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' "d .� _ • ' ' ' � . .`' ��(.j' � 4 Irr 7 i 2 IS _ ,IU MINVU f q 4� 8 « : t 2 \ � . � � � . / � . � : . \;� \{ � \ � { w . \ / \� � �° ■� 2 . :�\ } .�� } 2 « . - < 4 . � ©\. < g i . « �\ . > \ \ \ -��. . \ \ ) �� � � �� � �f T-S :.- 'Now Sri � F r' _ t, . � ti j i " j 1 1 a MOSL 1 � i , ( � y � ��\ . �� . : ��� \ � § \� � /}/ ` �*� . ��' � ! - � � .�� . I � . \ � \ \% � « ^\ �? \ . / � �' ! � p� \/�� \ . � �\ : � \2 t . - k � ` �:� �. > \� : / , \��� , � � � � �\ � \\�/�\ NoEl �' - _ 8196 e.f- � ��- -� -- � � � � -� .�;. . . __ � � a � �"� � F' ,— �: � _ d ,� . i iq t .1 �� . � � , _, n =, - t., �l �• ,� ,, .r �.-. :J_ M IRE tr 1 J! e�� Y I ,w � o 1 R �, x�i �-' .:�... ., ,r'. . . �: Y: �au�- •� ,;,�;r :�} �;'� eV..•'. �.I }Y Ji�• � • ,, t � �� F � ' . I� r L i <�'� �' •:'i�M$ _ ! � � `� i , r . � � .^ . ram""' �, Y �.: ,�: Ir %% �_. y� ;, ,. ,� 'n � �nX t tA'� if 4 .�ry•.� Y Y n1Y._.... .1 r - .. M S.•Yrr 'i. r I t oil ♦n E, N'� CITY OF RENTON COUNCIL AGENDA BILL AI #: Submitting Data: Planning/Building/Public Works For Agenda of: Dept/Div/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......... $236,766 (Am :421.000600.018.5960.0 .6.65150) 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 11114/95. 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:IICIC8:95-9]S:AJS:ps CITY OF RENTON COUNCIL AGENDA BILL AI#: Submitting Data: Planning/Building/Public Works For Agenda of: November 20, 1995 Dept,Div/Board.. Surface Water Utility Staff contact...... Ron Olsen, Ron Straka, Mike Dotson(X-6192) Agenda Status: Consent.............. X Subject. Public Hearing.."" CONCURRENC Bid opening on 11-14-95 for the South 7th Street /Moses Lane Correspondence..... Storm System Repair Project Ordinance........... DATE Resolution........... N ME If 7 VD TF Old Business........ � � �� Exhibits: New Business....... t t Study Sessions...... �- f qs Bid Tabulation Sheet (6 bids) I fn" fltlO """"' 6 " 7 2- other................ Recommended Action: Approvals: Council Concur Legal Dept.......... Finance Dept....... Other................ Fiscal Impact: - Expenditure Required..... $20,949.68 Transfer/Amendment....... Amount Budgeted......... $236,766 p�v:42i.000eoo.ote.596o.003e.65.65t5o7 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 1995 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. ageMa.doc 11/15/95 r 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 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 2500.00 2,500.00 $2,350.00 $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 $500.00 $1,500.00 $1,500.00 005 12' Dia RCP Storm Drain Pipe Linear Foot 20 35.00 700.00 $65.00 $1,300.00 $40.00 $800.00 006 24' DIA CMP Storm Drain Pipe Linear Foot 40 50.00 2,000.00 $67.00 $2,680.00 $60.00 $2,400.00 007 Foundation Material(Quarry Spells) Tons 40 40.00 1.600.00 ` $20.00 $800.00 $50.00 $2.000.00 008 Import Backfill Tons 211 12.00 2,532.00 : $12.00 $2,532.00 $30.00 $6.330.00 009 54'Type 2 Catch Basin Each 1 2100.00 2,100.00 '.;: ":$2,000.00 $2,000.00 $2,500.00 $2,5n0.00 010 Furnish and Install Control Density Fill for Trench Cubic Yard 1 2000.00 2,000.00 $1,500.00 $1,500.00 $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 f $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 $26,481.95 Project Title:S 7th St/Moses 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 $500.00 $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 O10 Furnish and Install Control Density Fill for Trench Cubic Yard 1 $3,800.00 $3,800.00 $1,000.00 $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 $27,966.00 $2,099.41 $2,010.23 $2,293.13 $27,701.91 $26,525.23 $30,258.13 i a 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-Builts 