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R sTarR A C\ k 1 b y vC- LJiC] "} J VO STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES CITY OF RENTON April 22, 1996 3 A 1936 CITY OF RENTON RE;EiVED { =PR 2 4 1996 �Ci1t� UP4k,1TY 200 MILL AVE S CLERK'S OFFICE RENTON WA 98055 z Account ID: 700,271-00-0 Gary Merlino Construction Company Contract No. CAG 95-108 Dear Business Person: Please be advised that the Department of Labor and Industries does hereby release the City of Renton from any further liability pursuant to RCW 51.12.050 and RCW 51.12.070 as would otherwise incur in connection with a contract calling for storm system repair. This certificate does not release Gary Merlino Construction Company from liability for additional contributions which later may be determined to be due with respect to the above mentioned contract or any other contracts said contractor may have performed. qI )�Sincerely, Kay Kjorlaug Industrial Insurance Accounts Auditor Contractor Compliance/Release Unit PO Box 44152, Olympia WA 98504-4152 Phone: (360) 902-4683/Fax: (360) 902-4757 CCUI.KK:1.55 cc: GARY MERLINO CONSTRUCTION COMPANY 9125 LOTH AVE S SEATTLE WA 98108 mks PLANNING/ BUILDING/ PUBLIC WORKS DEPARTMENT MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON, WASH. 98055 UTILITY SYSTEMS DIVISION - 235-2631 LrI�T�Q 0 TRANSPORTATION SYSTEMS DIVISION - 235-2620 DATE: JOB NO.: RE: ATTN: GENTLEMEN: WE ARE;SENDING YOU ATTACHED o UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS: ❑ SHOP DRAWINGS ❑ PRINTS ❑ REPRODUCIBLE PLANS ❑ SPECIFICATIONS o COPY OF LETTER ❑ COPIES DATE NUMBER DESCRIPTION AND REMARKS 9 THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ FOR APPROVAL ❑ APPROVED AS SUBMITTED o RESUBMIT COPIES FOR APPROVAL ❑ FOR YOUR USE ❑ APPROVED AS NOTED ❑ SUBMIT COPIES FOR DISTRIBUTION ❑ AS REQUESTED o RETURNED FOR CORRECTIONS ❑ RETURN CORRECTED PRINTS ❑ FOR REVIEW AND COMMENT ❑ ❑ PRINTS RETURNED AFTER LOAN TO US COPIES TO: SIGNED //LL. OLD----- — (�//c� � TITLE IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE Short Plat (SHPL# ) REQUEST FOR PROJECT# Prelim.Plat (PP# ) CAG# ) To: Technical Services Date ( WO# Green# From: Plan Review/Project Manager A_y/ Project Name SOut/7 77/, Sfreef /Motes fvak,n 4ixi� �Je�; (70 characters max) Description of Project: L e4 6!o eA44 n7 -l4110o1 Sri )-17 di a� n� n�e� . Circle Size of Waterline: 8" 10" 12" Circle One: New or Extension Circle Size of Sewerline: 8" 10" 12" Circle One: New or Extension Circle Size of Stormline: 12" 15" 18" Circle One: New or Extension IZepl«tme Address or Street Names T/ } Dvlpr/Contractor/Owner/Cnslt:: mer&p . (70 characters max) Check each discipline involved in Project Ltr Drwg #of sheets per discipline ✓ ✓ Cl Trans-Storm ❑ ❑ (Roadway/Dratnage) (Off site impmvements)(include basin mine) (include TESC sheets) ❑ Transportation (Signalindon,Channelintion,Lighting) ❑ ❑ ❑ Wastewater ❑ ❑ Sanitary Sewer Main(include basin name) ❑ Water (Mains,Valves,Hydrants) ❑ ❑ (Include composite&Horizontal Ctri Sheets) Suface Water (&Ae le Rlc,E4 Improvements (CIP ONLY)(include basin mxnc) q TS Use Only Approved by TSM Date: H:forrm/utility/92-090.DOC/CD/bh March 18 1996 Renton City Council Minutes Page ]00 Citizen Comment: Korn - Eric Korn, 1211 N. 28th Pl., Renton, commented on the Chevron expansion, Chevron Expansion remarking that N. 30th St. is one of only two streets that enter into the Kennydale area, and added that traffic needed to be kept at a minimum. Citizen Comment: Loring David Loring, 2000 Benson Rd. S., Renton, 98055, spoke strongly in favor the - Burnett Transit Way selection of Renton as a transit hub, saying that the hub is crucial to the redevelopment of downtown Renton. He described the importance of increased accessibility to the city center by residents and non-residents. He stressed that if Renton did not support the transit center, the opportunity would be lost. CONSENT AGENDA Items on the consent agenda are accepted by one motion which follows the listing. Rezone: Cedar River Park, Hearing Examiner recommended approval of City-sponsored rezone of Cedar 1715 Maple Valley Hwy, River Park, 1715 Maple Valley Highway, from P-1 (Public Use) to COR from P-1 to COR (Center Office Residential), File No. R-95-125. Council concur. (See page 103 for ordinance.) Rezone: Heather Downs Hearing Examiner recommended approval of City-sponsored rezone of Park, NE 3rd Ct/Union Heather Downs Park, south of NE 3rd Ct. and west of Union Ave. SE, from Ave NE, from P-1 to P-1 (Public Use) to R-10 (Residential up to 10 units per acre), File No. R- R-10 95-100. Council concur. (See page 103 for ordinance.) Rezone: Jones Park, Wells Hearing Examiner recommended approval of City-sponsored rezone of Jones Ave S, from P-1 to Park, Wells Ave. S., from P-1 (Public Use) to RM-U (Residential Multi- RM-U family Urban Center), File No. R-95-112. Council concur. (See page 104 for ordinance.) Rezone: NARCO Site, Hearing Examiner recommended approval of City-sponsored rezone of the 1500 Houser Way N, from former NARCO site, 1500 Houser Way N., from P-1 (Public Use) to RC P-1 to RC (Resource Conservation), File No. R-95-126. Council concur. (See page 104 for ordinance.) CAG: 95-108, S 7th Surface Water Utility Division submitted CAG-95-108, S. 7th St./Moses Lane St/Moses Lane Storm storm system repair project; and requested approval of the project, System Repair, Gary authorization for final pay estimate in the amount of $3,278.46, Merlino Const. Co. commencement of 60-day lien period, and release of retained amount of $639.21 to Gary Merlino Construction Co., contractor, if all required releases are obtained. Council concur. MOVED BY NELSON, SECONDED BY SCHLITZER, COUNCIL APPROVE THE CONSENT AGENDA AS PRESENTED. CARRIED. Utilities Committee Utilities Committee Chair Corman presented a report regarding the Sound Latecomer. SW 12th St., Mazda request for a latecomer agreement. Mr. Dennis Boone, of Anderson Sound Mazda (LA-96-001) and Boone Architects, representing Mr. Rich Snyder, submitted a request for a latecomer agreement from adjacent property owners who may benefit in the future from an eight-inch sewer main that Sound Mazda is required to install in SW 12th St. to serve its project in the 100 block of SW 12th St. The Committee recommended that Council grant preliminary approval for a period of one year for the requested latecomer agreement. The duration of the final agreement will be set for 15 (fifteen) years, and the most equitable method of spreading the costs over the benefiting properties shall be calculated by the square foot method. Following Council concurrence, the preliminary roll shall be forwarded to the City Clerk, who will notify the affected property owners. If no protests are received, following construction March 18 1996 Renton City Council Minutes Page 101 of the sewer line, the Council can authorize preparation of the final assessment roll and latecomer agreement. The latecomer agreement will then be executed and recorded with King County. If protests are received within 20 days of notification, the Council may hold a public hearing and establish a record, or delegate the hearing to the Hearing Examiner for recommended action to the Council. MOVED BY CORMAN, SECONDED BY SCHLITZER, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. Release of Easement: RE- Utilities Committee Chair Corman presented a report recommending 95-001, NE 20th/Jones concurrence in the recommendation of staff and the Board of Public Works Ave NE (Jan-Wes Homes) that Council authorize the release of certain City of Renton easements contained and described under King County Recording numbers 8106290604 and 8805099006 (this 30' by 150' easement was created on the face of the City of Renton short plat #87-060). The Committee also recommended concurrence with the recommendation of the Board of Public Works that Council determine the classification of the subject easements to be Class B, which is described as follows: "All City of Renton easements for which no public funds have been expended in the acquisition, improvement or maintenance of same or easements originally dedicated or otherwise conveyed to the City by the present petitioner for the release of said easement for which no pubic expenditures have been made in the acquisition, improvement or maintenance thereof." All fees associated with these release of easements will be paid by the City's Wastewater Utility. The Committee further recommended that Council authorize the Mayor and City Clerk to execute the release of easement documents and that the City Clerk record the documents with King County. MOVED BY CORMAN, SECONDED BY SCHLITZER, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. CAG: 96-, City of Utilities Committee Chair Corman presented a report recommending Tukwila Franchise for concurrence with the Planning/Building/Public Works Department's Storm Drainage recommendation that Council approve the proposed ordinance granting unto Interceptor in SW 16th St the City of Tukwila the right and franchise to construct, maintain, repair, renew and operate a storm drainage interceptor, principally along SW 16th St. within the City of Renton. The City of Tukwila's 48-inch storm drainage interceptor was constructed in SW 16th St. as part of the Boeing Customer Service Training Center project. The storm drainage interceptor discharges surface water runoff into Springbrook Creek that naturally drains into the City of Renton from a portion of the City of Tukwila directly west of the Boeing Customer Service Training Center. The approval of the franchise agreement requires no expenditure of City funds. The Utilities Committee recommended that the Mayor and City Clerk be authorized to execute the Bill of Sale transferring said storm line to the City of Tukwila. The Committee further recommended that the ordinance regarding this matter be presented for first reading. MOVED BY CORMAN, SECONDED BY KEOLKER-WHEELER, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. (See page 104 for ordinance.) CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: March 21, 1996 TO: Margie Doohan FROM: Mike Dotsoq-� SUBJECT: CAG 95-108-NELSON PLACE NW/RAINIER AVENUE N STORM SYSTEM REPLACEMENT PROJECT FINAL PAY ESTIMATE The following documents are attached for processing the final pay estimate for this project: 4 copies Notice of Completion of Public Works Contract I copy Agenda Bill(for March 18, 1996) for Council's acceptance of the project and pay estimate I Original Final Pay Estimate 6 copies Final Pay Estimate I Original Statement of Intent to Pay Prevailing Wages for West Coast Construction Co.,and Lakeside Industries I Original Affidavit of Wages Paid for West Coast Construction Co., and Lakeside Industries I Original Certification of Payment of Prevailing Wages(City form) Please process the final pay estimate for payment to the contractor. Please call me at x-6192 if you have any questions or need additional information. Thanks. H:D0CS:96-189:MD:js 048830 MERLINO CONSTR (GARY) 98771 01/26/96 ORIGINAL Vendor No. Vendor Name r PO pate ty Chapter 116, Laws of 1965 ..0 CITY OF RENTON Purchase Order City of Renton Certification 1, the undersigned, do hereby certify under penalty of perjury, that the materials have been furnished, the services rendered, or the labor performed as described herein, and that the claim is a just, due and MERLINO CONSTR (GARY) - unpaid oblicig o against the City of Renton, and that I am authorized to 9125 lOTH AVE SO authentate en,d a tify t SEATTLE, WA 98108 Sign ed -3i.yl` PLNG/BLDG/PUB WKS UTILITY SYS FERKINGSTAD, LINDA Qty Unit Description Unit Price Est. Amount Account Number WO/Funs Amount CAG 95-108 S. 7th 20,949 .68 E 421.000600.018.5960.0038.65.065150 65150/5460 20,949.68 Moses Lane Storm System Repair Project 10, OGG. t6 t Ir'97. 