No. 1 with the Washington State Department of Transportation (WSDOT)to obligate federal grant funding for the Lake Washington Trail (South Lake Connector)project? RECOMMENDATION: Approve the resolution authorizing the Mayor and City Clerk to enter into Supplemental Agreement No.1 with the Washington State Department of Transportation for the obligation of grant funding and all subsequent agreements necessary to accomplish this project. BACKGROUND: This project will provide the missing link in the regional trail from approximately Gene Coulon Park to the Cedar River Trail. This multi-purpose trail will also improve non- motorized access to Renton's Urban Center Downtown and Urban Center North. The project will construct a southbound bike lane (northbound already exists) along Logan Avenue North from Lake Washington Boulevard to North 6th Street (Stage 1) and northbound and southbound bike lanes along Logan Avenue North from North 6th Street to the Cedar River Trail (Stage 2). This will create nearly two miles of new bike lanes. Minor pedestrian improvements will be installed to provide barrier-free passage. • Marcie Palmer,President Members of the Renton City Council March 17,2008 Page 2 • The Lake Washington Trail (South Lake Connector) project was selected for a federal transportation grant of$900,000 for construction. We will use $500,000 for this obligation to construct Stage 1 and use the remainder of the award for construction of Stage 2. Design for both Stage 1 and Stage 2 is funded through a $500,000 federal grant received in 2006. Attachments: Local Agency Federal Aid Project Prospectus Regional 2007-2010 TIP Project Sheet 2008-2013 Six-Year TIP#42 Project Sheet cc: Peter Hahn,Deputy PW Administrator—Transportation Jim Seitz,Transportation Planning and Programming Supervisor Juliana Fries,Transportation Program Development Coordinator Rob Lochmiller,Transportation Project Manager Nancy Violante,Grants Accountant Connie Brundage,Transportation Administrative Secretary • • H:\Division.s\TRANSPOR.TAT\PLANNING\Juliana\Issue Papers\IP Grant LW Trail.doc A E1AFT Washington State Local Agency Federal Aid ,7/ Department of Transportation Project Prospectus Prefix Route ( ) ederal Aid STPE-1070(006) Date 3/3/2008 Project Number Local Agency !WSDOT1 Federal Employer 91-6001271 Project Number `Use Only Tax ID Number Agency Federal Program Title City of Renton ® 20.205 ❑ 20.209 0 Other Project Title Start Latitude N 47.5027 Start Longitude W 122.2000 Lake Washington Trail(South Lake Connector) End Latitude N 47.4996 End Longitude W 122.2188 Project Termini From To Lake Washington Trail Cedar River Trail From: To: Length of Project Award Type N/A N/A 0.5 miles ® Local 0 Local Forces ❑ State 0 Railroad Federal Agency City Number County Number County Name WSDOT Region ® FHWA ❑ Others 1070 17 King Northwest Region Congressional District Legislative Districts Urban Area Number TMA/MPO/RTPO 8&9 37&41 1 PSRC Total Local Agency Phase Start Phase Estimated Cost Funding Federal Funds Date (Nearest Hundred Dollar) (Nearest Hundred Dollar) (Nearest Hundred Dollar) Month .Year P.E. $500,000 $500,000 11/07 R/W 03/08 Const. $900,000 $900,000 04/08 •Total $1,400,000 $1,400,000 Description of Existing Facility (Existing Design and Present Condition) Roadway Width Number of Lanes varies 38-56 varies 3-5 No trail connection exists between the Lake Washington Trail and Cedar River Trail.The primary goal of the project is to construct the missing link to complete the non-motorized transportation corridor between Cedar River Trail and Lake Washington Trail. The Lake Washington Trail terminates at the South end of Gene Coulon Park and the Cedar River Trail extends along the Cedar River to the dock of the Cedar River Boathouse. The connection between the Lake Washington Trail and the Cedar River Trail will be along Logan Ave N.Logan Ave N already has sidewalks(with planter area buffers)within the project limits. Description of Proposed Work Description of Proposed Work(Attach additional sheet(s) if necessary) The project has been split into two stages: Stage 1 will construct approximately 4,000 feet of southbound bike lane along Logan Ave N from Lake Washington Blvd to N 6th St and provide intersection modifications to improve non-motorized safety. Stage 2 will construct approximately 2,500 feet of northbound and 2,500 feet of southbound bike lanes along Logan Ave N from N 6th St to the Cedar River Trail and construction non-motorized improvements.When phase 2 is completed,nearly two miles of new bike lanes would be provided. Local Agency Contact Person Title Phone Juliana Fries Program Development Coordinator 425-430-7232 4ii Mailing Address City State Zip Code 1055 S Grady Way Renton WA 98057-3232 By Project Prospectus Approval Approving Authority Title Transportation Design Supervisor Date DOT Form 140-101 EF Page 1 of 3 Revised 1/2007 Agency Project Title Date City of Renton Lake Washington Trail(South Lake Connector) 3/3/2008 Type of Proposed Work Project Type(Check all that Apply) Roadway Width Number of Lanes • ❑ New Construction ®Path/Trail ❑3-R varies 38-56 varies 3-5 ❑ Reconstruction ®Pedestrian/Facilities ❑2-R ❑ Railroad ❑ Parking ®Other ❑ Bridge Geometric Design Data Description Through Route Crossroad ❑ Principal Arterial 0 Principal Arterial Federal ❑ Urban ❑Collector Minor Arterial 111 Urban ❑Minorllector Arterial ❑ ❑Co Functional 0 Major Collector 0 Major Collector Classification ❑Rural 0 Minor Collector ❑Rural 0 Minor Collector ❑Access Street/Road 0 Access Street/Road Terrain ®Flat 0 Roll 0 Mountain 0 Flat 0 Roll 0 Mountain Posted Speed N/A Design Speed N/A Existing ADT N/A Design Year ADT N/A Design Year N/A Design Hourly Volume(DHV) N/A Performance of Work Preliminary Engineering Will Be Performed By Others Agency Consultant 99 % 1 % Construction Will Be Performed By Contract Agency Contract Environmental Classification ®Final ❑Preliminary ❑ Class I-Environmental Impact Statement(EIS) ® Class II-Categorically Excluded(CE) O Project Involves NEPA/SEPA Section 404 ® Projects Requiring Documentation Interagency Agreement (Documented CE) ❑ Class III-Environmental Assessment(EA) ❑ Project Involves NEPA/SEPA Section 404 Interagency Agreement Environmental Considerations Page 2 of 3 Agency Project Title Date City of Renton Lake Washington Trail (South Lake Connector) 3/3/2008 Wight of Way D No Right of Way Required ® Right of Way Required *All construction required by the contract can be accomplished ® No Relocation 0 Relocation Required within the existing right of way. Description of Utility Relocation or Adjustments and Existing Major Structures Involved in the Project The project will require intersection modifications through channelization,relocation of signal cabinets and signal modification to improve non-motorized safety and provide barrier free passage. FAA Involvement Is any airport located within 3.2 kilometers(2 miles) of the proposed project? ® Yes 0 No Remarks Renton Airport is within the 2 mile area,but this project will have no effect. This project has been reviewed by the legislative body of the administration agency or agencies, or it's designee, and is not inconsistent with the agency's comprehensive plan for community development. Agency City of Renton Date By • Mayor/Chairperson DOT Form 140-101 EF Page 3 of 3 Revised 1/2007 County: King Appendix A as of the 08-01 Amendment: Approved 2/21/08 Jurisdiction: Renton Project Number: REN-21 Title: Lake Washington Trail(South Lake Connector) • Phase Award Ref. Prog.Year Oblig.Date Funding Source Federal Funds State/Local Funds Other Funds Phase Total Construction 2007 8/30/07 Local $0 $0 $2,000,000 $2,000,000 Construction 06-07-KGCO-15 2008 10/30/08 STP(U) $900,000 $140,463 $1,859,537 $2,900,000 First Year Programmed: 2006 WSDOT PIN: Totals: $900,000 $140,463 $3,859,537 $4,900,000 Federal Aid/FTA Grant Number(s): STPE-1070(006) Functional Class: Not applicable(transit,enhancements, Etc.) Improvement Type: Bike Lanes Location: Logan Ave N.-Lake Washington Blvd to Cedar River Trail. From: Gene Coulon Park To: Cedar River Trail Est.Total Project Cost: $3,500,000 Regionally Significant:No Environmental Status: CE Year of Expenditure for Est.Project Cost: 2009 MTP Status: Exempt MTP Reference(s): N/A Description: This project will provide the missing regional trail link to complete the non-motorized transportation corridor between the Cedar River Trail and the Lake Washington Trail,extending the trail system for a continuous 12 miles to the City of Maple Valley. It will provide the missing link in the regional trail from approximately Gene Coulon Park to the Cedar River Trail. This multi-purpose trail will also improve non-motorized access to the Renton's Urban Center Downtown and Urban Center North. The attached map shows the various routes that the city is proposing to provide this missing link. The project will provide the connections utilizing existing non-motorized improvements where possible but will need to construct bike lanes along some routes,the project will also provide intersection modifications to improve non-motorized safety and provide barrier free passage. The routes will also be signed to meet MUTCD and regional signage standards. 