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 $1,860.00 006 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 $3,050.00 010 Furnish and Install Control Density Fill for Trench Cubic Yard 1 $1,475.00 $1,475.00 011 ACP 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 � . t . �� `�J 0 �- David Christensen From: Jack Crumley To: C Gregg A. Zimmerman Cc: ,• 9avid'ehtistensen: Ronald L. Olsen Subject: Sink Hole Sw 7th Street Date: Wednesday, February 28, 1996 8:55AM Monday afternoon city crews found a sink hole in the inside east bound lane of SW 7th Street_11�5 -ate approximately 400 feet west of the Hardie Avenue SW intersection. They took immediate a0ion to protect the driving public and excavated to determine the cause. What they found was an old brick,sewer manhole had a hole at the bottom which allowed rain water to wash dirt into the sewer causing the void at the street surface. Crews made a repair, backfilled the excavation, and sealed the street surface with cold mix. Street crews will make a more permanent hot patch within their on-going patching schedule. There are only two items of note. First, we were lucky. The sink hole below the asphalt was ten feet deep and three feet wide. We don't know why the asphalt continued to hole the traffic, but it did. Secondly, the old manhole is in bad condition and needs to be replaced. Hopefully, we can do so as part of a larger project. Should no such project appear we will have to use some of our small projects dollars. Page 1 TO: FINANCE DIRECTOR C ' I 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 @ 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 421/000600.18.5960.0038.65.065150(651 50/54 6 0) $3,126.96 #002FINAL $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 n I,THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF OTpl PERJURY,THAT THE MATERIALS HAVE BEEN FURNISHED,THE I / SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED �1 ec.y 0 L[� HEREIN.AND THAT THE CLAIM IS A JUST,DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON,AND THAT I AM AUTHORIZED TO AUTHENTICATE AND CERTIFY TO SAID CLAIM kr Signed: F7,li` Paled On:W28/ 6 Clly of Renton Public Works Department Page 1 Prinled 0n:=aM City,of Renton Public Works Department Page 1 Project: 87nVMoses Lane Contract Number, GAG 95-108 Contractor. Gary Marino Construction Pay Estimate Final Closing Data: 2128M Ile. Description Unit Est. Unit Previous Previous This This Total Total No. Quantity Price Quantity Amount Quantity Amount Quail Amount SCHEDULE 001. Mobilization Lump Sum 1 $2,350 IM $2,350.00 $0,00 1.00 $2,350.00 IM. Construction Surveying,Staking,As-I Lump Sum 1 $650 0.80 $520.00 OM $130.00 1.00 $650.00 003. Traffic Control Lump Sum 1 $1,500 0.80 $1,200.00 0.20 $300.00 1.00 $1,500A0 006. Trench Excavation Safety Systems Lump Sum 1 $500 1.00 $500A0 $0.00 1.00 $500.00 005. 12 inch Dia.RCP Storm Drain Pipe Linear Fact 20 $65 5.50 $357.50 $0.00 5.50 $357.50 00& 24 troth Die CMPO Storm Drain Pipe Linear Feet 40 $67 9A0 $603.00 $0.00 9.00 $4MLM 007. Foundation Material(Quarry Spalls) Tons d0 $20 7.14 $142.60 $O.00 7.14 $142.80 008. Import Backfill Tons 211 $12 35.91 $430.92 $0.00 35.91 $430.92 009. 