71 ReZ•) r0r .39� �1 31zoIq(I 02 3, 2 -7S 1�h o?.trc. PAID 6' 13/ o"Z -s Authorized By 20,949.68 20,949 .68 Accounts Payable Div.•200 Mill Ave.S.•Renton, WA 98055•Phone(106)235-2618•Fox(206)235-2513 DP 3119 11194 CITY OF RENTON COUNCIL AGENDA SILL AI#: Submitting Data: Planning/Building/Public Works For Agenda of March 18, 1996 DepvDiwBoatd.. Surface Water Utility Staff Contact...... Ron Straka/Mike Dotson, X-6192 Agenda statue: Consent.............. X Subject: Public Hearing...... Final Pay Estimate- CAG 95-108 cotrespondenee..... S 7th Street /Moses Lane Ordinance........... Storm System Repair Project Resolution........... Old Business........ Exhibits: New Business....... Final Pay Estimate Study Sessions...... Notice of Completion Information......... Other................ Recommended Action: - Approvals: Council Concur Legal Dept.......... Finance Dept....... Olber................ Fiscal Impact: Expenditure Required..... $3,278.46 (final pay estimate) TranskdAmendmem....... Amount Budgeted......... $20 949.68 Revenue Generated......... Summary of Actim: Construction began on January 2, 1996. Final paving and project completion occurred on February 20, 1996. The contractor was Gary Merlino Construction Company. The project replaced a 48" catch- basin and 24" storm pipe that had collapsed. The failed storm system needed to be repaired because it caused a sinkhole to form in South 7th Street and prevented the system from operating as intended. The original contract was for $20,949.68. Final contract costs were $13,832.53. The decrease in contract costs was due to reduced pipe replacement. It was determined that most of the existing pipe was in good condition. Only the pipe sections that were failing were replaced. Funds for the project will be taken from the SW 7th Street capacity analysis project account, Account # 421.000600.018.5960.0038.65.65150 (work order # 65150). This account has a 1995 carry forward balance of$236,766.00. Staff Recommendations: The Surface Water Utility of the Planning/Building/Public Works Department recommends that the S 7th Street/ Moses Lane Manhole replacement project be accepted, the final pay estimate be approved and the retainage be released after sixty (60) days, subject to the receipt of all required authorizations. H:DIV/UmJDOCS:96160 03/06/96 TO: FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Gary Merlino Construction CONTRACT NO. CAG 95-108 ESTIMATE NO. 002 FINAL PROJECT: S 7th/Moses Lane 1 . CONTRACTOR EARNINGS THIS ESTIMATE $3,030.00 2. SALES TAX C 8.20% $248.46 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $3,278.46 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $9,266.51 5. 'EARNINGS DUE CONTRACTOR THIS ESTIMATE $2,878.50 6. SUBTOTAL - CONTRACTOR PAYMENTS $12,145.01 7. RETAINAGE ON PREVIOUS EARNINGS $487.71 8. *'RETAINAGE ON EARNINGS THIS ESTIMATE $151.50 9. SUBTOTAL - RETAINAGE $639.21 10. SALES TAX PREVIOUSLY PAID $799.85 11. SALES TAX DUE THIS ESTIMATE $248.46 12. SUBTOTAL - SALES TAX $1,048.31 * (95%xLINE 1) ** (RETAINAGE. 5%) GRAND TOTAL: $13,832.53 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT 42 1/000600.18.5960.0038.65.065150(65150/5460) $3,126.96 #002 FINAL $3,126.96 RETAINED AMOUNT (Line 8): ACCOUNT 421/000600.18.5960.0038.65.065150(65150/5460) $151.50 #002 FINAL $151.50 TOTAL THIS ESTIMATE: $3,278.46 CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION 1,THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY,THAT THE MATERIALS HAVE BEEN FURNISHED,THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN,AND THAT THE CLAIM IS A JUST,DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON,AND THAT I AM ` AUTHORIZED TO AUTHENTICA AND CERTIFY TO SAID CLAM Signed: Printed On:2/28196 City of Renton Public Woft Depadmenl Page 1 �2�Z9-7 E Printed On:MM6 City of Renton Public Works Depadment Page 1 Project: S 71h11.4oses lane Contract Number. CAG 95-108 Contractor.Gary Med'no Construction Pay Estknale Final Closing Date: 2/2111)8 Item Description Unit Est. Unit Previous Previous This This Tote) Total No. Cluantity, Price Quantity Amount Quantity Amount Ouanf Amount SCHEDULE mi. Mobifvation Lump Sum 1 $2,350 1.00 $2.350.00 $0.00 1.00 $2,350.00 002. Constniction Surveying,Staking,As-1 Lump Sum 1 $650 0.80 $520A0 0.20 $130.00 1.00 $650.00 003. Traffic Control Lump Sum 1 $1.500 0.80 $1,200.00 0.20 $900.00 1.00 $1,500.00 004. Trench Excavation Safety Systems Lump Sum 1 $5W 1.W $500.00 $0.00 1.00 $SU0A0 005. 12 kWh Dis.RCP Slmm Drain Pipe Linear Feet 20 $65 5,50 $357.50 50.00 5.50 $357.50 006. 24 inch Dia CMPO Storm Drain Pipe Unear Feel 40 $67 9.00 $603.00 $0.00 9.00 5603A0 007. Foundation Material(Ouarry$palls) Tau 40 S20 7.14 $142.60 $0.00 7.14 $142.80 008. Impwl Baddill Tons 211 S12 35.91 $430.92 $0.00 35M $430.92 0C9. 54 inch Type 2 Catch Basin Each 1 $2,000 1.00 $2,000.00 $0.00 fA0 $2,000.00 010. ACP Overlay$Trench Repair Prepat Lump Sum 1 $UM 0-80 $1.200-00 020 $300.00 1.00 $1,500.00 011. ACP Overlay,and Trench Repair Mah Tons 15 $160 0.00 $0.00 15.00 $2,25(L00 15.00 $2,250.00 012. Curb and Gutter Tons 40 $20 0.00 $0.00 $0.00 0.00 $0.00 013. Emslon Cmd d Lump Sum I 5250 l.w $250.00 $0.00 1.00 $250.00 014. Restoration(Complete Projed) Lump Sum 1 $250 0.80 5200.00 020 $50.00 1.00 $250-00 Sumotal $9,764.22 $3.030.00 $12,78422 0.2%Sales Tax $799.85 $248.46 $1,048.31 TT Tdal $10,554.07 53,276.46 $13,832.53 sorry Stele of Washington Reg.No.: n Department of Revenue £x Audit Procedures&Aduilnisuation Date: e ,p PO Box 47474 �t iaa S Olympia,Washington 985047474 NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT From: DEPAitTNTENT IISE. NLY City of Renton Assigned To 200 Mill Avenue South Renton,WA 98055-2132 Date Assigned Notice is hereby given relative to the completion of contract or project described below. Description of Contract CAG 95-108 S 7th Street/Moses Lane Storm System Repair Project Contractor's Name Gary Merlin Construction Company Telephone No.(206)762-9125 Contractor's Address 912510th Ave South,Seattle,WA 98108 Date Work Commenced Date Work Completed Date Work Accepted January 2,1996 February 20,1996 February 22,1996 Surety or Bonding Co. Vatient Insurance Company Willis Corroon Corp of Seattle,Michael L.Webb,(206)386-7400 Agent's Address PO Boa 34201 Seattle WA 98124 Contract Amount: $20,949.68 Amount Disbursed: $13,193.32 Additions or Reductions: ($8165.46) Amount Retained: $639.21 Sales Tax: $1,048.31 Total: $13,832.53 Total $13,832.53 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. unmediately 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 310020(12-92) Kforms/nalmmplt/ CITY OF RENTON CERTIFICATION OF PAYMENT OF PREVAILING WAGES Date: 2/29/96 Project S. 7th/Moses Lane CAG No. 95-108 This is to certify that the prevailing wages have been paid to our employees and our subcontractors' employees for the period from 1/4/96 through 1/13/96 in accordance with the Intents to Pay Prevailing Wage filed with the Washington State Department of Labor & Industries. This form will be executed and submitted prior to or with the last pay request. Gary Merlino Construction Co. , Inc. Com an N. a Title: Vice President {01 H:%storm\S7THB1D.dm Devading Labor and lndurtriw 3 STATEMENT OF INTENT Prevailing Waage ��_��0 TO PAY PREVAILING WAGES Olympia WA 9&%4-4540 Public Works Contract THIS FORM MUST BE TYPED OR PRINTED IN INK Lrlm=lete,fnrms cannot be Processed and will be returned without ovrmd. $25.00 Filing Fee Required Large,bold nmnbers match instructions on back of form. 2 Project Name contnct N rti...ma"a�of10wenxherdy.aomn.6y►twdod-v D-P�hnw Y"k:aaa S. 7th/Moses Lane CAG-95-108 ALL FORMS .WILL BE MAILEp 10 THIS ADDRESS C° °" A" m°`A`e`y organization nanv%addtas,city,9a1e&21P+4 City of Renton i----------------------------------------—............ _.:......_._._...._.---*---------------- ----- ................\ Ad&= Gary Merli Construction Co.; Inc. 200 Mill Ave. S. n _..... ....._._...... ... ...... _._.. _...._..... ._.................__..... city Sine TIP+4 9125 loth Ave. South Renton WA 98055 ......._..__. _..._. _._.. __. County whemw.&willbepufouned CStywhemwatdkwillbepeffamed �. Seattle, WA 98108 King &enton ..._............................................------------.-----------------._._._._..........._. ...............-..' Bid due date Dane contract a warded Prime contractor L&1 Conn.Registration No. Do you intend m use subcamnnna? Do you mead muse apprentices? Gary Merlino Construction Co. , Inc. GARYMCC150MW Yu L3 No 0 Y. ca No -- Indicate total dollar amomtt of yom contract —► $ 20,949.68 4 Rate of 5 Rate of Hourly s Estimated Number 3Craft/trade/occupation hourly Pay Fringe Benefits of Workers Laborer ..... - -- -- .-........................... .. - 19.51 ._.-4..65........... 2 Operator,-- D-9 & under..:........_. :_._. ---............._._..... , 21.76 6.81-- 2... Teamster, Dumpster_16-30 Yards 21.59 _....._5....91 .-... 1._.__. FIagggr_._._._.......- -- -. 4,83 — 4.65...., _...._._._................................... . 1 --- --.::................. _......_ ............._:_................................... ...... . ...... ....... I hereby certify that the above infomnaun is correct and that all waken I 8 Comfy 1111e employ at this Public Works Project will be paid no Len than the Prevailing Gary Merlino Construction -- Wage Raw(s)as demmuned by the Indmuial statistician of the Dcpart nmt Address of Labor and lnduarin.I underna d that contaaon who violate Prevailing Wage Lawn,ie.,inccarect cimificatioawope of wo&of woken,improper 9125 loth Ave. South paynwrt of pnwailing wager,ec.,an subject to fines andtor debarment and ry State ZIP+4 wiU be nquhed m pay any back wage doe w workers. RCW 39.12030 7 NOTARY: Complete all 4 copies and uotartm each Seattel, WA 98108 Phone number L&I Conte Registration No. Subscribed and surom to before me this date: My commission expires on Feb. 29, 1996 10 10 96 (206 ) 762-9125 GARYMCC15OMW Notary Public in and for the State Sign �1n �, Title of Washington Signamre�\_ t&— Nu A.,: �. neck mber � uFWI'&ILlac Onl Issued By: APPROVED: Department of Labor and Industries PAYMENT RECEIVED MAR 0 4 1996 By 7 deaa.wstarairw - L&I F�Ob029-000 n.