4110 4110 4111 WWashington State Department of Transportation Local Agency Agreement Supplement Agency Supplement Number iiiCity of Renton 1 Federal Aid Project Number Agreement Number CFDA No. 20.205 STPE-1070(006) LA 6164 (Catalog of Federal Domestic Assistance) The Local Agency desires to supplement the agreement entered into and executed on July 27, 2006 — — All provisions in the basic agreement remain in effect except as expressly modified by this supplement. The changes to the agreement are described as follows: Project Description Name Lake Washington Trail(South Lake Connector) Length 1.3 mi Termini Lake Washington Trail to Cedar River Trail Description of Work 0 No Change Stage 1: Install approximately 4,000 feet of a southbound bike lane and provide intersection modifications to improve non-motorized safety from Lake Washington Blvd to N 6th S(1st stage of the trail connection) Reason for Supplement Obligate Surface Transportation Program(STP)funds for construction. Does this change require additional Right of Way or Easements? ®Yes 0 No Estimate of Funding Tof Work (1) (2) (3) (4) I (5) Type Previous Supplement Estimated Total Estimated Agency Estimated Agreement/Suppl. Project Funds Funds Federal Funds OPE a.Agency 6,000.00 6,000.00 6,000.00 _____ % b.Other Consultant 493,000.00 493,000.00— 188,000.00 493,000.00 c.Other Federal Aid d.State 1,000.00 1,000.00 2,000.00 2,000.00 Participation — - — Ratio for PE e.Total PE Cost Estimate(a+b+c+d) 500,000.00 1,000.00 501,000.00 188,000.00 501,000.00 Right of Way f.Agency — % q.Other _ — Federal Aid h. Other — Participation — — Ratio for RW i.State j.Total RAN Cost Estimate(f+g+h+i) Construction k.Contract 450,000.00 450,000.00 450,000.00 I. Other Consultant _ 46,000.00 46,000.00 __ 46,000.00 m.Other n.Other o.Agency _ __Federal Aid p.State 3,000.00 3,000.00 3,000.00 Participation Ratio for CN q.Total CN Cost Estimate(k+l+m+n+o+p) 499,000.00 499,000.00 499,000.00 r.Total Project Cost Estimate(e+j+q) 500,000.00 500,000.00 1,000,000.00 188,000.00 1,000,000.00 The Local Agency further stipulates that pursuant to said Title 23, regulations and policies and procedures,and as a condition to payment of the Federal funds obligated,it accepts and will comply with the applicable provisions. Agency Official Washington State Department of Transportation •By — – By —_.. Title ------- ---------------— — -- Director of Highways and Local Programs — — — —— — — Date Executed DOT Form 140-041 EF Revised 1/2007 CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS TRANSPORTATION SYSTEMS DIVISION 2008-2013 SIX-YEAR TIP Sam Chastain Lake Washington Trail Connection Functional Classification: N/A Fund: 316 Proj.Length: N/A Proj: TIP No. 42 CONTACT: Jim Seitz 425.430.7245 DESCRIPTION: STATUS: The Sam Chastain Waterfront Trail will follow the southerly shoreline of Lake Washington and will connect The Transportation Division has partnered with the Parks Department to submit grants for Gene Coulon Memorial Beach Park to the Cedar River Trail via the Southport development and State the Lake Washington("Sam Chastain")Trail Connection. To-date, a$500,000 Federal Department of Natural Resources(DNR)land. Enhancement grant(to design the Lake Washington Trail connection)and a$900,000 Enhancement grant construction)have been awarded. The Parks Department is the lead and the funds are noted in their capital fund(Fund 316). JUSTIFICATION: CHANGES: The City envisions this trail completion as a"Legacy Project", by completing a missing link and providing Separated from the Bicycle Route Development Route Development Program. connections to 52+miles of trail,including a 40-mile loop trail system around Lake Washington for pedestrians, bicyclists and multi-use. 'Funded : I3,400,000 [Unfunded : I 600,000 Project Totals Programmed Pre-2008 Six-Year Program Programmed Spent In 2006 2007 Total 2008 2009 2010 2011 2012 2013 EXPENSES: , Project Development 250,000 250,000 50,000 100,000 100,000 _ Precon Enq/Admin 40,000 40,000 20,000 20,000 R-O-W(includes Admin) Construction Contract 4,280,000 4,280,000 480,000 3,800 000 Construction Eng/Admin 430,000 430,000 50,000 380,000 Other , TOTAL EXPENSES 5,000,000 5,000,000 50,000 650,000 4,300,000 SOURCE OF FUNDS: __ , Vehicle Fuel Tax _ _ Business License Fee Proposed Fund Balance . Grants In-Hand 1,400,000 1,400,000 500000, 900,000 Mitigation In-Hand _ Vehicle Fuel Tax _ Other In-Hand(Parks Dept) 2,000,000 2,000,000 50,000 150,000 1,800,000 Grants Proposed _ Mitigation Proposed L.I.D.'s Proposed Other Proposed(Parks Dept) 1,600,000 1,600,000 1,600,000 Undetermined _ TOTAL SOURCES 5,000,000_ 5,000,000 50,000 650,000 4,300,000 B,ke_RONa O8R1/2007 1245 PM 5-42 FINAL III III 411 ,, • • • .. d'` y .- '.�' +w'„"' '''''"-"'2" a e'.{,�, , ^� z' . iri"'4 ",`:N 'irVirf i'x 4.4', 4 J �a, qw, _, y ai 4'm �; '`{° w9 .Ss, S i ,x i`,..,; i ,Fs 3,,, ci 3 -;,`C v_r c^r r"£r' :, s r \_, r 'x?. ''V'r ; S,. 1.'M' . , A.intm^k�' it*w-,"47 ,,, b ",,,:r,..,'" ' i�x.s' rn; 'r` }'.r'�F , k,,iy# x'3z ,i r d 'R4i&V 2' '',.4. i{ •,rJr ' '�^ •1'q !L'rlT'7' ,.y,• i • illiS u+ 6 y' R _ 6 3, J+� � :. y O �{ ,,,, 1 :f `';',14.4. 4;0_,41S.,,,.4'..41,,A ':�b .' f 44" a , •d ". `,Ari,., }�S, ,;;; t 5+-- `f r0•-,-, v AVB. q ry.,y! 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K` ' ' ""• 0:-'fD .^ %»= } + • _''`.3'k'”. :is b5,;'',:‘.44.'"i;'-',:f.' .: .9A °'4" `444 `v, •r' "'PWNw .i xw*-r�r-"„ r~.r ydx''x�' ", - ld1 /'� '''''71•'•" ,b,,: ..t'z,v' ' ``k8 ,NiF, .,..,.•--,-:.;.; ...7. ' ?1,'a • 11P1 ,tr+.'C, .. ,y :7. 'm°°m'.n'. _ask'• '��..N ..-.' -t O - .. sl+vxv.i n„e S"""'f'.re -f.t i� 71,-.4i,',1 `;ze -' -`, ....;5 f r ,; CITY OF RENTON, WASHINGTON • RESOLUTION NO. A RESOLUTION OF THE CITY OF RENTON, WASHINGTON, AUTHORIZING THE MAYOR AND THE CITY CLERK TO ENTER INTO AN INTERLOCAL AGREEMENT WITH THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) TO OBTAIN CONSTRUCTION FUNDS FOR THE LAKE WASHINGTON TRAIL SOUTH LAKE CONNECTOR(SAM CHASTAIN TRAIL). WHEREAS, the City of Renton has previously entered into an agreement with the WSDOT to obtain money for project design for the Sam Chastain Trail; and WHEREAS, additional funds are available for construction work; and WHEREAS, it is necessary to supplement the initial interlocal agreement to accept $500,000 in construction funds; and WHEREAS, it is necessary to document the terms and conditions under which the funds 1111 will be accepted; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DOES RESOLVE AS FOLLOWS: SECTION I. The above findings are true and correct in all respects. SECTION II. The Mayor and City Clerk are authorized to enter into an interlocal agreement with WSDOT termed Local Agency Agreement Supplement, Agreement No. LA 6164 and to enter into further agreements, supplemental agreements and contracts necessary to execute the work associated with the Sam Chastain Trail. 111 1 RESOLUTION NO. • PASSED BY THE CITY COUNCIL this day of , 2008. Bonnie I. Walton, City Clerk APPROVED BY THE MAYOR this day of , 2008. Denis Law, Mayor Approved as to form: Lawrence J. Warren, City Attorney • RES. 1327:3/6/08:scr • 2 CITY OF RENTON COUNCIL AGENDA BILL AI #: P 1 III Submitting Data: For Agenda of: March 17, 2008 Dept/Div/Board.. Public Works—Utility Systems Staff Contact Dave Christensen (ext. 7212) Agenda Status Consent X Subject: Public Hearing.. Denny's Lift Station Replacement Consultant Correspondence.. Agreement with RH2 Engineering Ordinance Resolution Old Business Exhibits: New Business Consultant Agreement Study Sessions Vicinity Map Information Recommended Action: Approvals: Council Concur Legal Dept X Finance Dept X Other Fiscal Impact: iiiExpenditure Required... $124,306 Transfer/Amendment Amount Budgeted $150,000 Revenue Generated Total Project Budget $400,000 City Share Total Project SUMMARY OF ACTION: The Wastewater Utility, as part of its adopted 2008 Capital Improvement Program, has identified the need to replace the existing Denny's Lift Station located on Lake Washington Blvd near Exit 7. The proposed contract, in the amount of$124,306, is within the estimated amount budgeted for design and construction engineering services of the project. RH2 Engineering was selected off of the Utility System's Annual Consultant Roster for 2008. Selection was based upon their expertise in design and inspection of sewage lift stations. STAFF RECOMMENDATION: Authorize the Mayor and City Clerk to approve and execute the Consultant Agreement with RH2 Engineering, in the amount of$124,306, for services related to the Denny's Lift Station Replacement project. • H:\File Sys\WWP-WasteWater\WWP-03-0000 Correspondence-Wastewater\davec\Dennys RH2 Contract AB.doc\DMCtp ENGINEERING IIIANNUAL CONSULTANT AGREEMENT THIS AGREEMENT,made and entered into on this , day of , 2008,by and between the CITY OF RENTON,WASHINGTON,A MUNICIPAL CORPORATION HEREINAFTER CALLED THE "CITY," and RH2 Engineering,Inc. whose address is 12100 NE 195th Street, Suite 100,Bothell,WA 98011, at which work will be available for inspection,hereinafter called the "CONSULTANT." PROJECT NAME: Denny's Lift Station Replacment 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 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 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. II 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: Q:\DATA_Center\Forms\City\Contracts\2007_Consultant.doc\d 1 Piazza/Data_Center/Forms/City/Contracts /2007_Consultant.doc Approved 06/07 bh/rev06/07 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 Depaittnent 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. Q:\DATA_Center\Forms\City\Contracts\2007_Consultant.doc\d 2 Piazza/Data_Center/Forms/City/Contracts /2007_Consultant.doc Approved 06/07 bh/rev06/07 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. Q:\DATA_Center\Forms\City\Contracts\2007_Consultant.doc\d 3 Piazza/Data_Center/Forms/City/Contracts /2007_Consultant.doc Approved 06/07 bh/rev06/07 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$ 124,306 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. 