54 inch Type 2 Catch Basin Each 1 $2,ODO 1.00 $2,000.00 $O.00 1.00 52,000.00 010. ACP Overlay 8 Trench Repair Prepau Lump Sum 1 $1,500 0.80 $1,200.00 0.20 $300.00 1.00 $1,500.00 011. ACP Overlay and Trench Repair Mat. Tons 15 $150 0.00 $0.00 15.00 $2,250-00 MOO $2,250.00 012. Curb and Gunter Tans 40 $20 OAO SO.00 $0.00 0.00 $0.00 013. Erosion Control Lump Sum 1 S250 1.00 $250.00 $0.00 100 5250.00 014. Restoration(Canplele Project) Lump Sum 1 $250 0.80 5200.00 0.20 $50.00 1M $250.00 Subtotal $9,754.22 $3.030.00 $12,784.22 8.2%Sales Tax $799.65 5248.46 $1,048.31 TT Total $10,554.07 $3.278.46 $13.832.53 r Printed On:1/31/96 City of Renton Public Works Department Page 1 f Project: S 7ftlMosea Lane Contract Number: DAG 95�108 Convector. Gary Merino Construction Pay Estimate 1 Closing Date: 2/5196 Item Description Unit EaL Unit Previous Previous This This Taal Total No. Quantity Price Quantity Amount Ourintity Amount 2nj,.Ij Amount SCHEDULE A 001. Mobibation Lump Sum 1 $2.350 $0.00 1.00 $2.350.00 1.00 $2,350.00 002. Consmdlm Surveying.Sulking.AS-] Lump Sum 1 $650 $0.00 0.80 $520.00 0.80 $520.00 3J OXI. Trellis Contra Lump Sum 1 $1,SW $0.00 0.80 $1,200.00 0.80 $1.200.00 San 004. Trench Excavation Solely Systems Lump Sum 1 $500 $0.00 1.00 $500.00 1.00 $500.00 005. 12 nU1 Be.RCP Stomp Drain Pipe Linear Feet 20 $65 $0.00 5.50 $357.50 5.50 $357.50 006. 24 inch Din CMPO Storm Drain Pipe Linear Feel 40 $67 $0.00 9.00 $603.00 9.00 $60.9.00 OOT Foundation Material(Quarry,Spells) Tans 40 $2D $0.00 7,14 $142.80 7.14 $142.80 008. Import BacMill Tons 211 $12 $0.00 35.91 $430.92 35.91 $430.92 009. 54 mch Type 2 Catch Basin Each 1 $2 COD $0.00 1.00 $2,000.00 1.00 $2,000.00 q 010. ACP Overlay,$Trench Repair Prepai Lump Sum 1 $1,500 $0.00 0.80 $1=00 0.50 $1,200.00 011. ACP Overlay and Tranch Repair Matt Tons 15 $150 $0.00 0.W $0.00 0.00 $0.00 zZ SJ 012. Curb and Gutter Tons 40 $20 $0.00 ON $0.00 0.00 $0.00 013, Erosion Control Lump Sum 1 $250 Saw 1.00 $250.00 Lw $250.00 014. Restoration(Complete Proles) Lump Sum 1 $250 $0.00 0,80 $200.00 0.80 $200.00 Subtotal $0.00 $9,75422 $9,754.22 z 4 q.44 8.2%Sales Tax $0.00 $799.85 $799.85 - TT Total $0.00 $10.554.07 $10,554.07 I� Q32,S3 7o,A� PaojEc.7 Ccu TO: FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR t CONTRACTOR: Gary Merlino Construction CONTRACT NO. CAG 95-108 ESTIMATE NO. 001 PROJECT: S 7th/Moses Lane 1. CONTRACTOR EARNINGS THIS ESTIMATE $9,754.22 2. SALES TAX @ 8.20% $799.85 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $10,554.07 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $0.00 5. ' EARNINGS DUE CONTRACTOR THIS ESTIMATE $9,266.51 6. SUBTOTAL - CONTRACTOR PAYMENTS $9,266.51 7. RETAINAGE ON PREVIOUS EARNINGS $0.00 8. *1 RETAINAGE ON EARNINGS THIS ESTIMATE $487.71 9. SUBTOTAL - RETAINAGE $487.71 10. SALES TAX PREVIOUSLY PAID $0.00 11. SALES TAX DUE THIS ESTIMATE $799.85 12. SUBTOTAL - SALES TAX $799.85 * (95%x LINE 1) ** (RETAINAGE:5/) GRAND TOTAL: $10,554.07 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT 421/000600.18.5960.0038.65.065150(65150/5460) $10,066.36 # 1 $10,066.36 RETAINED AMOUNT (Line 8): ACCOUNT 421/000600.18.5960.0038.65.065150(65150/5460) $487.71 # 1 $487.71 TOTAL THIS ESTIMATE: $10,554.07 CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION I,THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY,THAT THE MATERIALS HAVE BEEN FURNISHED,THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN,AND THAT THE CLAIM IS AJUST,DUE AND UNPAID OBLIGATION AGAINST THE CIT� RENTON,AND THAT I AM AUTHORIZED TO AUTHENTICATE AID CERTIFY TO SAW/CLAIM Signed: y � /iv PC, I/sr Printed On:IMM City of Renton Public Woks Department Peg.1 048830 MERLINO CONSTR (GARY) 98771 01/26/96 ORIGik Vendor No. Vendor Name a r PO Date 4) *�- Chapter 116, Laws of 1965 'A. CITY OF RENTON Purchase Order City of Renton Certification I, the undersigned, do hereby certify under penalty of perjury, that the materials have been furnished, the services rendered, or the labor performed as described herein, and that the claim is a just, due and MERLINO CONSTR (GARY) unpaid oblig io against the City of Renton, and that I am authorized to 9125 LOTH AVE SO authenticate end a if y t sai�'G m: / SEATTLE, WA 98108 Signed / PLNG/BLDG/PUB WKS UTILITY SYS FERKINGSTAD, LINDA Oty Unit Description Unit Price Est. Amount Account Number WO/Func " 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 Y ( /0, 066- ,c g97.211 /2e2� 0139� [oi Authorized By 20,949 .68 20,949 .68 Accounts Payabte Div.