�aof mv:nmpY &93 Oiao W -Arudma Amory Cm -Lot Pink-Pri�Cme.ctar addvrad-Svbmn.ua Department of labor and Industries =Prevailing Wage AFFIDAVIT OF WAGES PAID � n ° PO Box 44540 Olympia WA 98504-4540 Public Works Contract THIS FORM MUST BE TYPED OR PRINTED IN INK $25.00 Filing Fee Required - Imamnlete forms cannot be processed and will he returned without aaoroval Large,bold numbers match instructions on back of form. Project Name _ Wrsearfews aumum affewartlrpdays Awmeaala#aam the doe Ere arpwete tamwwyavfomta 2 S. 7th/Moses Lane ALL FORMS'WILL BE MAILED TO` THIS ADDRES8 Contract# Daminmatftled 1 Organirodonname addms,city,5tate&ZIP.4 CAG-95-108 2 29 96 ....._._._._._._........._.... _.....` - _._._.-..-_-\l Comma Awarding Agarcy City of Renton Gary Merino Construction Co. , .Inc. Address 200 Mill Ave. South 9125 loth Avenue South ay state zIP.4 Renton, WA 98055 '...,--_Seattle r WA 98108 ...-...----.---------.---._: Carty where aod,was performed City where wods was pufotmed . --.. _._._._ .......- King _ Renton Prime contractor Contractor Registration No. Bid dtm date Dam contact awarded Date we&completed Gary Meriino Construction Co. , Inc. GARYMCC150MW ly 14 95 11 20 95 1 12 96 Indicate total dollar amount of your contract --lp- 13,832.53 tj Number r, Total#hrs 6 Rate of 7 Raze of Hourly 8 Apprentices: 3 Craft/trade/occupation of Workers worked-ea trade Hourly Pay Fringe Benefits tsar#s rt.rxarronn> Laborer 2 61.50 19.51_ 4.65 Operator, D-9 & Under 2 65..50 21 76 � 6.81 Teamsters ter 16-30 Yds 1 1.00 21.59 5 91 ........................ ......D......?5...._._............... ........., -•.... ......-_ Flogger 1 31.50 14.83 4.65 ' .............. .... ----- ------- ----- .. ..... i i t I hereby certify that the above Gdonnation is conect and that all workers 1 9 Company name employed on this Public Woks Project were paid no less than the Prevailing -.: - Gary Merlin Construction"'CO.-, Inc. Wage Raw(a)as determined by the Indwuial Statistician of the Department Address of Labor and Industries.I undeamnd that camtract.who violate Pmvailing Wage Laws,i.e.,inrnmct dassifrcadodscope of work of workers,inTmper • - payment of prevailing wages,etc.,am subject to fines andlm debarment and 91ZS lOtli Ave South City State ZIP+4 will be required m pay any back wages due m waken. RCW 39-110.50.. 10 NOTARY: Complete all 4 copies and notarize each Seattle, WA 98108 Phone number Contractor Registration No. Subscribed and swom to before me this dam: My commission expires on 29 996 10 10 96 206) 762-9125 GARYMCC150MW Notary Public in and for the State Signaure Title Of Washington �Rp � Signature Check N �co I Arnoonn Number- 6 Far LArl Use Only. Issued By: CERTIFIED: Department of Labor and Industries Fatlsl PAYMENT RECEIVED (]� M�Swa y�ft f MAN 11096 ��a, MAR 0 4 1996 FlOPM-eee srfmavit of wean &95 Dwibutim %ia-AwW a anry fz ry-tAI C SabfAMaely CASHIERS CrrY OF RENTON COUNCIL AGENDA BILL AI #: Submitting Data: Planning/Building/Public Works For Agenda of: March , 1996 DeptiDiviBoard.. Surface Water Utility Staff Contact...... Ron Straka/Mike Dotson, X-6192 Agenda Status: Consent.............. X Subject: Public Hearing...... Final Pay Estimate - CAG 95-108 Correspondence••••• CONCURREN E S 7th Street / Moses Lane Ordinance........... pATE Storm System Repair Project Resolution........... JtJqIAV ATE Old Business........ , Exhibits: New Business....... Final Pay Estimate study sessions...... Notice of Completion Information......... Other................ � Gi� S Recommended Action: Approvals; Council Concur Legal Dept.......... Finance Dept....... Other................ Fiscal Impact: Expenditure Required..... $3,278.46 (final pay estimate) Transfer/Amendment....... Amount Budgeted......... $20,949.68 Revenue Generated......... Summary of Action: Construction began on January 2, 1996. Final paving and project completion occurred on February 20, 1996. The contractor was Gary Merlin Construction Company. The project replaced a 48" catch- basin and 24" storm pipe that had collapsed. The failed storm system needed to be repaired because it caused a sinkhole to form in South 7th Street and prevented the system form as intended. The original contract was for $20,949.68. Final contract costs were $13,832.53. The decrease in contract costs wWdue to reduced pipe replacement. It was determined that most of the existing pipe was in good condition. Only the pipe sections that were failing were replaced. Funds for the project will be taken from the SW 7th Street capacity analysis project account, Account # 421.000600.018.5960.0038.65.65150 (work order # 65150). This account has a 1995 carry forward balance of$236,766.00. Staff Recommendations: The Surface Water Utility of the Planning/Building/Public Works Department recommends that the S 7th Street/ Moses Lane Manhole replacement project be accepted, the final pay estimate be approved and the retainage be released after sixty (60) days, subject to the receipt of all required authorizations. agenda.doc 03/04/96 GARY MERLINO CONSTRUCTION CO. DATE 1 9 C11D I Joel*. 135-z5 GENERAL CONTRACTING ATrEMION 9125 Tenth Avenue South, Seattle, WA 98108 RE: (206)7 - 25 FAX(206)763-4178 nlcs-ps TO: lk Wg �8a� WE ARE SENDING YOU $ Attached I- Under separate cover via the following items: El Shop Drawin�ngs ❑ Prints Plans Samples -1 Specifications Copy of Letter - Change Order Submittal Other _ COPIES DATE NO. ESCRIPTION 1 l 1`t VI THESE ARE TRANSMITTED as checked below: L❑, For approval Approved as submitted Resubmit_ copies for approval 3 l or your use F Approved as noted Submit copies for distribution ❑ f As requested Returned for corrections - Return corrected prints For review and comment f'' FOR BIDS DUE 19 : PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO ��,,,,�-d�" � SIGNED: w II enclosures are not as noted,kindty notify us at once. QQ V.S. DCPARTMENT OF LAOOR Farm ApPrel.d wall AMC HOUR DIVISION STATEMENT OF COMPLIANCE ea4a.IeV.ead No. .t-Ria9j Date 1 /q 1. Cathy Reynolds Secretary/Re( HL) C�pti bniat do hereby state: [Name of aianAlnry;-Fly) Gary Merlino Const. Co. , Inc. (1) That 1 pay or pe.vise the aymenl of the persons employed by u.cl or) on the S�/,T1�sI� J�� I�raclor or lubron . !' W"e'S _ : that during the payroll period commencing on the�dav of _. qq//-- 1 of Wine orworld I9 fU.' and ending th.-k day of _ . 192LC, all persons employed do said project have been paid the full weekly wages earned. that no rebates have been of will be made either directly or indirectly to or on behalf of said from the full weekly wages eamed by any person and that no deductions have fConrrscler or sub coin nemq been made either directly or indirectly from the full wages earned by any person, other then Permissible deductions as defined in Regulations. Part 3 (29 CFR Subtitle A), issued by the Secretary of Labor under the Copeland Act. as amended (48 Slat 948.63 Slat. 108, 72 Star. 967; 76 Slat. 357; 40 U 5.0 276c), and described below: (2) That any payrolls otherwise under this contract required to be submitted for the above period arc correct and complete; that the wage rates for laborersor mechanics contained therein are not less than the applicable wage rates contained :-I any wage delenninstfon incorporated into the contract; that the classifications set forth therein (or each laborer or mechant. .on• form with the work he performed (3) That any apprentices employed in the above period are duty registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training, United States Department of Labor,or if no such recognized agency exists in a Slate. are registered with the Bureau of Apprenticeship and Training, United Stales Department of Labor. (4) That: (a) WHE E FRINGE BENEFITS ARE PAID TO APPROVED PLANS. FUNDS. OR PROGRAMS n addition to the basic hourly wage rates paid lo'each laborer or mechanic listed in the above referenced pa)'- roll,, payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of such employees, except as noted in Section 4tc) below (b) WHERE FRINGE BENEFITS ARE PAID IN CASH • Each Laborer or mechanic listed in the above referenced payroll has been paid as indicated on the payroll. an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract, except as noted in section 4(c) below. (c) EXCEPTIONS EXCEPTION (CRAFT) EXPLANATION R EMw RNS n wME AND TITLE lIONATV e) Canty Reynolds/Secretary-Rote tionist , THE WILFUL FALSIFICATION OF /.NY OF THE ABOVE STATEMENTS MAY SUBJECT We CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION SEE SECTION tool OF TITLE 16 AND SECTION ali OF TITLE SI OF THE UNITED STATES COOS Fertile WH•34911/061 PURCHASE THIS FORM DIRECTLY FROM THE SUPT. OF DOCUMENTS GARY MERLINO CONSTRUCTION CO. , INC. EMPLOYEE UTILIZATION REPORT JOB CODE 95-25 PAGE 10 912% LOTH AVE S. ONE WEER ENDING - 1/13/96 S. 7TH/HOSES LANE - SEATTLE, WA 98108 91-1296882 CONTRACT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CONSTRUCTION --TOTAL HOURS-- -----BLACK----- ----HISPANIC--- -----ASIAN----- -----INDIAN---- -PERCNT- -4EMPL- -RMINR- - TRADE M F M F M F M F M F MIN FEM R F M F LABORER JOURNEYMAN 53.50 25.00 25.50 .00 .00 .00 .00 .00 .00 .00 32.5 31.8 2 1 1 0 APPRENTICE .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 0 0 0 0 ------- ------- ----- ------- ------- ------- ------- ------- ------- ------- ---- ---- --- --- --- --- SUB-TOTAL 53.50 25.00 25.50 .00 .00 .00 .00 .00 .00 .00 32.5 31.8 2 1 1 0 OPERATOR JOURNEYMAN 65.50 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 2 0 0 0 APPRENTICE .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 0 0 0 0 ------- ------- ------- ------- ------- ------- ------- ------- ------ ------- ---- ---- --- --- --- --- SUB-TOTAL 65.50 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 2 0 0 0 TEAMSTER JOURNEYMAN .00 1.00 .00 .00 .00 .00 .00 .00 .00 1.00100.0100.0 0 1 0 1 APPRENTICE .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 0 0 0 0 ------- ------- ------- ------ ------- ------ ------- ------ ------ ------- ---- ---- -- --- --- --- SUB-TOTAL .00 1.00 .00 .00 .00 .00 .00 .00 .00 1.00100.0 .0 0 1 0 1 CARPENTER JOURNEYMAN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 0 0 0 0 APPRENTICE .