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. 2. The overhead costs as identified on Exhibit C are determined as 185.6 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. 3. 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. 4. The net fee, which represents the Consultants profit shall be 12 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 VIII "EXTRA WORK"). • Q:\DATA_Center\Forms\City\Contracts\2007_Consultant.doc\d 4 Piazza/Data_Center/Forms/City/Contracts /2007_Consultant.doc Approved 06/07 bh/rev06/07 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. 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 41) 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 Q:\DATA_Center\Forms\City\Contracts\2007_Consultant.doc\d 5 Piazza/Data_Center/Forms/City/Contracts /2007_Consultant.doc Approved 06/07 bh/rev06/07 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 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 1111 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. • Q:\DATA_Center\Forms\City\Contracts\2007_Consultant.doc\d 6 Piazza/Data_Center/Forms/City/Contracts /2007_Consultant.doc Approved 06/07 bh/rev06/07 C. In the event this Agreement is terminated by the City other than for fault on the part of the Consultant, a III 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 IIIthis project, shall be without liability or legal exposure to the Consultant. F. 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 Director of Planning/Building/Public Works 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. XIII LEGAL RELATIONS The Consultant shall comply with all Federal Government, State and local laws and ordinances applicable to the 0 work to be done under this Agreement. This contract shall be interpreted and construed in accordance with the laws of Washington. Q:\DATA_Center\Forms\City\Contracts\2007_Consultant.doc\d 7 Piazza/Data Center/Forms/City/Contracts /2007_Consultant.doc Approved 06/07 bh/rev06/07 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. The Consultant shall secure general liability,property damage, auto liability, and professional liability coverage in the amount of$1.0 million, with a General Aggregate in the amount of$2.0 million,unless waived or reduced by the City. The Consultant shall submit a completed City of Renton Insurance Information Form,and the Standard Acord Certification Form prior to the execution of the contract. The City of Renton will be named as Additional Insured(s)on(CONTRACTOR'S)policy,with that coverage being primary and non-contributory with any other policy(ies) available to the City. A copy of the endorsement shall be provided to the City. The limits of said insurance shall not,however,limit the liability of Consultant hereunder. All coveragesprovided bythe Consultant shall be in a form, and underwritten bya company acceptable to the City. g p Y P h' The City will normally require carriers to have minimum A.M. Best rating of A XII. The Consultant shall keep all required coverages in full force and effect during the life of this project, and a minimum of forty five days'written notice shall beiven to the Cityprior to the cancellation of anypolicy. .Y 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. IIII Q:\DATA_Center\Forms\City\Contracts\2007_Consultant.doc\d 8 Piazza/Data_Center/Forms/City/Contracts /2007_Consultant.doc Approved 06/07 bh/rev06/07 XV 1111 ENDORSEMENT OF PLANS The Consultant shall place their certification on all plans, specifications, estimates or any other engineering data I furnished by them in accordance with RCW 18.43.070. 1 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. XVII 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. CONSULTANT CITY OF RENTON Signature Date Denis Law,Mayor Date type or print name ATTEST: Title Bonnie I. Walton, City Clerk III1 1 Q:\DATA_Center\Forms\City\Contracts\2007_Consultant.doc\d 9 Piazza/Data_Center/Forms/City/Contracts /2007_Consultant.doc Approved 06/07 bh/rev06/07 RESOLUTION NO. 3229 • CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION NO. 3229 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 race, color, national origin, ethnic background, gender, marital status, religion, age or 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) AFFIRMATIVE ACTION PLAN - The City of Renton Affirmative Action Plan and Equal Employment Program will be maintained and administered to facilitate equitable representation with the City work force and to assure equal employment opportunity to all. It shall be the responsibility of elected officials, the Mayor, the Affirmative Action Officer, • department administrators, managers, supervisors, Contract Compliance Officers and all employees to carry out the policies, guidelines and corrective measures set forth in the Affirmative Action Plan and Equal Employment Program. (4) CONTRACTORS' OBLIGATIONS - Contractors, sub-contractors, consultants and suppliers 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 in the City's Affirmative Action Plan and Equal Employment Program. 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 7 thday of October, 1996. CITY OF RENTON: RENTON CITY COUNCIL: Mayor Council President Attest: .tL.IPX•° City Cler Iff • Q:\DATA_Center\Forms\City\Contracts\2007_Consultant.doc\d 13 Piazza/Data_Center/Forms/City/Contracts /2007_Consultant.doc Approved 06/07 bh/rev06/07 • C.) 0 vot> AFFIDAVIT OF COMPLIANCE hereby confirms and declares that (Name of contractor/subcontractor/consultant/supplier) I. It is policy to offer equal (Name of contractor/subcontractor/consultant/supplier) opportunity to all qualified employees and applicants for employment without regard to the race, creed, color, sex,national origin, age, disability or veteran status. II. complies with all applicable federal, (Name of contractor/subcontractor/consultant/supplier) state arid local laws governing non-discrimination in employment. H. When applicable,_ will seek out and (Name of contractor/subcontractor/consultant/supplier) negotiate with minority and women contractors for the award of subcontracts. Print Agent/Representative's Name and Title Agent/Representative's Signature Instructions: This document MUST be completed by each contractor, subcontractor, consultant and/or supplier. Include or attach this document(s)with the contract. II/ Q:\DATA_Center\Forms\City\Contracts\2007_Consultant.doc\d 14 Piazza/Data_Center/Forms/City/Contracts /2007_Consultant.doc Approved 06/07 bh/rev06/07 Exhibit A City of Renton Denny's Lift Station Replacement Scope of Work PROJECT BACKGROUND AND PURPOSE The Denny's Lift Station was constructed in 1983 and much of the mechanical and electrical equipment at the site is nearing the end of its useful life. The existing pump station is mounted on top of a concrete manhole with a fiberglass enclosure similar to a Smith and Loveless system. The existing pump equipment consists of two vacuum priming centrifugal pumps that pump 100 gallons per minute (gpm) at 35 feet total discharge head (TDH). Pump failures have been a relatively common occurrence for the past several years and upgrades to the system are warranted. Due to site constraints, the proposed lift station will need to be placed in the same general location as the existing lift station. The project includes a complete replacement of the lift station. The telemetry, equipment and sections of the force main will be reused. The existing wetwell will be converted into a manhole. A Romtec 1111 Utilities (RU) Pre-Engineered Package Submersible Wastewater Lift Station will be evaluated for use as the replacement system and compared to a traditional City of Renton, (City) lift station system. The purpose of this Scope of Work is to complete the work necessary to develop construction plans and specifications for construction of a replacement lift station. This Scope of Work also includes a description of services for bidding and construction. PROJECT DESCRIPTION Based on a preliminary review of the lift station,the project includes the following improvements. • Temporary