•200 Mill Ave.S.•Renton, WA 98055•Phone(206)235-2618•Fax(206)235-2513 tS,� ,(pT• '�1 v L w DP 311911194 � n M DAILY INSPECTION DIARY I DAY: DATE: 2 / L'/ /� WORK PERIOD: REPORT 11 (( /P.m. WEATHER: Tgip MAX Lj�tL-F MIN �°F PRECIPITATION: ''wome- WORK ACCOMPLISHED TODAY: AL LA �r� A `t -I t, t. L, u � I � �� � �� 32� !� �� Fill' '�, r ► I/ _I� t)T. C . I. p A �-r�1Ft�1T Ii a II LEO I� � E F \� lT k c�T � r ` �I Cbc!A F, CE I �'. CONTRACTOR SIGNATURE INSPECTOR SIGNATUR DATE: THE CITY OF RENTON DEPARTMENT OF : H ............... PLANNING/BUILDING/PUBLIC WORKS ^ FOURTH FLOOR 200 MILL AVENUE SOUTH RENTON, WASHINGTON 98055-2189 FAX: 235-2541 To: Sr,'A^ Company: e5��7' "e�Into C'oez .c -� Phone: -fib z 412 5- Fax: -7 63 , 417 r From : rl, k-1- Dolo-- Company: C� . F 1pen �- Phone: 27 - (a /S 1 Fax: 2 3 5 ,2 s4 / Date: Pages including this cover page: L Comments: CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: January 30, 1996 TO: File SWP-50-2229 FROM: Mike Dotson SUBJECT: S 7th Street and Moses Lane Construction Change in Bid Item # 5- Installation of 8" pipe instead of 12' pipe Bid item# 5 specified replacement of 12"concrete pipe with same. The plans were based on unverified public records. It was discovered, in the field that the actual pipe was 8"concrete. It was necessary to replace approximately 5.5' of this 8"pipe; 8"PVC pipe was used. Because the difference between the estimated cast for installation of 8"(approximately$55.00-60.00 per lineal foot) and the bid item cost for 12' concrete pipe($65.00 per lineal foot)the total difference for installation of 5.5 feet of pipe is minimal($27.50-$55.00). Payment for this bid item was made according to the bid item cost for the 12"concrete pipe material. Based on the cost to process a change order for this small quantity of pipe, it is deemed prudent to use this approach. The total cost for this bid item is $357.00. s7thst.doc/memos/mdd 1-04 SCOPE OF THE W, OF THE WORK 1"04 The date of the protested order, 1043 Vacant b. The nature and circumstances which caused the protest, 1-04.4 Changes of The contract provisions that support the protes4 d. The estimated dollar cost, if any, of the protested work and how that The Contracting Agency may at any time change the work within the gener estimate was determined,and of the contract.Among others,these changes may include: An analysis of the progress schedule showing the schedule change or 1. Deleting any part of the work, (' disruption if the Contractor is asserting a schedule change or disruption; 2. Increasing or decreasing quantities, • ,. and 3. Altering specifications,designs,or both. 'If the protest is continuing, the information required above, shall be 4. Revising the way the work is to be done, supplemented as requested by the Project Engineer.In addition.the Contractor 5. Adding new work, �ahall provide the Project Engineer,before final payment,a written statement of 6. Altering Co ntractingAgency-provided facilities, equipment, mate actual adjustment requested. services,or sites,or ghoul any protested work,the Contractor shall keep complete records of extra 7. Ordering the Contractor to speed up or delay the work time incurred.The Contractor shall permit the Engineer access to these and any The Engineer will issue a written change order for any change unless the re needed for evaluating the protest. of this section provides otherwise. -Engineer will evaluate all protests provided the procedures in this section are For Item 1, an equitable adjustment for deleted work will be made as prove .If the