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 0 0 0 0 ------- ------- ------- ------- ------- ------- ------- ------ ------- ------- ---- ---- --- --- --- --- SUB-TOTAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 0 0 0 0 CEMENT JOURNEYMAN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 0 0 0 0 MASON APPRENTICE .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 0 0 0 0 --- ---- --- --- --- --- SUB-TOTAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 0 0 0 0 FOREMAN JOURNEYMAN 24.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 1 0 0 0 APPRENTICE .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 0 0 0 0 ------- ------- ------- ------- ------- ------- ------- ------ -- --- ------- ---- ---- --- --- --- --- SUB-TOTAL 24.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 1 0 0 0 •TOTALS JOURNEYMAN 143.00 26.00 25.50 .00 .00 .00 .00 .00 .00 1.00 15.7 15.4 5 2 1 1 APPRENTICE .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 0 0 0 0 OTHER .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 0 0 0 0 ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ---- ---- --- --- --- --- GRAND TOTAL 143.00 26.00 25.50 .00 .00 .00 .00 .00 .00 1.00 15.7 15.4 5 2 1 1 Siquature, Title Date NA.T.IANAL.II.C..InEfiEFlP. A ASIAN C - CAUCASIAN R621CH I - AMER, INDIAN N - BLACK 0 - OTHER GARY MERLINO CONSTR, CO . INC. DATE - 1/16/96 S - HISPANIC CERTIFIED PAYROLL REGISTER PAGE - 18 4090r95-25 S. 71'H/NOSES LANE f PERIOD ENDING DATE - 1/13/96 CONTRACT # - . ,EMPLOYEE NAME AND ADDRESS. , . . . HOURS WORKED . . . . . SUMMARY OF EARNINGS , , . , . . , .TAXES AND DEDUCTIONS ON ALL JOBS, . . . SOCIAL SECURITY NUMBER THIS ALL FEDERAL LOCAL OTHER UNION AFFILIATION DAY HOURS TYPE RATE JOB JOBS STATE FICA ADJUST NET PAY ------------------------------ --- ----- ---- ------ --------- --------- --------- --------- --------- --------- BRENDA L. SMITH (HILL) WED 1,00 REG 21.590 12220 COUNTY LINE RD, E. PUYALLUP, WA 98372 S.S,# - 565-29-2211 REG HOURS 1,00 40,00 178.28 2.34 UNION AFFILIAT - TEA TEAMSTER 730-0230 PREM HOURS 3.50 71.91 600.00- NAT/I SEX/F GROSS PAY 21,59 334.65 517188- MONTE C, DECOTTLE, JR, MON 8,00 REG 19,990 4827 SO, 301ST DR, MON 3.00 PREM 29,985 AUBURN, WA 98001 TUE 8,00 REG 19,990 TUE 50 PREM 29,985 WED 6,00 REG 19.990 S,S,# - 535-62-4070 REG HOURS 22,00 38.00 96,44 66.56 UNION AFFILIAT - LAB LABORER 350-0820 PREM HOURS 3.50 3,50 66.14 NAT/N SEX/M GROSS PAY 544,73 544.73 315.59 LARRY LIBRI MON 8.00 REG 22,120 2911 34TH AVE S TUE 8.00 REG 22.120 SEATTLE WA 98144 WED 8.00 REG 22,120 THU 8.00 REG 22.120 THU .50 PREM 33,180 FRI 8,00 REG 22,120 B.S,# - 536-36-4225 REG HOURS 40,00 40.00 122,64 20.21 UNION AFFILIAT - HOP HOE OPERATOR 570-6870 PREM HOURS .50 150 68.96 NAT/C SEX/M GROSS PAY 901.39 901,39 689.58 HERB ALLEN MON .8.00 REG 35.171 3177 PLEASANT BEACH DR. N.E. TUE 8,00 REG 35,171 BAINBRIDGE ISLAND WA 98f10 WED 8.00 REG 35.171 ; - qa CCAUCASIAN R121CH • ! - AMER, m!a : - BLACK , - o a ae rowC m. m . «: PATE - mm! : - w:mz CERTIFIED +POL: Ase, PAGE - R z; - s S. 7THIMOSES mr PERIOD ENCINO DATE . »a CONTRACT J - �at7: NAMEAND ADDRESS- HOURSz7, . . . . SUMMARYzEARNINGS � . . . .TAXESarson+ ate zm , SOCIAL SECURITY NUMRER THIS ALL FEE« LOCAL ms UNION AFFILIATION m Ar TYPE q: z: JOBS STATE ea AVUST NET PAY as, - - 9e FEG me 24,00 me 222,97 w m» qi# - el Am, PARS 107.62 .< am RSA m B44m Am ozs sMtzm m se » 22.120 es e! m =s r2 y!e SOUTH mG, » 082S5 r ze « 22:120 INE a «, 33180 z: 6,00 « 21,760 598-68-7453 » HOURS 22,00 m z x 3 UNION cm - ORRrrasRm m.s rq e «z \ 20300 ±a w e »7 m 5B4.02 91k, .> CLARA «m, A =w » 14.830 224 Ad E m =s r« 22,245 PUCKLEY, # mz 7 tz A 14,330 . WED sz REG *A _: a PREM z A: =s, - w l+a FRG :a zw mz yz 40,9 m» AFFILIAT - c, r q m-G, PPEM me z< z»NATIC CROSS FAY a .» ± LAwRENCE m sew mm 11re9 A 2.9 7, m,z XIRKLANO, # ma 7 t» » 19.510 T « +, m:a r, 8,00 10,510 I< 1 CO RV 19.510 BTTm- rr,::.,L-rr,-'. A - A;iTAN - R,.2IC I - AMER.: INDIAN N BLACK 0 - OTHER DAFY i,16,roa INQ I:On!STR: PATE - ` �-.�T_ S - HISPANIC CEUIFIEP PAYROLL REGICTER PAGE - 20 J0B 5-2 5 S IH./Mii3ES LANE PERIOD ENDING E,(,TE - 1/13/46 CONTRACT i - EMPLOYFE AND ADDRESS, : HOURS WORKED : : SdimMAPY, OF EAR,NiNGS . . . , TFlitS AKE, DE000T'ONS ON ALL JC•3S . : =OCIAL CECURIPY NUMBER THIS ALL FEDERAL LOCAL O'THER UNION AFFILIATWIM DA,), HOURS ,TYPE Pr'.TE B _OBS STATE FICA. AD ST NET PAY REG HOURS 25,00 40:0G 34 118:46 1.41C,N AFFILIAT - LA? LABORER 350-CKZO PFc'+ HOURS 3.00 3:00 66:42 +SAT/_ 11EX/M GROSS PAY 575,54 5.54 276,82 TOTAL HOURS. , GROSS PAY : . : : . TOTAL TAYESi TOTAL THIS JOc THIS JOE ALL Jiro, DEOUCTIONS NET FAY 164:00 3,S' 4:V 4:S'S:54 2,35':17 2.214.42 LSLS ll ll LSW Off' U � ° I1V�l1VI1��G=dIS ` GARY MERLINO CONSTRUCTION CO. DATE -21 GENERAL CONTRACTING ATTENTION 9125 Tenth Avenue South,Seattle,WA 98108 RE' (206)762-9125 FAX(206)763-4178 WE ARE SENDING YOU KAttached L.I Under separate cover via the following items: ❑ Shop Drawings 11 Prints Plans Samples Cl Specifications ❑ Copy of Letter -.. Change Order Submittal other COPIES DATE NO. DESCRIPTION JMA " a ilec aw THESE ARE TRANSMITTED as checked below: J For approval Approved as submitted 111IML R" copies for approval xFor your use Approved as noted Submit copies for distribution As requested Returned for corrections ,. Retum� corrected prints For review and comment FORBIDS DUE 19 PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: t� C.A-9Y1P1 - Q If enclosures are not as noted,kindly notify us at once. U.S. DEPARTMENT OF LABOR - Fern. AM,.,Id WAGE AND HOUR DIVISION STATEMENT OF COMPLIANCE Budrel B,..ra„ No tt 111093 •Date 2 to 1. Cathy Reynolds Secretary/j;yceptionist do hereby slate: IN.m. al Si Enatory PariY) ( IU.) (1) Thal 1 pay or supervise the payment of the persons employed by Gary Merlino COnSt. Oo. s Inc. �/� on y 1'10� l C -�onl..etor o. .vb..on,,.rlorl {� the I ; that during the payroll period commemm�g on the ,� .=dav off . GG (Boiler g or Work) 19 ,1 and ending the�da-y of'��(l 19� y�� ? all persons employed do said project have been paid the full weekly wages earned• that no rebates have been of will be made either directly or indirectly to or on behalf of said from the full weekly wages earned by any person and that no deductions have (Contractor or rub<emrectorl been made either directly or indirectly from the fall wages earned by any person. other then permissible deductions as defined in Regulations. Part 3 (29 CFR Subtitle A), issued by the Secretary of Labor under the Copeland Act. as amended (48 Slat 948.63 Sul. 108. 72 Slat. 967; 76 SutL 357; 40 U S.0 776c), and described below: (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and co.,,lete; that the wage rates (or laborers or mechanics contained therein are not less then the applicable wage rates contained rt any wage determination incorporated into the contract; that the classifications set forth therein (or each laborer or mechant, con- form with the work he petformed - (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a Slate apprenticeship agency recognized by the Bureau of Apprenticeship and Training. United States Department of Labor•or if no such recognized agency exists in a Slate. are registered with the Bureau of Apprenitueshlp and Training. United Stales Department of Labor. (4) That: (a) WI' E FRINGE BENEFITS ARE PAID TO APPROVED PLANS. FUNDS. OR PROGRAMS In addition to the basic hourly wage rates paid Io'each laborer or mechanic listed in the above referenced pill'• roll, payments of fringe benefits as listed in the contract have been or will he made to appropriate programs for the benefit of such employees, except as noted in Section 4(el below (b) WHERE FRINGE BENEFITS ARE PAID IN CASH - Each Laborer or mechantc listed in the above referenced payroll has been paid as indicated on the payroll. an amount not less than the sum of the applicable basin hourly wage rate plus the amount of the required fence benefits as listed in the contract• except as noted In section 4(c) below. (c) EXCEPTIONS EXCEPTION ICRAFTI EXPLANATION I.A. AND TITLE a1GNATURa r' / Cathy Reynolds/Secretary—Receptionist THE WILFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS "AV SUBJECT THE COHTIIIACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION SEE SECTION 1001 OF TITLE IS AND SECTION 231 OF TITLE SI OF THE UNITED STATES CODE Feral WH•34E 11/061 PURCHASE THIS Pon. DIRECTLY FROM THE SUPT. OF DOCUMENTS CARY NERLINO CONSTRUCTION CO. , INC. EMPLOYEE UTILIZATION REPORT JOB CODE 95-25 PACE 10 9125 LOTH AVE S. ONE WEEK ENDING - 1/06/96 S. 7TH/MOSES LANE SEATTLE, NA 98108 91-1296882 CONTRACT r - • CONSTRUCTION --TOTAL HOURS-- -----BLACK----- ----HISPANIC--- -----ASIAN----- -----IN➢IAN---- -PERCNT- -tEMPL- -#MINR- TRADE M F M F M F M F M F MIN FEN M F M F LABORER JOURNEYMAN 8.00 6.50 8.00 .00 .00 .00 .00 .00 .00 .00 55.2 44.8 1 1 1 0 APPRENTICE .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 0 0 0 0 ------- ' -- ------- ------- ------- ------- ------- ------- ------- ------- ---- ---- --- --- --- --- SUB-TOTAL 8.00 6.50 8.00 .00 .00 .00 .00 .00 .00 .00 55.2 44.8 1 1 1 0 OPERATOR JOURNEYMAN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 0 0 0 0 APPRENTICE .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 0 0 0 0 ------- ------- ------- ------- ------- ------ ------ ------- ------- --'---- ---- ---- --- --- --- --- SUB-TOTAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 0 0 0 0 TEAMSTER JOURNEYMAN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 0 0 0 0 APPRENTICE .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 0 0 0 0 SUBTOTAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 0 0 0 0 � i CARPENTER JOURNEYMAN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 0 0 0 0 APPRENTICE .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 0 0 0 0 ------- ------- ------- ------- ....... ....... ------- ------- ------- ------- ---- ---- --- --- SUB-TOTAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 0 0 0 0 CEMENT JOURNEYMAN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 0 0 0 0 MASON APPRENTICE .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 0 0 0 0 ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ---- ---- --- --- --- --- SUB-TOTAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 0 0 0 0 FOREMAN JOURNEYMAN 10.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 1 0 0 0 APPRENTICE .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 0 0 0 0 ------- ------- ----- ------- ------- ------- ------- ------ ------- ------- ---- ---- --- --- --- --- SUB-TOTAL 10.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 1 0 0 0 'TOTALS JOURNEYMAN 18.00 6.50 8.00 .00 .00 .00 .00 .00 .00 .00 32.7 26.5 2 1 1 0 APPRENTICE .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 0 0 0 0 OTHER .