Pumping and Bypass System Plan A reliable temporary pumping system may be required to maintain continuous flow around the existing wetwell while the permanent improvements are completed. • Pumps,Piping,Metering and Valve Improvements Replace vacuum priming pumps with submersible pumps, valves, gauges, piping and appurtenances. Install isolation valves in valve vault,if feasible. • Wetwell Improvements Replace wetwell level control systems and improve access. Install new RU Pre-Engineered System. • Page I 1 J:\data\REN\W40\SOW Denny LS Replacement City of Renton ExhibitA • Denny's Lift Station Replacement Scope of Work • Electrical,Telemetry and Control System Improvements Replace existing electrical systems, standby power receptacle and pump control systems. Reuse existing telemetry panel and programming. Coordinate panel space with RU unit. • Ventilation System Improvements Replace and upgrade pump station ventilation systems as required to meet current standards. • Site Work and Miscellaneous Improvements Replace existing concrete sidewalk and landscaping affected by the construction activities around the wetwell. Construct better access for maintenance if feasible. PROJECT APPROACH TASK 1: OVERALL PROJECT COORDINATION AND MANAGEMENT Objective: Coordinate project and document development with the City. Perform quality control for document development. Approach 1. Prepare and update a project schedule. Coordinate and schedule project activities. • 2. Establish a project tracking system and financial expense accounting system for the project. Update the tracking and accounting systems on a monthly basis. Prepare budget and expenditure summaries. 3. Prepare,review and approve monthly invoices. 4. Maintain project records. TASK 2: PRELIMINARY DESIGN Objective: Coordinate with the City to evaluate the condition of the existing facility. Review existing site conditions and as-built information, and prepare a preliminary design of the proposed improvements based on a RU Pre-Engineered Unit and the information provided by the City. Develop a plan for construction sequencing and bypassing flow during construction to limit the possibility of sewage backups and spills. Prepare a preliminary cost estimate. Assumptions: A geotechnical investigation will not be required as part of the preliminary design work. If preliminary design work suggests that a geotechnical report will provide value to the project, RH2 will provide a scope and budget for this service. Approach 1. Review the existing topographic site survey prepared in 1999 for relocation of the existing lift station and utility maps. Obtain additional field measurements or utility verifications as required. Expand the area of the survey to add the area necessary to design a new drive approach to the lift station for maintenance vehicles. Page 1 2 J:\data\REN\W40\SOW Denny LS Replacement City of Renton ExhibitA Denny's Lift Station Replacement Scope of Work • 2. Verify accuracy of as-built information for the existing lift station. Review sewer side cards provided by the City for the Denny's property to identify all sewer connections on the project property. Call one-call utility locate for supplemental underground utility information. 3. Model existing and proposed facilities in 3-D AutoCAD format. Prepare the conceptual improvement plans with supporting details and supplemental drawings. The preliminary design will represent the 30 percent design, and will include the location of the proposed wetwell,valve vault, electrical components and other proposed site improvements. 4. Evaluate cost and constructability of a pre-engineered package submersible lift station for this application. Meet with City staff and review the details. Coordinate with RU on the details and drawing requirements for specifying a pre-engineered package submersible lift station. 5. Evaluate accessibility of lift station and provide alternatives for the City's review. 6. Develop interim service plan and procedures for the lift station service area during the construction of the proposed improvements. 7. Determine additional easement requirements (if any) needed for the proposed lift station. Provide drawings and maps as required to assist the City. Negotiation of additional easements is to be performed by the City. 8. Meet with City staff to review recommended preliminary design and alternatives. Revise preliminary design based on City comments. 9. Document and report the criteria used in, and the results of, the preliminary design in a brief letter report that will include the following sections. • a. Design constraints such as existing facility utilities and site conditions. b. Pump design criteria. c. Preliminary construction cost estimate. d. Two sets of preliminary design plans. RH2 Products: Letter report to the City summarizing project goals and design criteria outlined in the meetings; two sets of preliminary design plans;and preliminary cost estimate. TASK 3: FINAL DESIGN PLANS AND SPECIFICATIONS Objective: Prepare final design plans and specifications based on the preliminary plans and design criteria developed in Task 2. Approach Task 3.1—Site Design Objective: Prepare plans,profiles and details for all site work,utilities and grading. 1. Prepare general information and cover sheet plans, including general construction notes, a vicinity map,a sheet index,contact information and design criteria. 2. Complete the existing site plan using the survey data. The existing site plan will show existing contours, existing facilities and pertinent topographic features. The plan will identify horizontal and vertical control,construction limits and site access for construction. • Page 3 J:\data\REN\W40\SOW Denny LS Replacement City of Renton Exhibit A • Denny's Lift Station Replacement Scope of Work 3. Prepare a temporary erosion and sedimentation control (TESC) plan, details and notes for the construction activities. Note: The Department of Ecology's threshold of 1 acre of land disturbance will not be exceeded. Therefore, compliance with the Construction Stormwater General Permit will not be required, and development of a formal Stormwater Pollution Prevention Plan (SWPPP)will likewise not be required 4. Finalize site design, including location of all structures, access, grading, drainage, site piping and other pertinent details, including construction staging areas, shoring, dewatering, landscaping, paving and lighting. Minimize construction impacts where possible. Optimize construction and operating cost where applicable. 5. Prepare detailed design plans for connection to the existing force main. Task 3.2—Structural Design Objective: Work with RU in developing structural plans and details that are specific to this project. It is assumed that the structural drawings provided by RU will be included in the bid documents as an appendix. 1. Finalize structural elements. It is assumed that the lift station will consist of a pre-manufactured components consisting of a wetwell, valve vault and electrical equipment open-air shelter. The shelter is assumed to be a rectangular above-grade steel or wood structure with a metal roof. A building permit is not anticipated for the construction of the shelter. 2. Assist RU engineers in preparing structural plans that are specific to this project. RH2 will identify • the required modifications and changes to the RU standard drawings such as: a. Pipe inverts; b. Access hatches; c. Ladder and safety climbs; d. Conduit penetrations; e. Vault and wetwell sizes;and f. Construction note modifications. 3. Provide elevation, plan and section views of the structural component of the project prepared by RU. 4. Provide and document buoyancy calculations for the wetwell and valve vault. 5. Select and specify the appropriate backfill and sub-grade materials for compaction around and beneath the structures. RH2 Products: Project specific drawings from RU for structural components;buoyancy calculations. Task 3.3—Mechanical Design Objective: Work with RU in developing major and minor mechanical plans and details that are specific to this project. It is assumed that the mechanical drawings provided by RU will be included in the bid documents as an appendix. • Page 14 J:\data\REN\W40\SOW Denny LS Replacement City of Renton Exhibit A Denny's Lift Station Replacement Scope of Work • 1. Provide pump design point and operational range calculations. Select pumps and motors based on system hydraulics. Estimate peak flows, preferred pumping configuration and system efficiency to determine suitable pump and motor combination and design requirements. 2. Finalize design of additional mechanical features to provide access to and permit efficient operation. It is assumed that the pumping system will be a pre-manufactured unit. 3. Assist RU engineers in preparing major and minor mechanical plans that are specific to this project. RH2 will identify the required modifications and changes to the RU standard drawings such as: a. Special valving; b. Flowmeter; c. Pressure gauges and sensors; d. Thrust restraints;and e. Construction note modifications. 