Engineer determines that a protest is valid, the Engineer will adjust Section 1-095. -'for work or time by an equitable adjustment in accordance with Section 1-09.4. For Item 2, if the actual quantity of any item increases or decreases by more • of time will be evaluated in accordance with Section 1-08.8.No adjustment 25 percent from the original plan quantity, the unit contract prices for that item ade for an invalid protest. adjusted in accordance with Section 1-04.6. spite of any protest,the Contractor shall proceed promptly with the work as the For any change except Item 1 (deleted work)or Item 2(increasing or deer orders. quantities)the Engineer will determine if the change should be paid for at unit a Contractor accepts all requirements of a change order by: (1) endorsing it, price(s). If the Engineer determines that the change increased or decreased: •• g a separate acceptance,or(3)not protesting in the way this section provides.A Contractor's costs or time to do any of the work including unchanged work the En order that is not protested as provided in this section shall be full payment and will make an equitable adjustment to the contract.The equitable adjustment will letdement of all claims for contract time and for drect,.indirect,and consequential agreement with the Contractor.However, if the parties are unable to agree,the En `including costs of delays, related to any work either covered or affected by the will determine the amount of the equitable adjustment in accordance with Section 1. and adjust the time as the Engineer deems appropriate. Extensions of time tprotesting as this section provides,the Contractor also waives any additional evaluated in accordance with Section 1-08.8. The Engineer's decision cone ' t and accepts from the Engineer any written or oral order(including directions, equitable adjustment and extension of time shall be final as provided in Section 1-05. interpretations,and determinations). The Contractor shall proceed with the work upon receiving: q failing to follow the procedures of this section and Section 1-09.11, the 1. A written change order approved by the Engineer,or r completely waives any claims for protested work. 2. An oral order from the Engineer before actually receiving the written Increased or Decreased Quantities order. Changes normally noted on Field stakes will not require a written change Payment to the Contractor will be made only for the actual quantities of work These changes shall be made at the unit prices that apply.The Contractor shall ad and accepted in conformance with the contract.When the accepted quantities immediately to changes shown on field stakes without waiting for further notice. k vary from the original bid quantities,payment will be at the unit contract prices The Contractor shall obtain written consent of the surety or sureties if: (1)than areepred work unless the total quantity of any contract item, using the original bid work increases the total cost of the project by more than 25 percent of the original ,increases or decreases by more than 25 percent. In that case that part of the contract price,or(2)the Engineer requests such consent _ or decrease exceeding 25 percent will be adjusted as follows: 1.045 Procedure and Protest by the Contractor 1. Increased Quantities. Either party to the contract will be entitled to an equitable adjustment for i If in disagreement with anything required in a change order,another written ordei, that portion of the actual quantity in excess of 125 percent of the original bid or an oral order from the Engineer,including any direction,instruction,interprelatioq v quantity except as limited in subparagraph 3 in this section. determination by the Engineer,the Contractor shall: 1;;2. Decreased Quantities. 