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 0 0 0 0 ------- ------- ------- ------- ------ ------ ------- ------- ------- ------- ---- ---- --- --- --- --- GRAND TOTAL 18.00 6.50 8.00 .00 .00 .00 .00 .00 .00 .00 32.7 26.5 2 1 1 0 ----------------------------- --------- Signature, Title Date NA.TZt!NA�.S TY..In�.GE.NA. A - ASIAN C - CAUCASIAN R621CH I - AMER, INDIAN N 7BLACK 0 OTHER GARY MERLINO CONSTR, CO. . INC. BATE - 1/09/96 S - HISPANIC CERTIFIED PAYROLL REGISTER PAGE - 24 JOB - 95-25 S. 7TH/MOSES LANE PERIOD ENDING BATE - 1106196 CONTRACT # - . .EMPLOYEE NAME AND ADDRESS: , HOURS WORKED . : . . : . . . . SUMMARY OF EARNINGS , . : .TAXES AND DEDUCTIONS ON ALL JOBS. . . . SOCIAL SECURITY NUMBER THIS ALL FEDERAL LOCAL OTHER UNION AFFILIATION BAY HOURS TYPE RATE JOB JOBS STATE FICA. ADJUST NET PAY MONTE C. OLCOTTLE, JR, FRI 8.00 REG 19:990 4927 SO: 301ST OR, AUBURN. WA 98001 S.S.# - 535-62-4070 REG HOURS 8.00 32:00 67.21 32.92 UNION AFFILIAT - LAB LABORER 350-0320 PREM HOURS 1.00 51.23 NAT/N SEX/M GROSS PAY 159,92 669 67 49131 HERB ALLEN THU 2.00 REG 35,171 3177 PLEASANT BEACH BR. N.E, FRI 8,00 REG 35.171 BAINBRIDGE ISLAND WA 98110 S:S.# - 531-40-6892 REG HOURS 10.00 40,00 222,97 76 UNION AFFILIAT - FOR FOREMAN PREM HOURS 107:62 NAT/C SEX:/M GROSS PAY 351:71 1 ,125.48 794,13 CLARA HARMON FRI 6.50 REG 14.830 2020 K STREET NE. #8 AUBURN, WA 980002 S.S,# - 240-66-8579 REG HOURS 6.50 6,50 609 10.43 UNION AFFILIAT - FLA FLAGGER 260-0010 PREM HOURS 7:33 NAT/C SEX/F GROSS PAY 96.40 96.40 71,70 TOTAL HOURS. . . . . . . : GROSS PAY . . . „ TOTAL TAXES/ TOTAL THIS JOB THIS JOB ALL JOBS DEDUCTIONS NET PAY -------- ---------- ---------- ------------ ---------- 24.50 608.03 1091.55 527,41 1 .364.14 .. CITY OF RENTON ..0 Planning/Building/Public Works Department Earl Clymer, Mayor Gregg Zimmerman P.E.,Administrator December 21, 1995 Brian Kittleson, Project Manager Gary Merlin Construction Co. 9125 - 10th Avenue South Seattle,WA 98108 SUBJECT: NOTICE TO PROCEED CAG-95-108 SOUTH 7TH STREETIMOSES LANE STORM SYSTEM PROJECT Dear Mr. Kittleson: You are hereby notified to commence work on January 2, 1996, in accordance with the contract dated December 14, 1995, According to the contract specification, you are to commence work within 5 calender days and complete all work authorized under this contract (CAG-95-108) within 15 WORKING DAYS after work is started. Please sign and return one copy of this Notice to Proceed acknowledgment to Mike Dotson, Project Manager. If you have any questions regarding this subject,please contact Mike at(206) 277-6192. Sincerely,, Ronald J. StiAca, P.E., Engineering Supervisor Surface Water Utility Receipt of this NOTICE TO PROCEED is hereby acknowledged this day of December, 1995. CONTRACTOR: By: Title: H:DOCS:95-1048:MDDARps CC: Ron Olsen Mazy BuW 200 Mill Avenue South - Renton, Washington 98055 ;; ,} CITY OF RENTON '� Planning/Building/Public Works Department Earl Clymer,Mayor Gregg Zimmerman P.E.,Administrator December 19, 1995 Brian Kittelson / Chip Graeber Gary Merlino Construction Company, Inc. 9125 - 1 Oth Avenue South Seattle, WA 98108 SUBJECT: SOUTH 7TH STREET/MOSES LANE STORM SYSTEM REPAIR PROJECT CAG-95-108 Dear Mr. Kittelson: Please find enclosed, one (11 original executed contract document and one (1) copy for the above referenced project. As discussed in the preconstruction conference and by phone with Mr. Graeber on Monday December 18, 1995, please submit the following information as required in the contract document: 1 ) Traffic Control Plan on form provided by Bryson Huie at the pre-con. 2) Material suppliers and any proposed subcontractors. 3) Proposed trench safety system documentation showing that the system meets the requirements of WISHA Chapter 49.17 RCW. The City is not commenting on the adequacy of the trench safety system rather, we are reviewing the documentation which shows that the contractor is assuming the liability to use a trench safety system. 4) Proposed schedule of work. Please send the requested items as soon as possible. If you have any questions, please contact Mike Dotson at (206) 277-6192. Sincerely, Ron Straka, P.E., Engineering Supervisor Surface Water Utility H:DO CS:95-1049:M D D:ps Attachments CC: Mike Dotson 200 Mill Avenue South - Renton,Washington 98055 " ,} CITY OF RENTON MAL Planning/Building/Public Works Department Earl Clymer,Mayor Gregg Zimmerman P.E.,Administrator SURFACE WATER UTILITY CONSTRUCTION NOTICE South 7th Street / Moses Lane Storm System Replacement Project December 1, 1995 Dear Resident/Property Owner: The City of Renton Surface Water Utility will be replacing the existing stormwater pipe and manhole on the north side of South 7th Street at the intersection of Moses Lane. The project is being done to replace existing pipes that have corroded and are failing. The failed storm system has caused the pavement around the storm manhole to settle Approximately 40 feet of new 24-inch diameter pipe and a manhole will be installed. The project is being funded by the City of Renton Surface Water Utility. Construction is expected to BEGIN on January 2nd, or shortly thereafter, and is scheduled to be completed by the end of January 1996. Construction will occur on the north side South 7th Street approximately 200 feet east of the intersection of South 7th Street and Shattuck Ave South. The north most lane of South 7th Street at that location and access to Moses Lane from South 7th Street will be temporarily closed to traffic. The contractor, Gary Merlino Construction Company, will notify you at least 24 hours in advance of construction adjacent to your property. Driveways may be temporarily blocked during working hours, but access will be restored by the end of each working day. If construction will conflict with utility service you will be notified and the temporary interruption will be rectified as soon as possible. Please notify the Surface Water Utility if you lose utility service during construction without being given prior notice. The Surface Water Utility and the contractor will work at keeping you informed of new developments and appreciate your cooperation in this matter. If you have any questions or concerns, please call the City of Renton Surface Water Utility, Mike Dotson 277-6192. Thank you. cc Brian KiWeson,Gary Merlin Construction nNOTIRDOC/bh 200 Mill Avenue South - Renton,Washington 98055 0 This paper contains 50%recycled material,25%post correumer t '� QpQG3�f�iJC�n1[��LAME cn W STORMCLO NE IW uj 4" GAS LINE L CONSTRUCTION AREA SEE DETAIL BELOW WATER LINE TELEPHONE BOX MANHOLE AND CATCHBASIN EXISTING CATCHBAS STA. 3+40, 15' AND 20' LEFT fMANHOLE STA. 2+59, 70.5' LEFTUS WEST LINE 0+76.6 20' RT TO BE REPLACEDf" —I 21" CLAY STORM LINE . . . . . . . . . .15.. '�i 1 %1• PP.O eo• s.o• z 24' CMP STORM LINE ..._..._... ...-... -... .._Y.L.. _ _ -TF �/v;ST 106" CONCMETROLINE +� 2+00 -�-- -.._.:_. ._ _.. . WATER LINE __. . 4" GAS LINE S7 ! H 07T L _ __ _ .._. .. _ _ o . . . : . . . . . . . . . . . . . . . . . . . . . P.P. U.S.WEST LINE SA CATCH BASIN AT STA. 9+40, 20' RT -------------- AUTO P.P'. PIDSOUTI.TXT , 98045","","1 THRU 8 COURT ADD 179060001007,"1790600010",-STRINGFELLOW.EWING","PO BOX 393","NORTH BEND WA 98045","","1 THRU 8 COURT ADD 182305904407,"1823059044","FAKHARZADEH M HADI","1122 6 AUBURN AVE S","SEATTLE WA 98178","","182305 192305900206,"1 92 305 9002","BANKER JAMES E+BEVERLY E","405 S 7TH ST #201",-RENTON WA 98055","","192305 192305900305,"1 92 305 9003","STATE OF WASHINGTON","DIST 1 DEPT TRANS R/E MS 118","15325 SE 30TH PL","BELLEVUE WA 192305902400,"1923059024","CASTAGNO BROS REV TRST","180 FRONT ST S","ISSAQUAH WA 98027","","192305 T S","ISSAQUAH WA 98027","","192305 192305903408,"1923059034","BANKER JAMES E+BEVERLY E","405 S 7TH ST #201","RENTON WA 98055","","192305 192305903804,"1923059038",-0'FARRELL ROBERTA D","7626 111TH PL SE","RENTON WA 98056" "" "192305 3 118","15325 SE 30TH PL","BELLEVUE WA 1923 118","15325 SE 30TH PL","BELLEVUE WA 96390004004,"2963900040","LAURENT ANN M","628 MORRIS AVE S","RENTON WA 98055","","8 1 GUNNS 296390004509,"2963900045","GONEDRIDGE ROSS J","2311 CAPITL WAY S","OLYMPIA WA 98501","","9 1 G 296390005001,"2963900050",-WALLACE WILLIAM C+HELEN K","642 MORRIS AVE S","RENTON WA 98055",","10' 296390005506,"2963900055","NELSON DANIEL K+MARIA D","633 WITHERS AVENUE SOUTH","RENTON WA 98055","", 296390006504,"2963900065",-HOLMAN DANIEL P JR","627 S WITHERS ST","RENTON WA 98055","","13 1 G 296390010506,"2963900105","LUGON GENERAL PARTNERSHIP","21202 SE 29TH ST","ISSAQUAH WA 98027","","12 09,"29639001 1 0","FAKHARZADEH M,H A 98178","","13 296 39001 1 504,"2 9639001 1 5","MADISON GARY P","631 MORRIS AVE S","RENTON WA 98055","","14 2 GUNN 784130052003,"7841300520",-HUTCHINSON LOLA E","632 SHATTUCK AVE S","RENTON WA 98055","","9 6 784130052508,"7 841 3005 2 5",-DONNELLY MICHAEL T DDS PS","636 SHATTUCK AVE S","RENTON WA 98055","","10-11 784130054009,"7 841 3005 40","MILLER ROGER K+DARLENE K","617 MOSES LANE","RENTON WA 98055","","A SMITHER 7 $N i300S45- 07CAL e, s be� e. PC.^nr1 CRhG✓rl/,4.— Zc( 04. Vale U/g gY039 Page 1 CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: December 22, 1995 TO: Bryson Huie FROM: Mike Dotson / SUBJECT: Traffic Control Plan for South 7th Street Storm System Repair Project CAG95-108 Please review the attached traffic control plan for the above reference project. Construction is planned to begin January 2. If you have any questions please call met at X-6192. Thank you. 5S44- Bryson.doc/MD _ ®I z LAME cc N 12" CONC. STORM LINE LU L LU 4" GAS LINE O .I CONSTRUCTION AREA 8" C.I. SEE DETAIL BELOW WATER LINE i i ` TELEPHONE BOX MANHOLE AND CATCHBASIN EXISTING CATCHBASIN STA. 3+40, 15 3 MANH ' AND 20' LEFT STA. 2+39, 10.5' LEFT US WEST LINE OLE TO BE REPLACED 0+76.6 20' RT i ,v f- -- , --'---- --X4 21" CLAY STORM LINE PA 0 zo• so, zsz" 24 CMP STORM LINE i 106" CONC METRO LINE ST E+00 Y — ' —�"1'A}9+�— — STA�4.00 ___ ___._._ _ _ _ ___._.,_.; IS" WATER LINE 19' _.._.._____ _.._.._.._.._ _ _ _ _._._ _ _ _._.._._.._. _.._._ _..___.._.._____.