4. Finalize design of,piping,plumbing,ventilation and equipment removal system. 5. Provide elevation,plan and section views of the piping and mechanical systems prepared by RU. 6. Determine suitable coatings for mechanical and concrete surfaces. Color of coating to match other City lift stations. RH2 Products: Project specific drawings from RU for mechanical components. Task 3.4—Prepare Electrical and Control Plans and Details 111 Objective: Work with RU in developing electrical and telemetry plans and details that are specific to this project. It is assumed that the electrical drawings provided by RU will be included in the bid documents as an appendix. 1. It is assumed that the pump control panel will be provided with the pre-engineered pumping system. We will identify modifications necessary for standardization with City systems. Provide electrical drawings prepared by RU for this project. 2. Provide power service design and details. Coordinate with Puget Sound Energy (PSE) to learn the requirements for power service to the site and complete a power application. 3. Prepare one-line diagrams and a power plan. Plans will conform to NEC and ISA Standards. 4. Develop design of control, monitoring and telemetry systems in order for the pump station to communicate with the City's system. 5. Prepare elevation and isometric view drawings of the pump control panel and electrical systems for the lift station. RH2 Products: Project specific drawings from RU for electrical components. One-line diagram, power plan, and telemetry plans needed to augment the project drawings provided by RU. Task 3.5—Prepare Contract Specifications Objective: Prepare all"non-plan"documents required for a complete set of contract documents. 1. Develop Technical Specifications for all necessary equipment, materials and construction tasks. Use City standard legal and supplemental provisions (as-is without modifications). Use RH2 • Page I 5 J:\data\REN\W40\SOW Denny LS Replacement City of Kenton Exhibit A • Denny's hft Station Replacement Scope of Work Engineering technical specifications. RH2 will use specifications provided by RU for the specifying of the pre-engineering submersible lift station. 2. Develop schedule of prices and measurement and payment requirements. RH2 Products: Technical specifications for contract documents. Task 3.6—Review and Finalize Plans for Bid Objective: Submit plans to the City at 60 percent and 90 percent completion stages to ensure that the design incorporates City preferences. Review plans internally for completeness and errors. 1. Perform an in-house quality control (QA/QC) review of the plans and specifications. 2. Attend start-up, 60 percent, 90 percent and final review meetings with the City. Review comments with City staff. Incorporate City changes into design plans and specifications. 3. Prepare and print 35 copies of 11-inch by 17-inch size final design plans using AutoCAD with true spatial 3-D design and wire frame details. Plans will include plan,profile, section, oblique views and details as necessary for competitive bidding and subsequent construction. Plans may be bound concurrent with the specifications or bound separately at the City's option. Print one master copy of the technical specifications, schedule of prices, and measurement and payment, and deliver to City staff for inclusion in City-provided legal and special provisions. The City will distribute the plans and specifications. Compile and copy CAD files onto floppy disk and deliver to the City for file and as-built purposes. • 4. Prepare PDF drawings for use with on-line bidding service. RH2 Products: Nine review sets and five final sets of contract plans. PDF drawings of final plans. All plans will be prepared in an AutoCAD format. All plans will be in color. Two review sets of technical specifications. One original technical specification, special provisions, schedule of prices and scope of work to be incorporated by the City into the bid documents. Required Meetings: Three half-day meetings with City staff to review plans. TASK 4: BIDDING SERVICES Objective: Assist the City staff effort to bid the project and secure a qualified contractor to construct the project. Approach: 1. Prepare an advertisement for bids and assist the City with placing the advertisement for bids. 2. Prepare final cost estimate. 3. Respond to contractor or supplier questions. 4. Issue addenda when determined necessary to clarify, revise or change construction plans, technical specifications or contract conditions during the bidding process. 5. Review bid submittals and evaluate responsiveness of apparent low bidder. 6. Prepare recommendation for project award. RH2 Products: Assistance with execution of project award. • Page I 6 J:\data\REN\W40\SOW Denny LS Replacement City of Renton Exhibit A • Denny's Lift Station Replacement Scope of Work Required Meetings: Attend bid opening. TASK 5: SERVICES DURING CONSTRUCTION Objective: Monitor progress of the construction effort and assist the City with administration of the construction contract and inspection of the construction work. Approach: 1. Prepare agenda for and attend the pre-construction conference. 2. Provide five full-size plans and five half-size color plans to the City for construction. Drawings will include revisions from any addenda. 3. Make periodic site visits to determine the progress and quality of the mechanical and electrical work and to be sure that the project is being completed in general conformance with the contract documents. The consultant will not make exhaustive or continuous on-site inspections, but will visit the site during construction operations for approximately 4 hours per week for a total of 16 weeks. During the visits the RH2 Engineering will keep the City informed of the progress of the work,will endeavor to guard the City against defects and deficiencies in the work of the Contractor and may recommend rejection of the work as failing to conform to the contract documents. Attend periodic progress meetings with City staff and the Contractor at City Hall. The City will determine the progress and quality of all civil construction,including force main, sewer,water, storm drainage and soils compaction. RH2 will inspect and approve subgrade for installment of wetwell. 4. Provide services required to review and approve contract pay estimates. • 5. Provide supplemental drawings, specifications or instructions as necessary to respond to field conditions encountered or to modify contract plans,if necessary. 6. Prepare contract change orders,if required. Prepare change order documents,including supplemental drawings and specifications, description of the change in work, and the basis for and amount of additional contractor payment,if any. 7. Review and approve all contract material submittals, shop drawings and catalog cuts required by the technical specifications. 8. Program and start-up telemetry system at lift station and City headquarters. 9. Attend system testing and start-up. 10. Provide project punchlist,prepare acceptance report and recommend follow-up inspection if required. Meet with City staff weekly to review the Contractor's progress. 11. Revise construction drawings to conform to as-constructed records. Prepare record drawings and a photographic narrative of construction methods.Provide two full-size color sets and one full-size mylar black and white set of final drawings to the City. 12. Review operations and maintenance(O&M)manuals. RH2 Products: Change orders, approved shop drawings and submittals, inspection reports, construction punchlist and as constructed drawings for the new lift station. Required Meetings: One half-day to attend the pre-construction conference, two one-day testing meetings, two half-day punch list and substantial completion review • Page I 7 J:\data\REN\W40\SOW Denny LS Replacement • EXHIOB • City of Renton Denny's Lift Station Replacement ID Task Name I Time i Start f Finish i 2008 i 2009 . I Mar i PT! Ma ' Jun ,,Jul ( Au i SepOct; Nov: Dec eb_ ,,J A Jan F �Mar, pr__.[_May.-j,_Jun._1..,,_Jul_..,�,,,Aug,1,Sep,.'„Oct._ 1 Lift Station Replacement 18 mons Tue 4/1/08 Wed 9/30/09 i. —2-1 Predesign&Evaluation : 3 mons Tue 4/1/08 Mon 6/30/08 ;.;: 1P7:::4,,i 3 1 Final Design 6 mons; Tue 7/1/08 I Wed 12/31/08 4 Bidding 1 mon. Thu 1/1/09 Fri 1/30/09, 5 I Construction , 8 mons Mon 2/2/09; Wed 9/30/09 Task -; Milestone . External Tasks `°N-^„„ ,:'4,' Project:Dennys Lift Station Replacem Split Summary IWEMIIIMINIP External Milestone . Date:Tue 2/26/08 Progress Project Summary Deadline `I. 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' Gait '.,EXpetts* Classificationll;Profe -------„M._---Principal VIII ,Pro ;lessional 111 Profeaoonal,ll -ProfesamruTe ti clwoanl Prolessional Vi I Adm;i-ativa111^ , Task 1 Overall Project Coordination and Management I ` I 1 I ., .. .._.._._.._..__.. ..F_.--_.—_—__ ,_. _. 1,1 Prepare and update project schedule, - 5... 2,-.---, - 1•--'-- -----; _ t'----.---t'----'.-----�-- -- '2 3 •115 rs ra . 12 Prepare budge)and expenditure summaries - �-'-•._.2 r.-"--2 _� �_-_---..�.__---�---- - r.._.__..