___._ _ _ _ _ _ _ 2� S 7TH ST _ 30 4„ GAS LINE P.P. U.S.WEST LINE fI% I� (e� CATCH BASIN AT STA. 3+40, 20' RT -'-----'- AUTO P.P. WW. EC98 V�n O 1 1 November 20, 1995 Renton City Council Minutes Page 437 APPRAISAL, AND TRANSFER OF PROPERTY USUALLY PAID BY THE PETITIONER TO BE WAIVED; 2) STAFF BE DIRECTED TO PERFORM A MARKET ANALYSIS APPRAISAL VALUATION OF PROPERTY IN THE AUTOMALL TO ESTABLISH A REASONABLE ESTIMATE OF THE VALUE OF THE RIGHT-OF-WAY BEING VACATED IN LIEU OF HIRING AN APPRAISAL CONSULTANT FOR THIS PURPOSE; 3) A PORTION OF THE TRAFFIC MITIGATION FEES COLLECTED FROM THE DEVELOPMENT PROJECT ASSOCIATED WITH THIS VACATION PROCEEDING BE APPLIED TO CONSTRUCTION OF AN ACCESS ALLEY LINKING SW 12TH ST. TO THE ALLEY WESTERLY OF THE PORTION PROPOSED FOR VACATION, AND LEASE PAYMENTS TO THE PETITIONER FOR THE USE OF PETITIONER'S PROPERTY FOR THIS ALTERNATE ACCESS EASEMENT FOR A PERIOD UP TO TEN YEARS AS LONG.AS THE ACCESS LINK IS NEEDED; AND 4) THE REFERENCED ACCESS ALLEY BE CONSTRUCTED PRIOR TO TRANSFER OF THE VACATED ALLEY PROPERTY; THIS ACCESS BE REQUIRED TO MEET MINIMUM STANDARDS FOR PASSAGE OF FIRE PROTECTION VEHICLES. MOTION CARRIED. AUDIENCE COMMENT Chuck Russell, PO Box 59433, Renton, 98058, hoped and trusted that male Citizen Comment: Russell dancing would not be allowed at Castle Rock as has been requested. Mr. - Castle Rock Restaurant Russell said he appreciated that the City is working to resolve problems & Lounge associated with this business, however slowly. Citizen Comment: Staley - Caren Staley, PO Box 3407, Federal Way, WA 98003, emphasized that Sound Vacation: SW 12th Mazda is acquiring the vacated alley property, as well as State-owned right- St/Grady Way SW Alley, of-way in this area, for free. At the same time, the City will have to pay Snyder (Sound Ford), Sound Mazda for the use of the new access to the alley. VAC-95-003 CONSENT AGENDA Items on the consent agenda are adopted by one motion which follows the listing. Budget: 1995 Year-end Finance & Information Services Division submitted proposed 1995 year-end Adjustments budget adjustments in the amount of $1,497,149. Refer to Finance Committee. Annexation: Holman, Planning & Technical Services Division requested a public hearing be set for 136th Ave SE/SE 2nd PI 12/04/95 on the Holman Annexation zoning to R-8 (Single Family, eight dwelling units per acre); the annexation area is comprised of approximately 0.8 acres located in the Heather Downs neighborhood along 136th Ave. SE east of SE 2nd Pl. Council concur. C"Mertinoengineer's oses Surface Water Utility Division reported accepting informal bids on 11/14/95 Lfor the S. 7th St./Moses Lane Storm System Repair Project; six informal bids; Ro engineer's estimate $21,647.57; and recommended that the contract be awarded Cto Gary Merlino Construction Co., Inc., in the total amount of $20,949.68. Council concur. MOVED BY SCHLITZER, SECONDED BY NELSON, APPROVE THE CONSENT AGENDA AS PRESENTED. CARRIED. rr November 20 1995 Renton City Council Minutes Pape 438 CORRESPONDENCE Correspondence was read from Henry B. Lozada, 1850 Grant Ave. S. Apt. D- Citizen Comment: Lozada 3, Renton, 98055, asking for reconsideration of his business license application - Conditional Use Permit that was denied because, according to City Code, he must obtain a conditional Exemption Request (Home use permit to operate his business since it is located in a multi-family zone. Occupation) MOVED BY EDWARDS, SECONDED BY CORMAN, COUNCIL REFER THIS CORRESPONDENCE TO THE PLANNING & DEVELOPMENT COMMITTEE. CARRIED. Citizen Comment: Correspondence was read from Douglas Struthers, 2819 W. Eaton St., Seattle, Struthers - Medical Utility 98199, to the water commissioners for the City of Bellevue requesting that Rates Request they adopt reduced utility rates for water used for medical purposes, such as for dialysis treatments. Mr. Struthers noted that many other water districts, having recognized the great expense to dialysis patients for water and corresponding waste water treatment, have approved reduced medical rates. MOVED BY KEOLKER-WHEELER, SECONDED BY CORMAN, COUNCIL REFER THIS CORRESPONDENCE TO THE UTILITIES COMMITTEE. CARRIED. OLD BUSINESS Responding to Councilman Stredicke, Planning/Building/Public Works Building: The Orchards, Administrator Gregg Zimmerman said in response to a citizen complaint, staff Duvall Ave NE (FP-95- has confirmed that unapproved grading was occurring on the site of the 005), Alleged Code Orchards project, along with other unapproved activities. The City has Violations directed that these cease immediately. Noting that one of the unauthorized activities involved the mixing of topsoil, Council President Schlitzer emphasized that the developer.should be cited for this violation in particular. Public Works: Mt Olivet Councilman Stredicke asked for an update on the Mt. Olivet landfill site. Mr. Landfill/Leachate Facility Zimmerman reported that on November IIth, the owner of this property alerted the City of a leak at the landfill's Leachate facility. The City's Hazardous Waste Team responded by digging a trench to allow the leachate to run into the sewer. Mr. Zimmerman added that although the City has long intended to perform remedial maintenance at this facility to ensure it is functioning properly, it has not yet obtained written authorization from the facility's owner. Community Services Community Services Committee Chair Nelson presented a report Committee recommending concurrence in the recommendation of the Library Board and Library: Cooperative Use the Community Services Department that the Renton Public Library enter into Agreement, King County, a Library Cooperative Use Agreement with King County Rural Library CAG-95- District. The agreement will provide reciprocal library use privileges to the residents of both jurisdictions beginning January 1, 1996. The Committee further recommended that the resolution regarding this matter be presented for reading and adoption. MOVED BY NELSON, SECONDED BY TANNER, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. (See later this page for resolution.) Parks: Municipal Building Community Services Committee Chair Nelson presented a report Renovation Phase II recommending that the Administration be authorized to enter into negotiations Design Work, Baylis Brand with Baylis Brand Wagner Architects, AIA, for design work required for Wagner Phase II of the Municipal Building Renovation project. The Committee further recommended that the Mayor and City Clerk be authorized to execute the negotiated agreement. MOVED BY NELSON, SECONDED BY TANNER, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. CITY OF RENTON COUNCIL AGENDA BILL AI#: Submitting Data: Planning/Building/Public Works For Agenda of: DepuDiv/Board.. Surface Water Utility November 20, 1995 Staff contact...... Ron Olsen, Ron Straka Agenda Status: Mike Dotson(x-6192) Consent.............. X Subject: Public Hearing...... Bid opening on 11-14-95 for the South 7th Street/ Moses Lane Correspondence..... Storm System Repair Project Ordinance........... Resolution........... Old Business........ Exhibits: New Business....... Study Sessions...... Bid Tabulation Sheet(6 bids) Information......... Other................ Recommended Action: Approvals: Council Concur Legal Dept.......... Finance Dept....... Other................ Fiscal Impact: Expenditure Required..... $20,949.68 Transfer/Amendment....... Amount Budgeted......... $23 f 766 (Af0:421.0006M.ma.5W.e038.65.0150) Revenue Generated......... Summary of Action: A portion of the roadway surface located at South 7th Street and Moses Lane has settled due to the structural failure (collapse) of a 24-inch diameter storm pipe and type 2 catch basin in the street. A remote video camera was used to visually inspect the storm system, which showed a badly corroded pipe segment and failed type 2 catch basin. The pavement settling from the failed storm system is due to migration of soil from around the storm pipe into the storm system, which is then being carried downstream by storm water flows through the pipe. The City Maintenance Division has placed a temporary steel plate over the area to prevent vehicle damage. A small repair project was designed by the Surface Water Utility Engineering Section to fix the failed storm system, and an informal bid process was conducted. City Policy and Procedure #250-2 allows for the solicitation of bids for projects that are less than $35,000, without having to publish an advertisement for bids. A total of six bidders were given the opportunity to bid on the project. Six bids were received and opened on 11/14/95. The Engineers Estimate for the project was $21,647.57. The funds for the project will be taken from the SW 7th Street capacity analysis project account; Account # 421.000600.018.5960.0038.65.65150 (WO# 65150). This account has a 1495 carry forward balance of $236,766.00. Staff Recommendations: In accordance with Council procedure, informal bids submitted at the subject bid opening met the following criteria: more than one bid was received; the low bid was within the amount budgeted for the project; and there were no irregularities. Therefore, staff recommends acceptance of the low bid in the amount of $20,949.68, and the award of the construction contract to Gary Merlino Construction Company. H:Docs:95-m5:1usP: 14-5%�� Project Title:S 7th St/Moses Lane Storm System Repair Project City of Renton Gary Merlino Kohl Excavations BID DATE: Nov 14, 1995 Engineers Estimate Construction Cc. Inc. Item Description Unit Est. Unit Bid Unit. Bid Unit Bid No. Quantity Price Amount Price Amount " Price Amount 001 Mobilization Lump Sum 1 2500.00 2,500.00 S2,360.00 $2,350.00 $1,000.00 $1,000.00 002 Construction Surveying, Staking,As-Builts Lump Sum 1 1000.00 1,000.00 $650.00 $650.00 $1,200.00 $1,200.00 003 Traffic Control Lump Sum 1 2000.00 2,000.00 $1,500.00 $1,500.00 $1,800.00 $1,800.00 004 Trench Excavation Safety Systems Square Foot 1 1500.00 1,500.00 $500.00 $500.03 $1,500.00 $1,500.00 005 12' Dia RCP Storm Drain Pipe Linear Foot 20 35.00 700.00 S65.00 51,300.00 $40.00 $800.00 006 24' DIA CMP Storm Drain Pipe Linear Foot 40 50.00 2,000.00 $67.03 $2,680.00 $60.00 $2,400.00 007 Foundation Material(Quarry Spells) Tons 40 40.00 1,600.00 ':$20.D0 $800.00 $50.00 $2.000.00 008 Import Backfill Tons 211 12.00 2,632.00 $12.co $2,532:00 $30.00 $6.330.00 dog 54'Type 2 Catch Basin Each 1 2100.00 2,100.00 S2,000.00 $2,000.00 $2.500.00 $2,500,00 010 Furnish and Install Control Density Fill for Trench Cubic Yard 1 2000.00 2,000.00 $1 5C0.00 $1,503 00 $1,500.00 $1,500.00 011 ACP Overlay and Trench Repair Material Tons 15 65.00 975.00 $150:.00 $2,250.00 $125.00 $1,875.00 012 Curb and Gutter Linear Foot 40 15.00 600.00 $20.00 $800.00 $20.00 $800.00 013 Erosion Control Lump Sum 1 250.00 250.00 $250.00 $250.00' $450.00 $450.00 014 Restoration(Complete Project) Lump Sum 1 250.00 250.00 $250.00 $250.00 $320.00 $320.00 Subtotal 20,007.00 $19,362.00 $24,475.00- Tax 1,640.57 $1,587.68 $2,006.95 Total 21,647.57 $20 949.68 S26,481.95 Project Title:S 7th SUMoses Lane Storm System Repair Project Sound Utilities Inc. West Coast Robison Construction Inc. BID DATE: Nov 14, 1995 Construction Co., Inc. Item Description Unit Est. Unit Bid Unit Bid Unit Bid No. Quantity Price Amount Price Amount Price Amount 001 Mobilization Lump Sum 1 $1,500.00 $1,500.00 $2,000.00 $2,000.00 $3,500.00 $3,500.00 002 Construction Surveying,Staking,As-Builts Lump Sum 1 $1,800.00 $1,800.00 $2,000.00 $2,000.00 $100.00 $100.00 003 Traffic Control Lump Sum 1 $2,000.00 $2,000.00 $2,500.00 $2,500.00 $1,500.00 $1,500.00 004 Trench Excavation Safety Systems Square Foot 1 $1,000.00 $1,000.00 $1,000.00 $1,000.00 $600.00 $500.00 005 12'Dia RCP Storm Drain Pipe Linear Foot 20 $25.00 $500.00 $65.00 $1,300.00 $40.00 $800.00 006 24'DIA CMP Storm Drain Pipe Linear Foot 40 $101.00 $4,040.00 $75.00 $3,000.00 $50.00 $2,000.00 007 Foundation Material(Quarry Spells) Tons 40 $20.00 $800.00 $40.00 $1,600.00 $25.00 $1,000.00 008 Import Backfill Tons 211 $17.50 $3,692.50 $15.00 $3,165.00 $15.00 $3,165.00 009 54'Type 2 Catch Basin Each 1 $2,800.00 $2.800.00 $3,500.00 $3,500.00 $5,000.00 $5.000.00 010 Furnish and Install Control Density Fill for Trench Cubic Yard 1 $3,800.00 $3,800.00 $11000.00 $1,000.00 $3,500.00 $3,500.00 011 ACP Overlay and Trench Repair Material Tons 15 $130.00 $1,950.00 $150.00 $2,250.00 $100.00 $1,500.00 012 Curb and Gutter Linear Foot 40 $18.00 $720.00 $15.00 $600.00 $10.00 $400.00 013 Erosion Control Lump Sum 1 $250.00 $250.00 $100.00 $100.00 $500.00 $500.00 014 Restoration(Complete Project) Lump Sum 1 $750.00 $750.00 $500.00 $500.00 $4,500.00 $4,500.00 $25,602.50 $24,515.00 $27,965.00 $2,099.41 $2,010.23 $2,293,13 $27,701.91 $26,525.23 $30,258.13 Project Title:S 7th St/Moses Lane Storm System Repair Project R.W. Scott BID DATE: Nov 14, 1995 Construction Co. Item Description Unit Est. Unit Bid No. Quantity Price Amount 001 Mobilization Lump Sum 1 $6,500.00 $6,500.00 002 Construction Surveying,Staking,As-Sullls Lump Sum 1 $1,000.00 $1,000.00 003 Traffic Control Lump Sum 1 $3,858.00 $3,858.00 004 Trench Excavation Safety Systems Square Foot 1 $1,600.00 $1,600.00 005 12'Dia RCP Storm Drain Pipe Linear Foot 20 $93.00 $1.860.00 O06 24' DIA CMP Storm Drain Pipe Linear Foot 40 $103.00 $4,120.00 007 Foundation Material(Quarry Spells) Tons 40 $25.50 $1.020.00 008 Import Backfill Tons 211 $16.00 $3,376,00 009 54'Type 2 Catch Basin Each 1 $3,050.00 $3,050.00 O10 Fumish and Install Control Density Fill for Trench Cubic Yard 1 $1,475.00 $1,475.00 011 ACID Overlay and Trench Repair Material Tons 15 $120.00 $1,800.00 012 Curb and Gutter Linear Foot 40 $20,00 $800.00 013 Erosion Control Lump Sum 1 $1,265,00 $1,265.00 014 Restoration(Complete Project) Lump Sum 1 $1,000.00 $1,000.00 $32,724.00 $2,683.37 $35,407.37 UTILITY NOTE, �iI�TfI���I� F�1 �!1!1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYNJC THE Iyly/M(``" ITT y/OI=y`" 1=1 1r LOCATION, DIMENSION, AND DEPTH OF ALL EXIS71NO UTILIVES VV UU 1UJU uu UVUu U Y uu U 11 J. WIHMN ME PROJECT, NfiETHER SHOM DN THESE PUNS OR NOT, BY PANDVERIICI-EG LOCATION PRIOR TO COONSTRUCTIOIY. THIS THE UTILITIES AND SURWMO ME �AL CITY OF RENTON SHALL INCLUDE CALLING UTILITY LOCATE 0 T-50D-424-5555 BENCH HARK N09 Q ELEVATION 24A0 /pI Iyn 7�IL}�}�IAyM o PRIOR TO STARTINGHE EPANS ARE ABED UP Of E UTILITIES FOR LOCATION SEE vuu vuU LL LI UVI! Y� A5 LICIT ON THESE PLANS ARE BASED UPON THE UNVERIFIED CDNSiUCi]OH I '^ 2 PUBLIC TS SHOULD AND ARE SO 70 VARIATION. S FOR ATIDN Vd J \ CONFLICTS ROXC7 OCCUR, THERESOL CONTRACTOR SHALL CONSULT Y 12' CONC. I r n H H HE PRO ECT ENGINEER O RES k£ALL PROS EM5 U LV STORM LINE ( N 1 I ... . TO PROCEEDING NTH CONSTRUCTION. I � W J 4' GAS LINE 0 CONSTRUCTION AREA 8" C.I. C SEE DETAIL BELOW Q CALL BEFORE YOU DIO WATER LINE 48 HOUR LOCATOR 1-800.424-5555 !T IS I TELEPHONE EXISTING CATCHBASIN ANHOLE AND CATCHBASIN �® STA. 2489, 10.6' LEFT I US WEST LINE STA. 85, JA AND BD' LEFT METRO MANHOLE AT STA. 4.45, T LEFT sw. H F� r smLVALX EXISTING MANHOLE TO BE REPLACED ) AT STA. 0a78.8 20' RT - EXI9TING CATCH BASIN STA &5 II' I•TJ' 21' CLAY STORM LINE W_Ir RP . . . . . . . . . . . 4- " AP. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PSC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . w• m 5a TERM LINE 87Al0"OT — _ �_ _ _ — — — 106' CONC METRO LINE A rTSA IFW I _—BTn�E.� - i — - —4�ef,C IIEM — 8" WATER LINE TYPE 77 - 64' 4' GAS LINE S 7TH S T STA. 0.00 S 7TH S T > Ra i -. . . .----. --------------------------- ---- ------. .-----.o--------. -------. ---------------. .---..... ---------------------------. Ir CONC. STORM LINE U.S.WEST LINE CATCH BASIN AT STA. &40, 40' RT METRO Bu's 21 STORM � - AUTO I�OO PARK ca M 24' STORM 9.11 Pd--52' �n19G3CC�C{��n7C� [�G�3MC�a0G�C4� 8' WATER I REMOVE EXISTING CATCH BASIN AND ..._..._... REPLACE WITH NEW 54' TYPE H WITH SOLID I Z( EXISTING CATCH BASIN LOCKING LID, REPLACE FAILED SECTIONS 2 4' GAS OF 24' CMP 1120 FT ON BOTH BIDES OF EXISTING STORM CATCH BASIN TO BE REPLACED STA. 2.89, 20.5'LT STA 6.66, 11' LEFT DETAL SCALE 1 • CATCH BASIN), RECONNECT EXISTING 12' CONC G.E.1284—REATCH EXISTING) G.&.2Y0.4 STORM LINE, MATCH EXISTING INVERTS, LE4241k16.91' (EAST) LK(24W7.64 (WEST) SLOPES, AND GRADES. IEA2'HMATCH EXISTING (NORTH) IE4241-18.91' (WEST) STA 0,00 STA 0,E0 MA 1.00 STA I./0 STA UN STA B.50 STA 5.00 STA 1450 STA 440 8fA 4W STA d 00 STA&N LISTING;CATCH_ RSI :: :: TERUNZ PRQMB:: TYPE H .64 TA. 5.H04:lo LEI��'.....: .: __ _ ------ --------- - E.SE Y7 .. '_. _4 GAS LINE _— — — ——— _�.—_--_—_ 22 E.l24 A16a97 1Ee1S'ITJ .: — -- -- -- —._---_-----�-- _- ---- — - :: �,—..� ` ... .: CI WATER WNe .Y32' INVERT ELEVATION.. I7.64' r CONIC. TAP LEFT AND RIGHT I I COUPLING BANDS COUPLING SANDS --- --,.— ---------,. —_-------_.._---.}-. J I--.• 20 ._.,.. -- y �w zo — -- — — 18 .. 8XISTING 24- CMP so _--__ _ -- -- EXISTING 24" CMP S 0.23% 0 o v— .. - --- - (� is, .. .... .. .. ... .. .. .. .... .. .. .. .: .. ... .. .. .. .. .. .. .. .. �... INVERT ELEYATrON a 1¢;87, — ... ..... '....... FAB.ED'BEE -. '.. s oa' 12T.BOTTOM cATCRacsIN ROFILE 8CALET: m� CITY OF RENTON YQID:IH ApTTpSi:OP T9E.. .: ■2o, .. ..r_ ..... STA . CIATCHNARM ZIP, p AfETRO,108 DtRt1�201ET ' YEpTICLE PLANNING UII.DING AND PUBLIC 110AK5 ...... ....... ., . ) STO SYSTEM TRUNK zrNE .: A R APPROXIMATE: ' to ' :TOP OF"PIPE:"... nA1�At- .. ... .. .. .. .. ... ... 'Fr:F YATION.10.0@' �c�rcn\vue ... ._. .._.. .: ... ... .. ... 1 t N[fD U91:F81 IIXE Yl0 10/IY/BS EE4CNFD: NIE IY/11/95 lE NWE N ✓ 1 REYW6 r4A 136 1W 10/la/85 ]1161. T 1^,1 gfEtl¢➢:R.9 56ue f�ID' :: :: ... .: :: :: :: :: �M . .. ... .. : ... xn mcox n rvrm. ¢lTE umovm. ...�R acn: I ora I CITY OF RENTON BID TABULATION SHEET PROTECT: South 7th / Moses Lane Storm System Repair Project DATE: November 14, 1995 *P@R�t3 Sr' BIDDER EO �8 �F BID TOTAL: $ Q L/ 35-1 407. 3 7 TOTAL: $ / TOTAL: $ SOunr� t1Ab dies ✓ / ✓ TOTAL: $ Wes C04f f Co.15 f ✓ ✓ 2 6, S2s. 23 p / / TOTAL: $ 20194/�7 G GA/y /�Lar[inD LcnS� t/ ✓ . TOTAL: $ Ro6/sa„ C0,7f f z4c ✓ 30, z sP. ENGINEER'S ESTIMATE TOTAL: $ 241 L,4 S? LEGEND: Forms: F.O-Equal Opportunity BE-Bid Band TF-Triple Form V BIDTABFM.DOC/bh G f 6 R Ann. 4t `AOQ+.. -srl 5 1� Fxc�. n GFl.ta ��Izs��s S �E. ....1. S:`... .1/ .... .... .... .... .... .... .... . . ...:....:....:.... ....:....:... : .... .... .... .... .... .... .... ...................:...................:.......................................:. wL .._....144... r................x......l.s.y._........... ....... z`# ..... ^! 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V(IaCL �T�_ ..4-nEl Tye ��__ �✓'✓u��t'vu ----- - ---- 1'K - jj:-Qt)Li- .L Lao 4.SCIto'Jfr�) : 4solll�z T�l� 3, t PS g7 N zo L4 a,NC, z 3Z- r /`/i'erZ - LL. 3,51 � g') l< < ©_ oC 1PV 3z5-) c = ?V x �� - Z' �1oao ys/ O /654b 14/i hz -7 Ole 3--z , �'� t= 0.04o z 07 ASS Fr _'_ �ft Ft l,(cfy Fay 73 �^+r � Lq r . Ate.�v iaf R/�shc�fv t F/.6�5� . /( _17, /NO�Ntn('� �rtRr tny�h rn,+ '(.Wc 3'2. 4, tz z z a, o -71 Z o,o4 33 rD 0of/a d . o l o 0. 0 9 31 cs� 2 i Z" t ftc `'- _!.�`r- - _ OL3 cry. v"^`_--•" 15 t - - - C.f,zrr+ Goap /YQI. ( J �c I+ ae- V\/PL -2 16 /4t z Li ut c�b-,p UJL 3 3� f S t 6-Cass C -(Ct y Gf 3�� �� �., - 8+ r'5 44Iv Cc x c er �/[ t WAC ,, 3,e x D �, s x r 1 y ousz7L w,N N I Ca rG '7115 S /C—oiyCR f] -oY 36 ' Pi�C for ( O7cr��c P�c U ��/fN I�G u � / - / 792 g ggg 1 ENTH LoA D Wr pti�,tww N � uje. �88� cue Jfh �f fn; Wd = wN13� w 12Pec4 0 H = /.33 ft /3, = 3. 6 7 Ft' LF IE = 30. gLl D = 36 " GE = 35. f f 2 . LICE LOAy CO�cr = 35. 11 3D , yH � ver<•�� �rcJ�ur� wL - 3 . 33 WL 1 . 3y RLI, P = Tu�sl Sur.} « W1rrr/l load — /. 33 '< H ! 41,10 P= 32o66 AI_L= (�TT. 83 + 1. 75 1�� l .5,(. G � +' 1. �.5 tJ) Prijm orin 1. 2 wL = 3 z Ovo ��� �, 2) = 38,yoo 11 = s ) I !6 3.17x8.01 I 00Sep W/Ty . /V U. Car /�/✓r/ s z 7,,4-,( L(ce. /o. J o� Pre- wr = wL L SL _ /em)a4 e f ALL parallr / �o�,t4a, ./ G f �� Idle = 3. I7 ft SL = O c JPd e-( ff V` or wr�(flr of 14LL , /4 fe»c✓ , 3 . 6 ; f+ or SHE € WT = ISo9 1L x 3,17 44 x 3. e 7 [[WW��pcp yiynn y�yw� �f y fuWW�U Q vsiuti. 1 A8M p8 < WL = �IvC. Loicl m.. � �.err itJ t dt..✓+� LE : Qy'y-�r�"7�r, Sa.��pur-fJ lt.�/h = �. t l• �S �'� L3c� s" y = 3. I7 + 1.7sC3*3.6�) 4 V/L = W7 y / . 555 16 2 / 99 l6 L e . 98 F� LF No7-1'- Tu d/� �/5 �,vrr 28/o f /z�> _ 2962 111r= sl 3. EI)DInJ6 FACTOR �rvr Fi 4 r c 2 2 3 CIa1J 8 13{ = 1 .9 pr�scl� Co��k��d B, � I+ FrII qJ,u -(t- S�, 1s 5. Fe, ,„ cf -Sal AJTIl O.OI in y cr„l /a,d c«,C. (o . Se �ert l�iP� S'1rr,�yl�7 D - L� < d �7" 11,, Con C•c JL ��c �ar (7, 01 .✓� C �a tk of x D As 74 c 2 882 + 586 x f.0 Rje C I a sJ - /, S x 3 D- /000 �la{ of irsr"dr e�rr,,.ir�i I HIGHWAY LOADS ON CIRCULAR PIPE POUNDS PER LINEAR FOOT m r m Bc HEIGHT OF FILL H ABOVE TOP OF PIPE IN FEET (ft.) 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 5.0 6.0 7.0 8.0 9.0 12 1.33 3780 2080 1470 1080 760 550 450 380 290 230 190 160 130 12 15 1.63 4240 2360 1740 1280 900 660 540 450 350 280 230 190 160 15 18 1.92 4110 2610 1970 1460 1030 750 620 520 400 320 260 220 190 18 21 2.21 3920 2820 2190 1620 1150 840 690 580 450 360 300 250 210 21 24 2.50 4100 3010 2400 1780 1270 930 760 640 500 400 330 280 240 24 27 2.79 3880 2940 2590 1930 1380 1010 830 700 560 440 360 300 260 27 30 3.08 3620 2830 2770 2070 1480 1080 890 750 590 480 390 330 280 30 33 3.38 3390 2930 2950 2200 1580 1160 960 810 630 510 420 360 300 33 0 - 36 3.67 3190 2810 2930 2330 1670 1230 1020 860 670 550 450 380 330 36 -0 w 39 3.96 010 267 2850 2440 1760 1290 1070 910 710 580 480 410 $50 39 = m Z42 4.25 2860 2- 2770 2560 1840 1360 1130 950 750 610 510 430 370 42 _ 48 4.83 2590 2330 2620 2480 1990 1470 1230 1040 820 670 560 470 410 48 N Z 54 5.42 2360 2150 2490 2360 2050 1580 1320 1120 890 730 610 520 440 54 m O 60 6.00 2170 1990 2450 2250 1960 1680 1400 1190 950 780 650 560 480 60 O a 66 6.58 2010 1850 2520 2160 1880 1640 1480 1260 1010 830 700 590 510 66 N 72 7.17 1870 1730 2580 2190 1810 1570 1510 1330 1060 880 740 630 540 72 Z W N 78 7.75 1750 1630 2630 2240 1770 1520 1460 1390 1110 920 780 660 570 78 Z by LU a 84 8.33 1650 1540 2730 2290 1810 1460 1410 1360 1160 960 810 690 600 84 = y 90 8.92 1550 1460 2530 2330 1850 1470 1360 1310 1210 1000 850 720 630 90 m a 96 9.50 1470 1380 2410 2290 1880 1500 1330 1270 1250 1040 880 750 650 96 N 102 10.08 1390 1320 2300 2190 1910 1530 1350 1240 1290 1070 910 780 680 102 108 10.67 1320 1260 2200 2090 1830 1560 1380 1230 1330 1110 940 810 700 108 114 11.25 1260 1200 2110 2010 1760 1540 1410 1260 1362 1140 970 830 730 114 120 11.83 1210 1150 2020 1930 1700 1480 1420 1280 1400 1170 990 860 750 120 126 12.42 1160 1100 1940 1860 1640 1430 1380 1300 1430 1200 1020 880 770 126 132 13,00 1110 1060 1870 1800 1580 1380 1330 1290 1460 1220 1040 900 790 132 138 13.58 1070 1020 1800 1730 1530 1340 1290 1250 1490 1250 1070 920 810 138 144 14.17 1020 980 1740 1670 1480 1300 1250 1210 1470 1280 1090 940 830 144 DATA: 1. Unsurfaced roadway. 