__ 1 - �4 f �� i82 1,3 Prepare,review,and a _.._.._._.._._._ ._.._._.._.I ................................... _._.._. approve monthly Invalcea • T--- 6 1 4 I • - projec ..r..._..._._................_.._..'.,._,.._..�.-_,...�...,...._...-!, ....,_-......�-�. '.�........-...._..-..-_.-,-._.,.,...,..,._..-?._..,.,.... 8 $ 402 $ 3 • ��15 1 4 Maintain 1 retards. - 2 2 ! 4 - j 4 12-. f ..426 $ 8ubte*a� - , 12 4 6 26 5 1,134 $ - 5 74 Task2 Preliminary Design I I i .. 2.1 Renew and verily Y o existing survey ng ------ ___ _ _ _ _ _ __1---— accuracy 1 t drawing - 1 2 -----, 4 - - _ "'7" g 252 S 2,000 S 160 ..—_—_- -..__..—_. — —i.---_— _ 2.2 Review side cewer and accuracy of asb,altdravdrga 1 I 2 I 4 � — -- — ,7 S'' 252 5' 1,000 S 121 2.3 Prepare conceptual improvement —..----�------ ---._ l..__-j.—._. �.---._-_..-� �.—._ .—__--.-- p Provement plane, - 2 _16 16 ! S 11142 $ 360 S. ,,;• $ '651' 24 Evalatecost and coretrucBMn f ----------------_..1-- a-----------+..-----”----�------_"----�-----=----- ----- ---'-" ' lyo pre<n6iroenn9lift station - 2 6 t „---_ ' 5 426.,5-" • .S "t0 2.5 Evaluate accessibility to lift station - 1 2 � 4 2 - 9' S. 296 f' 5 •i7e p i planduring cone Proposed 2 2 i .._�—•�•� 2.6 Develop interimdun onto not - - 4 - 8 5 ,310 'S• - 5,. 410 2.7 Determine additional easement req,arementa 7 1 1.-- 2��-- ---�-- '4',�' f' 155 S - .S I 76 _ 2.6 Meel vnlh City to review a6emalives I-----�4�-- 4 { - - - 2 ( �, • 10" S'.', 429 'S• • .5 BT _........_,.............. „_.,.._......1........,.._.,.......... ...,..._, .,..-2....�....... 2.9 Prepare brief letter report documenting design criteria 2 � 2 I 2 �,..T,,,.., •...,.,,., 2 } [ ..,1 "15' $ 476 S" „! ,5 :''26 Subtotal 2 1 16 1 30 1 - 36 12 I • ' 2 r 197' 5. 3,a79 S .. 3,005 $ -.1,412 Task 3 Final Design Plans and Specifications ` r ..__._.._._..__ ,4_.._._-._.._.--._.._._.4.._ 3.1.1 Prepare cover sheet and ..................�_.._.._....__._.._._.�._ ---- general information i 6 _._-t 12 4 ..... • 21 $ 591 $ _ 5' 422 3.1.2 Prepare edstirpsite plan _ ' 11 ' 4 t - ,, B 4 - ;,,_,,,,,,,,•,,,, 21 5 291 S - 5:..= 150 3.1.3 Prepare TESC plan .................................«.....,..,...,.,,.,....- 1 s S �.296 s - f' 150 31.4 Prepare proposed sae plan - , - , 2 T 55 S . 491 $ 'S 236 —.—_ 3.15 Prepare detailed deep of site,4di0es - I - I 2 T— •__— —'---2-- ! 1I — „_-L�=_,_ 5, 3 t66.,3 • S-- 66 3.2.1 Finalize structural elements - 1 1 ' - 1 1 2 •__ '7 . S' 434 S - $ 100 3.2,2 Assist RU engineers m developing project specific plans(structural) ,- _.._.-.._.._-.i .................._-._._._._-._._._..t.._.-..._.___.._.-._.._._._._.._.--._._......_._.._._: _-._.._.-__... - "I 1 , � B i 2 - 2 t3 f 434 $ 5 16B 3.2.4 Provide alevation,plannddocumee buoynd ancy cyonwewsol structural components. _ l................._.,L...,....,,...........,.,....1...-__..,. ........,-._I.,,._...,... .__._-----I,,..........:.......-.,..,'..........,._t__.,.._..i...,..,.......,.:..._...._-_ $ $ 161 f - S 97 3.24 Protide and dacumeM buoyancy calMenore - 1 1 - t 1 1 - I _,_ i - 2 S� 90 s $ • 3.2.5 Select and specify tythe appropriate backfill ll and sub-grade materials •—'---I—•---1—,----------- --,—_'—,z.,—_-�---T 2 - —'�'-- 3 5 122;S • S 3.3.1 Select and motors 2 1 2 ,,,__..__._ design components I y mm�—�^ j U_._-__.._._-___ --T--. _—+ ~—� 3.3.2 Finalize mechanical deal to for major and minor systems 2 - 7 S '273 S' = $ ` 75 3 34 Provide elevation,ventilation, ,piping, plu big.mechanical components. 2 4 ..' ,T..Wy......,_..2---.._------_-- - 1,-_- _._._._.._ ._.�.—.F___..___.__. - — 1. -F....•,......:.,_..._. 2 15 'S' 564 S • $ 143 3.3.4 ze 3.3.3 Assist RUe p developing la rant tare Pham<al 2 i--- -B__--$..--- --- 2 I ',N,,,_„ .}...•�.•—..---_�«• 7 5 ' 273 S' - S 75 demon o tion,views plumbing.etc. 2 _4_ - 2 'T —,�.—.__�._ 6 97 3.3.6 Determine suitable coatings for mechanical and concrete _._._.-- . _ y - 2 $ 27 5 - r-----; ,----- , - r---'–:-----1—--=---' 2 g 387 3' 3 • __.._.._._._..L..-._.._._._.__._..y_..____._,_.._.._._..L.._.-._._._.._._.._.._,-...__- r._._.._..__.._..._..t_.. .. _._r.._._..._.._...._..___. 3, 0'.. 135.S' 3A.1 Modify plans to meet City standards for electrical systems - 1 1 -• 2 e 4 - 3.4.2 Provide power service deep and coordination with PSE 6 ��•��-��•��I - 13 $� _ 466 5 S ...- ,_ .r._..__- 3.4.3 Prepare ane-line and Power plana. - 1 2 1-------4____I_ - _ d 2 (--__--_--4-----,--- 12 S 431 $ S 172 -^_._.._.--__—.__.__—..- 3.4.4 Develop design of pump station and tell loot interface - --II-- 7 4 I`—, 4--„__I 2 y—W W——_f - 11 $ 374 $ - $ 161 __.._._..—.1-__.—._...,-.._._,_.._..- ..._. 4 ..I._-..._.Z._.-_. j ."'.._ t1 $ 374 $ -.5 •161. 345 Prepare elevation and isometric view of eledncal components - 1i_..-.._-.4.._._._.J ..--.__.__i__-____..._._ L._._.._.._: --`-- 1 - 12 _ 16 '.56 S •2,093 3 • S 179 3.5.1 Prepare technical specifications - 6 24 � 3.5.2 Prepare schedule ofprices and Mumentsections I 2 2 i - 6 $ -.69 3.6.1 Peform Da/Dc on constructiondocumenta B B8 ` - 20 10 "- •- 64 $ 2,256 5 < S '869 I 2 3.6.2 Abend tomes meet nga 12 .L - - - I - ' 3 15 $ 3.6.3 Preparebid documents --'1—�• 2 2 �!'--��--1- -_--lT �^ , - 2 r 4 4 3 $ -- 539 $ -'S: 1,247 3.6,4 Prepare PDF files ,__.__,Z__.�..—_. ._._.}-- -__..)_.—_.. --__ 3 $ Be` 5 $, ,ro Subtotal 9 I 56 1 100 - 17 , 101 i 36 I • 30 345 S • 13,031 $ ''•-'3 4684 Teske Bidding Services .j ' - 4.1 Prepare advertisement for bids - --t,—'1-- ---'2-- ---_•_•--_----_-- ------ - —_ •' 4 $ 164 1 • - 5 19 w.___- — I.--.—__t 4.2 Prepare coot estimate 1 �'---2--, 4 "1--- -t--MTM ;-�_. _— • 1 7 S_- 426 $ - - S 19 P PP Sues +-_..,.,...._.._.,,,. __---.__a.._---.-_ 44.4.4 Respond addenda or supplier apparent Z .18.__._.l___.._-_.__ _1_.__._._.--.__ �._._.._._.____.. , - _'-'.-"' 10 S 426 S ., • 'S .. "10 d.5 Rewew bid e,bmittala and evaluates ntlow bidder j -'�-_-_---_1_ _, 2 M'•m —�- —"—�— ^2� 6 5 240 S. ' S 35 parse - _ .._._._._ -_ _._._ __ -_ ! 1 5 S . 249, 5. 4.6 Prepare recommendation for project award - 1 1 i 2 1 19 Subtotal 2 a I 22 1 I I 6 3a , 5- 1,657 $ ' • 5' 121 1 ,,, 'Direct Salary.COSC(DSC)' , , . 1 13 1 92 , 105 1 17 1 141 1 45 I - I 44 520 I$ 10,601 I 5 3,0001 6 6,5921 OVERHEAD(OH Cost including Salary Additives) 1 ON Rate 1 OH Rate x DSC 165.60% I$ '36,7511 FIXED FEE(FF) ( FF Rate 1 • FF Rate o(DSC+OH) 12,00% 15”'1,3 6,766 SUBCONSULTANT TOTAL $ 3,000 REIMBURSIBLES TOTAL ''S ' 6,0821 I.:.'. Subtotal Design and BiddidgTaska, ' I . I$ , 72,0301 r ea„we,rs.ao.n,m tsxooe Dorm,a Foe Fe..(Rpm.,m 2/2.8.1M a er Pin Desc4 tion Principal I Project I. Project 1 Stan Engineer I Stan Engineer I Engr. 1 Eng6 Wold Processor 701.) BYbconFX. Total P I Manager I Engineer I , 1 Technician .i 0eologisl Hoerr 'Ta.l Liber. • Cal' ExpMss C._..______--._._.._..__..___...._.._._..__.._ ._..i..P_.._._..__._.._I_.._...._.._....._..__s.._..o_...._o_.a.l._._;_.._..:._..__._a._._F.. I+Rr---onsl V.r..._....._.; v.-_. , 1-�� -� Classification Principal Hili Professional Vl f Profewlonal 111 i Professional 11 Professional 17 TecnNci•n l� .Profeedonel VlyAdminielrotive 111 _ Tasks Services During Construction ' i +—_.—.— T , _.—_.—. —_.—_. ..l_ 5.1 Preconswc0on meeting - 4 B , - y,--_;,,--y_—_--_— 2 _ 14' $ 595 3 - $ 86 5.3 Prepare construction plans - 1 , 2 • - 4 2 9 3' ''281 S .5.. 698 17 ___ -_ ..._.._ ._-.--a___...�Z_. ._-- 1242 3 548. 3 - S 818 aquae ...,_................1.,..,_,_............,.. 1 _.....'__. 5.3 Field Impecben ..___..._.. a -1. �--�-'._--..1._...:. . 55 Respond to RFI pay r 1 _--2_._.., - Z +'._.- ......,,20 _............................_.,..,.a,..,,._,.....'......,...,..,t....,..,.,...,..,..,.,...,..,.......:...._,_. ..v�4_..._,._.' 28.'4 1,177 S S 165 i._— —_.�.-- .—.— _._ 5 6 Prepare contract charge orders 2 I..—�—�4 �' 8 —��-�----' - I t ----�'_-'�4 _ 18 S "825 S - - $ 93 5.7 Review submittals and shopdrawirgc ----- —2--+--20— ------r--��------.t_----T. 4 26 . $ 1,009' $ . - S 166 — .___..—._. ..—_._.--..�—.—__- 5.8 Program and startup telemetry system —r� 40 � t— •—..—.� - � �.-----.�—.—w—_ _.._._ - 1p_._._r._.__.._.. �.._.—.—._._.,�.__----' 59 Anend.ytem sting and startup , 16 T,_�.—.�.--. T—.—_.—.—�.--.� e,..27 4 1.224 3 - b ts' 5.10 Assist vnth projep acceptance - i. 4 i B T.___-.__.___I -. i - 1.. 2 14 $ 598 3 • S ,.32 5.11 A•-buIts ..�___._....._._.__ — — . 2 T_._B___._. - 16 16 '^ _.Z_._._._ 44i. $ 1,305 5 3 1,022 5.12 Review O&M manuals _----A_------ -- ------+------ - -• �— i. —2.-—7.—._._.._._.. 4_ . 1 4 -5 164 , Subtotal 4 I� 80 I 180 ! , 18 I 20 I 20 t 40 380•,'$ 18,138 $ -.S-. 2,984 I Direct Salary Cost(NCI-Sennett&During Construction I 4 I 00 I 180 i I 18 I 20 I 20 i 4o I 300 j 3 18,138 I S -18 2,904I OVERHEAD(OH Cost including Salary Additives) I OH Rata-:,, I OH Rate x DSC 185.80% r"3. ...A.! FIXED FEE(FF) ( FF Rate I FF Rate x(DSC+OH) 12.00% r 3 8,188 SUBCONSULTANT TOTAL REIMBURSIBLES TOTAL 5 2,9541 I Subtotal Services.During Construction Tasks,I y y 0 I S., 51,37.) •J4 GS5`.a.G "! `^v4iZ 4�,4cG.",�:,,., gdar,.E 'SSLL€ a.G IN ..bl 53 1 Principal 17 Direct Salary Cost 534,939 Project Manager 172 Overhead Cost 564,847 Project Engineer 345 Fixed Fee Cost $11,974 Staff Engineer 17 Subconsultant Cost $3,000 Staff Engineer 157 Reimbursible Cost 59,546 Engr. Technician 68 Engr. Geologist 20 I Overall Cost Total I 5124,306I Word Processor 84 1 TOTAL PROJECT HOURS I 880 I • 2mnwn..s.D• 6o.r.r•t F.....Irma.. 2/21/2006 r n Fa 0 • III , • -,. u, > -.