2. Loads-AASHTO HS 20, two 16,000 lb. dual-tired wheels, 4 ft. on centers, or alternate loading, four 12,000 lb. dual-tired wheels, 4 ft. on centers with impact included. NOTES: 1. Interpolate for intermediate pipe sizes and/or fill heights. 2. Critical loads: a. For H =0.5 and 1.0 ft., a single 16,000 lb. dual-tired wheel. b. For H = 1.5 through 4.0 ft., two 16,000 lb. dual-tired wheels, 4 ft. on centers. c. For H> 4.0 ft. alternate loading. 3. Truck live loads for H=10.0 ft. or more are insignificant. W 1-94 MON 08:58 P, 03 3/ y 11D C 76 TABLE 2 Design Requirements for Clara 1111 Reinforced Concrete Pipe• NOTE--Ste Satilon 5 for bawls 01 acc°pu me specified by the purchaser. The strength test requirements In po,:nds-force per linear foot of pipe under the f ooa die-bearing method shall be either the D•load hest logo expressed in Wunds-force per linear foot par foot of diameter)to produce a 0.01-in,crack, Or the D•loods to produce the 0-014n.crack and the ultimate load as 6lpecilled below. multiplied by the internal diameter of the pipe In feet. D•load to produce a 0.01•In.crack 1000 D40ad t0 produce the ultimate load° 1500 Reinforcement,In.1pinew ft Of pipe wall Wail A wan a well C internal Concrete Strength,4000 psi Concrete Stre �.4000 el Deslgnuad r'9 p Concrete Strergtn,4000 psi Diameter. Circow Circular ClrciAw in. wall Reinforcement° wall Reinforcement^ wan c Eeptlul Eai lkel Relnforremem Thickness, 7hkkne95. p c TNcI ne:s, Elliptical in. kvter outer Reinforcement` h Inner Omer xemtorramen[ ki Inner Outer RBinfprcamen:a Cage Cage Cage Cage Cage Cage 12 1In 0.07° ... °... 2 D.07 ... ... 2% 0.071 ... ... 15 1VA 0.07A ... 2V4 0.07a ... ... 3 0,070 18 2 0.070 ... 0,076 216 ox?A ... 0-070 31A 0.076 0.070 21 211. 0.12 ... 0.10 24. 0.07° ... 0.07, 3W 0.078 0.070 24 2% 0.13 0.11 3 0.07a ... 0.07, 31A 0.071 ... 0.07, 27 2% 0.15 ... 0.13 ay. 0.13 ... 0.11 4 0.07° 0.078 30 24h 0.15 ... 0.14 3Ve 0.14 ... 0.12 4A 0.074 ... 0.07° 33 21A 0.16 ... 0.15 31/1 0.15 0.13 41h 0.07a 0.070 36 3 0.14 0.08 0.15 44 0.12 0.07 0.13 A;V 0.07 0.07 0.08 42 31A 0.16 0.10 0.18 Yh 0.15 0.09 0.17 51A 0.10 0.07 0.71 48 4 0.21 0.13 023 5 0.18 0.11 020 $ac 0.14 0.08 0.15 S4 4% 0.25 0115 0.28 5% 0.22 0.13 0.24 8A D-17 0.10 0.19 GO 5 0.30 0.18 0.33 6 0-2s 0.15 0.28 61i 0.22 0,13 0.24 66 51/1 0.35 0.21 0.39 6vs 0.31 0.19 0.34 7A 0.25 0.15 0.28 72 6 0,41 0.25 0.45 7 0.35 021 0.39 74 0.30 0.18 0.33 78 61/1 0.46 0.28 0.51 7h/, 0.40 0.24 0.44 8rA 0.35 0.21 0.39 84 7 0.51 0.31 0.57 a 0,46 0.28 0.51 BIA 0,41 0.25 0.46 90 7% 0.57 0.34 0.63 8117 041 0.31 0.57 9A 0.48 0.29 0.63 96 8 0.62 0.37 0.69 9 0.57 0.34 0.63 91A 0.55 0.33 0.61 Conoreta Strength.$000 pal 102 816 0.76 0.48 Inner 0.30 91A 0.68 0.41 Inner 0.27 101A 0.62 0.37 Inner US Circular Circular Circular Plus El- 0.48 Plus Er O.a1 PluslusEI• 0.37 Bptical liplkal liptical 108 9 0.55 0.51 Inner 0.34 10 0.78 0.48 "of 0.30 tOV. 0-70 0.42 Inner 0.28 Circular Circular C Ear Plus El- 0.51 PWs EF 0.68 Plus El- 0.42 " riptlail liptical Ypucal 1 w 20 ... ... ... ... ... ... ^ lair " ._ .. ... ... ... 144 ... ... ... • ... ... ... ... A For modified a special designs see T2 or with the permission of me purchaser uWize to provisions or Spatllration C 655.Steel areas may be intBfpdatBd between In050 shown for variations InDiameter,loading,0/wan thieknoas.Pipe over 96 in.In diameter Snell have two circular, cages or An-ewer circular plus one epiprlcaf cage. °For these classes and sites.the minimum practical steel rolnforrement 1s specified.The wtual Wtunate strength Is greater Nan the minimum avengtn sped6ao for norvelnforced pope Of equivalent diametara In Specification C 14. 0 As an ahernatiae to designs requiring both Imw aM Outer circular rages the namforcement may be posatfed And proportioned In either Of he following manners: An Inner circular cage plus an elliptlpl cage such that the area of the elliptical rage shall not be less than that specified for the outer rage In the fade and the total area or the Inner circular rage plus the Onipticel Cage Shan nor be IM than mat Speclfled for the Inner Cage kt the lade, An inner and outer cage plus quadrant meta,In accordance with Fig. 1,or An inner and outer cage plus an elliptical cage in accordance with Fig.2. a Elliptical and quadrant steel must be heid.ip plats by means of holding rods,ehaits,or other positive means throughout the enure casting operation. `AS an alternative.single cage reinforcement may be used.The rolnforeement was In square k1 per gnaw foot Shan be 0.20 for w"8 aM 0.1a for all C. v TrIw-edge•bearing test to ultimate bad to not required for Any dens of pipe 604n.or less In eterrieter provIded All other requirements of this specification are met. circumferential reinforcement shall be as prescribed for request approval by the purchaser of modified designs that Classes i to V in Tables 1 to 5,except as provided in 7.2. differ from the designs in 7.1; or special designs for sizes and 7.1.1 Footnotes to the tables herein are intended to be loads beyond those shown in Tables I to 5, 7.1, or special amplifications of tabulated requirements and are to be designs for pipe sizes that do not have steel reinforcement considered applicable and binding as if they were contained areas shown in Tables I to 5 of 7.1. in the body of the speciffcatiou• 7.2.2 Such modified or special designs shall be based on 7.2 Modrfred and Special Designs: rational or empirical evaluations of the ultimate strength and 7.2.1 If permitted by the purchaser the manufacturer may cracking behavior of the pipe and shall fully describe to the -94 MON 08:59 F. U4 W C 76 TABLE 3 Design Requirements for Class III Reinforced Concrete pipe` NOie-See Section 5 for basis of acceptance Specified by the purchaser. The slrargth rest requirements in pouMs-force per lineal foot of pipe under the threeadge-bearing method shag be either the D-10ad (lest bad eapf05sod in pout4s4erce per Urlear root per foot of diam°trc)to produce a 0.014n, crack,or the D•loads to produce re 0.014n,Oreck end the ulUnlate load as specified debut, multiplied by the internal diameter of the pipe In fool. D-load to produce a 0.014n.crack 1350 IYbad to prod toe the urtimate load° 2000 Rtinforcenr 1,in.arynear If of pipe wall -- Wag A Wag B Well C Internal Concrete Strength,4000 psi Concrete Strength.4000 psi Concrete Strength,4000 psi Oosignated ait Circular wall Circular Diameter. ThiccR Relnforcementc EI(iplical 7ll Circular, �d- Reinforcemamc Eaiptical Thick. Relnlorcemantc Ellptcal Reinforce- Reinforce- rKtses. Inner outer Reinforce rwssas. usher Cuter Tonto Classes, Inner Oular Mani menl In. Cage Cage In. Cage Cogs M. Cage Cage 12 sir'. 0.070 ... ... 2 0,070 --- ... 23/. 0.075 ... ... 15 T h 0.07a ... 21A fl ... ... 3 0.07e ... ... 18 2 0.078 .. 0-070 21h 0-078 ... 0.07a 31A 0.078 ... 0.070 21 21/. 0-14 0.11 2x. 0.078 ... 0.078 3vr 0.07a 0.070 24 2% 0,17 0.14 3 O.D70 .1, 0.074 31/. 0.07 ... 0.070 27 2% 0.18 ... 0.16 V. 0.16 ... 0,14 4 0.08 ... 0.07e 30 2% 0.19 ... 0.18 314 0.18 ... 0.15 411. 0.10 ... 0.08 33 21A 0121 0.20 31104. 0.20 0.17 411, 0.12 --- 0.10 38 3 0.21 0.13 0.23 4 e 0.17 0.10 0,19 434r 0.08 0.07 0.09 42 31/2 0.25 OAS 028 41/z 0.21 0-13 023 51/, 0.12 0.07 0.13 48 4 0.32 0.19 0.35 5 0.24 0-14 0.27 64'. 0.16 0-10 0.10 54 41h 0.39 023 0.42 51/8 0.29 0.17 0,32 611. 0.21 0.13 0,23 60 5 0.44 0.28 0.49 6 0.94 0.20 0.38 6V4 D-25 0.15 0.28 66 51A 0.50 0.30 0.55 61/2 0.41 0.26 0.46 71. 0.31 0.19 0.34 72 8 0.67 0.34 0.63 7 0.49 029 0.54 7V. 0.36 0.22 CIAO Concrete Strength.5000 psi 78 61h 0.64 0.38 0.71 71h 0.57 0.34 0.63 11% 0.42 0.25 0.47 84 7 0.72 OA3 0180 B 0.64 0.38 0,71 BY. 0.50 0.30 0.56 Concrete Strength.5000 psi Concrete Strength,5000 psi 90 71/2 0.81 0.49 0.90 814 0.69 0.41 Ulf a,/. 0.59 0.35 0.66 96 a 0.93 0.56 1.03 9 0.76 0.46 0.84 9a'. 0.70 0.42 Inner 0.29 Circular Plus F.I. OA2 liplical 102 814 1.D3 0.62 Inner 0A1 9'1a 0,90 0.54 Inner 0.36 101A 0.83 0.50 Inner 0.33 Circular Cite" Circular Plus El. 0.62 Plus E4 0,54 plus El. 0.50 optical apfical optical 108 9 122 0.73 inner 0.49 10 1.08 0.65 Inner 0A3 1034 0.99 0.59 Inner t40 Circular Circular Circular Plus El- 0.73 Plus E4 0.65 Plus El- 0.59 optical aptice gpllfal 120 126 " ... ... ... ... ' ... ... ... .-. " ... ... ... ... 132 " 138 ` ... ... ... ' ... ... ... ... " ... ... ... ... lira " ... A ... ... ... .. "For modified or special designs sea 7.2 or with the permission of the purchaser utilize the provisions of Spocification C 655.Stec;areas may W Interpolated between those shown for vadatlons in diameter,loading.a wag thickness.Pipe over 96 in.in diameter snag have two Circular cages or an Inner circular plus One alapticel cage. e For these daises and sizes.the minimum practieW steel reinforcement is Specifies.The actual ultimate strength Is greater than the minimum strength specified for noriminiaced pipe of equivalent diameters in Specification C 14. °As an atte lathe to designs requiring Win Inner and outer circular cages the reinforcement may be positioned and proportioned in either of the following manners: An inner circular cage pk.:s an a8lptical cage such plat the area of the elliptical cage shag not be less than mat specified for the outer cage in the table and the total area of the inns circular cage pka the elliptical cage she not be less than that specified for the Inner cage In me table, An Inner and outer cage plus quadrant mats In awordenas wllh Fig.1,or An inner and outer Cage plus an elliptical cage In accordance with Fig.2. °Elliptical and quadrant steel must be risk!in place by means of holding rods,chars.or other positive means throughout the entire casting operation. r As an alternative.sepia cage mnforcam°nt may be used.The+enforcement area In square In.per linear bot snail be 0.30 for wam B and 0.20 for wall C. 1� r7A-ooaCge-bearing teat to Wnulnne Uad is not requtreo to any class Of pipe 604M.Or less In diameter provided as other requirements Or this specifics lion am met. 1J .;f;