`: • i , I 0 i , - > , i \ c------'-,.. ..,_ ,4 . ... . , <-, 1/1/(c- .. \ c'i ' - , I ! E ' Y , . ,,,,,,,, , .,..., ;•-•,, , , - : , /,' ''--,, \ \ '-, , .. • . • • •,, i _ . „' / ,,,,/ • / MISTY COVE „., -.,. - / LIFT STATION `,.: , , , , /' L 08 R02-27 ,i:-.I - -; , L_J (.4 NE 50st St/pE • ,..,, . , r ! . / 6 / ,ti•' .r:c •;:- se , •„ . : s CAJ ''.. ',7 • i ? .,;.,. , NE 44th S _ - — ( „, 1, ,,' y ,, ,) „, • ‘......... _ ., 11 , 1 ii •„8 ,.°.' \ ,,_„__, 1 _ I ''''''''•-/'' • BAXTER , rt." '' Q' • D' N NY' i ..: :• lir LI \ LI' STA ION . ,,- --. LIFT STATION . — I L-0 1 ,-.; , —,- -- - III I , .,,, ,,, ,,•7 r • 7,'; _ _ ,., 0 ., , , , i -I, ,... , I 1 .--- - ,_1 . / 717th Pl \ •- \„--(---/ I „is' (---) R02-25 • 10 ,', I 11 ..,4.-.".. •, LLJ `r, C.,) ./ El2 12 27 / _ 114 I 1 I n, 3 > 28 / • '1 ,', •,.`1' I i , ... r; 1 . ,' I' , . ----' . il 1 ' NE4rol is ! 1 ' , , 1 -,/;—\ ...;\ \\ \ 0 400 800 „\ .,, 11 maKami.......m0222ame 1 : 4800 0 Denny's Lift Station Replacement • j r.,.-;,7 ,77) -e.7 C:•'�•7..Cur` L , .- , , , '-' ' - Si/ 'I/2-00D , COMMUNITY SERVICES COMMITTEE REPORT Date; March 17 2008 : .. AUTHORIZATION TO REVISE.RMC 2-8,MUNICIPALARTS COMMISSION ' (Referred November.19,2007)- '. The`Com nunityServices'Comiaittee recommends concurrence in the staff recommendation : ;. : . to authorize the ordinance revising RMC 2-8,Municipal'Arts Commission, inorder to , 1)introduce a 5-year Master Plan for Arts andCulture, 2)set a specific.timeframe for'the. . annual review of the 2-year plan to determine which capital projects will be'slated for.the.1% - for Art.Fund, 3)clarify how monies are budgeted into:the 1% for Art Fund, and 4)develop a : , conservation plan for the maintenance,of public art,,., • The Committee furtherrecommends that the.ordinance regarding this matter be presented.for - first reading, - k e ,lance- -. Tern Briere7 air ' , , , , -, \ : 7/ , .2, : ,-,:-,,,.,.-, , , , :,:,,.„? .,.i ,,?.. . „,., : . '- . ,*,, !.ii, ,i: _ i , -,_:, , - ..,: ,. . : , , , ' 4 _____.... .............., . ,,, „ .0.a.,40r.i.t::“.i.i_. .: . , ,, , _„ , , , . , . . ,. .. .� --•arker, Vice Chair . . .. , _ _ . Randy Corman, ember . _ . „ , . , . •_. : C:, Terry Higashiyama e Pet r"Re'nner A 'P'P11OvET®Emt. CITY COdl9CiL Date I�l' , ;` FINANCE COMMITTEE _ COMMITTEE REPORT , March 17,"2008 ' ' - Purchase and Sale Agreement with King County ' : - CAG-0.7; " (Janiuny23;2008) "februa.r , Z5, Zope , - the. Finance Committee recommends concurrence "in the staff recommendation:to.'authorize '.. . the Mayor and CityClerk'.to"sign a Purchase..and.Sale Agreement-with King=County:for Lot , "B" '-of"the- Cassidy-Code Subdivision in "the .amount ':of x$2,255,646."17: : Funds ",can. be -. 'appropriated from the 316 Reserve Fund:through an Ordinance.. . , , The Committee 'further:.°recommends that an••.additional '$300,000,:00 be: appropriated for - . continuing lease costs"for the'temporary-Parks.Maintenance Facility at the.United:Rentals ' . - Building and foe site development costs_of Lot `B", funds.,also:appropriated from.the-3a 6 Reserve Fund through an Ordinance. - Don-.Persson,-Chair: -`. ere,, ce-Chair' 4, King;Par er,`Member - Terry-Higashiyania,Administrator Community Services ' Mike Bailey;Administrator Finance/IS er Rtnhrr -11.11111111..11 PP OV'E!BY FINANCE , .COMMITTEE. 3 �1p p .a'„ • � t� I COMMITTEE REPORT March 17 2008 - .' Request to Fill New.Surface Water.Maintenance Worker II Position.(Grade A08) at Step D. (February 25, 2008) , : - The Finance Committee recommends concurrence in the:staff recommendation:to approve,the • request to fill the new Surface Water Maintenance Worker H position'(Grade A08) at Step D = =' of'the 2008 Salary.Schedule: :. /_ ✓. 1 .. - • bon.Persson,:Chair ANCE- } dir,.'riere, 1e ► air ;; _ „ .41.14 : . King Parker;Member - - cc: Gregg, Zimmerman;PBPW Administrator';. ':.:y Iters 0007 by.'Human Resources/Risk Management Administrator Mike:Stenhouse;Maintenance.Services • Richard Marsh'all;;Water-Maintenance Supervisor. • _ ' die70/t/J 5-1/0-a08 CITY OF RENTON, WASHINGTON g RESOLUTION NO. l J� A RESOLUTION OF THE CITY OF RENTON, WASHINGTON, AUTHORIZING THE MAYOR AND THE CITY CLERK TO ENTER INTO AN INTERLOCAL AGREEMENT WITH THE STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION FOR CONSTRUCTION MANAGEMENT FOR THE DUVALL AVENUE NE/COAL CREEK PARKWAY SE RECONSTRUCTION PROJECT. WHEREAS, the Duvall Avenue NE/Coal Creek Parkway SE Reconstruction Project will improve safety and ease congestion from Renton to Bellevue; and WHEREAS, a portion of the project is within the City of Renton or soon to be annexed to the City of Renton; and WHEREAS, the project will construct additional lanes, convert overhead power to underground, a new traffic signal at NE 21St Street, and new bike lanes; and WHEREAS, the agreement with the State of Washington Department of Transportation will provide construction management services for that portion of the project within the City of Renton for the construction contract to complete the Duvall Avenue NE/Coal Creek Parkway SE Reconstruction Project. These Services will include project management, inspection, materials testing, on-call surveying, and contract administration during the construction of the project; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DOES RESOLVE AS FOLLOWS: . SECTION I. The above findings are true and correct in all respects. SECTION II. The Mayor and City Clerk are authorized to enter into an agreement entitled Agreement GCA 5674 Duvall Avenue NE/Coal Creek Parkway SE 1 RESOLUTION NO. Reconstruction Project between the City of Renton and the State of Washington Department of Transportation. PASSED BY THE CITY COUNCIL this day of , 2008. Bonnie I. Walton, City Clerk APPROVED BY THE MAYOR this day of , 2008. Denis Law, Mayor Approved as to form: Lawrence J. Warren, City Attorney RES. 13 26:2/29/0 8:scr 2 6/6/472-44 ti )i7/2'Oo9 CITY OF RENTON, WASHINGTON RESOLUTION NO. 3 9 3(O A RESOLUTION OF THE CITY OF RENTON, WASHINGTON, AUTHORIZING THE MAYOR AND THE CITY CLERK TO ENTER INTO AN INTERLOCAL AGREEMENT WITH THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) TO OBTAIN CONSTRUCTION FUNDS FOR THE LAKE WASHINGTON TRAIL SOUTH LAKE CONNECTOR(SAM CHASTAIN TRAIL). WHEREAS, the City of Renton has previously entered into an agreement with the WSDOT to obtain money for project design for the Sam Chastain Trail; and WHEREAS, additional funds are available for construction work; and WHEREAS, it is necessary to supplement the initial interlocal agreement to accept $500,000 in construction funds; and WHEREAS, it is necessary to document the terms and conditions under which the funds will be accepted; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DOES RESOLVE AS FOLLOWS: SECTION I. The above findings are true and correct in all respects. SECTION II. The Mayor and City Clerk are authorized to enter into an interlocal agreement with WSDOT termed Local Agency Agreement Supplement, Agreement No. LA 6164 and to enter into further agreements, supplemental agreements and contracts necessary to execute the work associated with the Sam Chastain Trail. 1 RESOLUTION NO. PASSED BY THE CITY COUNCIL this day of , 2008. Bonnie I. Walton, City Clerk APPROVED BY THE MAYOR this day of , 2008. Denis Law, Mayor Approved as to form: Lawrence J. Warren, City Attorney RES. 1327:3/6/08:scr 2 • CITY OF RENTON, WASHINGTON ORDINANCE NO. AN ORDINANCE OF THE CITY OF RENTON, WASHINGTON, AMENDING THE 2008 BUDGET, ALLOCATING $200,000 FROM THE UNALLOCATED RESERVE FUND BALANCE FROM 2007 FOR DERELICT VESSEL REMOVAL PROJECTS. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DOES ORDAIN AS FOLLOWS: SECTION I. Appropriation in the Unallocated Reserve Fund Balance from 2007 is hereby decreased as follows: Fund 2008 Original Budget 2008 Adjusted Non-Departmental (000-005) Budget Increase Budget • Unallocated Reserve Fund Balance $0 $200,000 $200,000 Source of funds: Budget Unallocated Reserve Fund Balance SECTION II. This ordinance shall be effective upon its passage, approval, and 30 days after publication. PASSED BY THE CITY COUNCIL this day of , 2008. Bonnie I. Walton, City Clerk APPROVED BY THE MAYOR this day of , 2008. • Denis Law, Mayor 1 • Approved as to form: Lawrence J. Warren, City Attorney Date of Publication: ORD.1448:3/11/08:scr • • • 2 • CITY OF RENTON, WASHINGTON ORDINANCE NO. AN ORDINANCE OF THE CITY OF RENTON, WASHINGTON, AMENDING CHAPTER 8, MUNICIPAL ARTS COMMISSION, OF TITLE II (COMMISSIONS AND BOARDS) OF ORDINANCE NO. 4260 ENTITLED "CODE OF GENERAL ORDINANCES OF THE CITY OF RENTON, WASHINGTON," BY INTRODUCING A FIVE-YEAR MASTER PLAN FOR ARTS AND CULTURE; CLARIFYING HOW FUNDING IS ESTABLISHED AND ADJUSTED FOR THE 1% FOR ART FUND; AND SCHEDULING THE ANNUAL REVIEW OF THE TWO- YEAR PLAN FOR PROJECTS SLATED FOR THE 1% FOR ART FUND, TO BE COMPLETED DURING THE ANNUAL CITY BUDGET PREPARATION PROCESS. SECTION I. Sections 2-8-2, Purpose, and 2-8-3, Function, of Chapter 8, Municipal Arts Commission, of Title II, Commissions and Boards, of Ordinance No. 4260 entitled "Code of General Ordinances of the City of Renton, Washington" are hereby amended to • read as follows: 2-8-2 PURPOSE: The City of Renton recognizes and acknowledges the importance of and benefit to the public in providing visual art and performance in its public works and facilities, and to encourage and promote such art and the work of artists. It shall therefore be the policy of the City, unless otherwise prohibited or limited by law, to direct and further the inclusion of art in its public works. The term "art" shall be liberally construed and include the conscious production of arrangement of sounds, colors, forms, movements, or other elements in a manner that affects the sense of beauty and is of aesthetic value. • 1 ORDINANCE NO. 2-8-3 FUNCTION: • A. The Commission shall act in an advisory capacity to the Mayor and City Council in connection with the artistic and cultural development of the City. The Commission shall also act as the conservator of the City's works of public art. B. The Commission shall be responsible for reviewing the design, execution, and acceptance of works of art funded or otherwise acquired by the City. Procedures for these responsibilities shall be developed by the Commission in writing and a copy thereof shall be filed with the City Clerk of the City and furnished unto the office of the Mayor and City Council. Such procedures shall not be in full force and effect until approvedbyCity the Council. C. The Commission shall develop a Five-Year Master Plan for Arts • and Culture, which shall include the City's vision and goals for future works of public art, and a strategic plan for implementing these goals. The Five-Year Master Plan shall be subject to review and approval by the Mayor and City Council on an annual basis. During the Commission's annual review of all capital improvement projects as set forth in Section D below, the Mayor shall propose, for Council review and approval, which Master Plan elements should receive funding based on the projected 1% for Art funding guidelines as set forth in RMC 2-8-7 or as otherwise determined by the City Council. D. Prior to August 1 of each year or during the City's annual budget process, the Commission shall review with the Mayor, or his/her representative, • 2 f ORDINANCE NO. • all capital improvement projects anticipated within the following two (2) year period to determine which projects are appropriate for inclusion of works of art and to estimate the amount to be allocated for said purpose. The Mayor, with appropriate budgetary authorization from the City Council, may establish the amount to be provided for the project(s), as guided by RMC 2-8-7. If, however, the Mayor decides that there will be no funds expended for art on a municipal construction project, and upon concurrence from the City Council, then the funds allocated therefor shall be expended as set forth in RMC 2-8-7C or as otherwise determined by the City Council. Copiesies of any proposals prepared by the Commission shall likewise be furnished to the Department of Community and Economic Development of the City. • 1. Definition of municipal construction project: Any public building, decorative or commemorative structure, park, street, sidewalk, parking facility, or any portion thereof, within the City limits, which will be constructed, renovated or remodeled, and paid for wholly or in part by the City, and the total project cost of which exceeds ten thousand dollars ($10,000.00) to construct, renovate or remodel. 2. "Municipal construction project" shall not be defined to include capital projects paid for wholly or in part by the City's water and sewer utility. E. Whenever a work of art is to be funded under this Chapter the Commission shall, under its guidelines, select the appropriate work(s) of art and recommend that work(s) of art to the City Council. The City Council shall • 3 ORDINANCE NO. consider the recommendation of the Commission and either approve or refuse to • approve the recommended work(s) of art. Should the Council refuse to approve the work(s) of art, then the Commission shall consider and recommend another work(s) of art to the City Council. Should the City Council approve the work(s) of art, then the administration shall proceed to contract with the appropriate artist or artists to obtain the work(s) of art. The contract with the artist or artists will be administered by the City staff F. Maintenance, inspection and rotation of works of art selected and installed under the advice and direction of the Renton Municipal Arts Commission shall be the responsibility of the administration of the City. The Commission may develop a conservation policy from which it may prepare specifications for a maintenance plan for the City's works of art. The artwork 1111 maintenance shall be performed by the City's Facilities Division. The Commission shall inspect such maintenance work and make recommendations for the guidance of the administration in so maintaining the works of art. G. The Commission shall seek, whenever appropriate, alternative sources of financing for the visual and/or performing arts. H. The Commission shall be responsible for disbursing money budgeted to it for support of cultural arts performances, arts related activities and organizations. Such money shall be used to support specific performances such as choral concerts or play performances, performing arts events such as the River Days Art Show, or special projects of a performing arts group such as coaches and music tutors for the Renton Youth Symphony. Such funds may not be used • 4 ORDINANCE NO. • for capital purchases, facility renovations, maintenance or other non-performance expenditures. Any such funded performance must be held in Renton and primarily benefit Renton residents. SECTION II. Section 2-8-7, Works Of Art And Public Facilities, of Chapter 8, Municipal Arts Commission, of Title II, Commissions and Boards, of Ordinance No. 4260 entitled "Code of General Ordinances of the City of Renton, Washington" is hereby amended to read as follows: 2-8-7 WORKS OF ART AND PUBLIC FACILITIES: A. Subject to the consultation requirements of RMC 2-8-3D, all authorizations and/or appropriations for Municipal construction projects shall, concurrently, upon budgeting therefor by the City Council and authorization by the Mayor, whenever legally permitted, include an amount equal to not less than • onepercent (1%) of the actual total project cost, to be used for the selection, acquisition and/or installation of works of art to be placed in, on, or about City public facilities, which are suitable and appropriate therefor. The amount that is then transferred to the 1% for Art Fund, based on the project's budget cost that is used for planning purposes, shall be adjusted up or down from that amount, based on the actual total project cost after it has been completed. In the event any law, rule or regulation establishing a source of funds for a particular project, including but not limited to grants, loans, or assistance from Federal, State or other governmental units, prohibits, limits or excludes art and art works as a proper expenditure, then the amount of funds from such source shall be excluded in computing the one percent(1%) amount of the total project cost. III 5 ORDINANCE NO. B. All funds authorized and/or appropriated pursuant to this Section • shall be maintained in the 1% for Arts Fund. The City Council, upon the recommendation and advice of the Commission, shall approve, from time to time, the amount to be allocated for the selection, acquisition and/or installation of individual works of art to be placed either as an integral part of the municipal construction project in connection with which the funds were appropriated or attached thereto, or detached within or outside such project, or to be placed in, on or about other public facilities. All of such expenditures for art shall be approved by the City Council and as otherwise provided by law. C. Funds authorized and/or appropriated pursuant to this Section for a municipal construction project but not expended on any such project shall be placed and retained in the 1% for Arts Reserve Fund. If for any reason any transfer to such Fund shall be contraryto law orprohibited byanyrule or • regulation governing such funds, then any such unspent or residual sum authorized and/or appropriated as a part of such construction project may be expended for any like or similar public purpose or purposes relating to the selection, acquisition and/or installation of works of art. SECTION III. This ordinance shall become effective after its passage, approval, and 30 days after its publication. PASSED BY THE CITY COUNCIL this day of , 2008. Bonnie I. Walton, City Clerk 6 ORDINANCE NO. APPROVED BY THE MAYOR this day of , 2008. Denis Law, Mayor Approved as to form: Lawrence J. Warren, City Attorney Date of Publication: ORD.1401(2):3/4/08:scr • • 7