1. immediately give a signed written notice of protest to the Project Engineer¢ Either party to the contract will be entitled an equitable adjustment if the the Project Engineer's field inspectors before doing the work actual quantity of work performed is less than 75 percent of the original bid 2. Supplement the written protest within 15 calendar days with a written statement 1, quantity except as limited in subparagraph 3 in this section. providing the following: Page 1-20 Page 1.21 i SCOPE OF THE WORK SCOPE OF THE WORK 1-04 1-04 perform the work, failure of the Contractor to notify the Engineer of the changed 3. Adjustment Limits• uantities will be condition shall not affect the Contracting Agency's right to make an adjustment in the yyII The equitable adjustment for increased or decreased 4 or time. determined in accordance with Section 1-09.4 except as limited by the trAdditionally,no claim by the Contractor shall be allowed unless the Contractor has fallowing provisions: fits will be allowed because of any followed the procedures provided in Sections 1-04.5 and 1-09.11. a. No payment for loss of anticipated pro decrease from the estimated quantities shown in the proposal form, 1.042 Progress Estimates and Payments V contract provisions,end contract plans• item will be limited to Engineer-issued progress estimates or payments for any pact of the work shall not be I b. For decreased quantities,the total Payment for any• used as evidence of performance or quantities.Progress estimates sere only as basis for not more than 75 percent of the amount originally bid for the item. partial payments. The Engineer may revise progress estimates any time before final c. No payment will be made for extended or unabsorbed home office Lance.If the Engineer deems it proper to do so,changes may be made in progress overhead and field overhead expenses to tltubee contract biditteents.is an estimates and in the final estimate. unbalanced allocation of such expense 1 be allowed because of any 1.04.9 Use of Buildings or Structures d. No payment for consequential damages variance in quantities from those originally wl shown in the Proposal form, The Engineer will decide whether any building or structure on the right of way may visions,and contract plans. remain during the work and whether the Contractor may use such a building or structure. contract pro will be[Wade for any item unless e. No adjustment in the u 't contract pnces 1-04.10 Use of Materials Found on the Project the increase or decrease in quantity results in a change of$10,000 or more as measured by the original bid quantities and unit Prices for the item.The With the Engineers written approval,the Contractor may use on the project:stone, only apply to the portion that is in excess of:(1)$0 gravel,sand,other materials from on-site excavation,or timbers removed in the course of adjustment will i I or(2)the dollar value of 25 per of the original bid quantity, the work.Approval will not be granted if: is greater, with the work pending 1. The excavated materials or timber fail to meet contract requirements, When ordered by the Engineer the Contractor shall proceed 2. The excavated materials or timber are required for other use under the contract, determination orof dered cost or time adjustments for the change. 3. The excavated materials are required for use as Selected Materials under The Contracting Agency will not adjust for increases or decreases>E theContractingiea Section 2-03.3(10),or 4. Such use is not in the best interests of the Contracting Agency as determined by Agency has entered the amount for the item in the proposal form only Pr the Engineer,whose decision shall be final as provided in Section 1-05.1. ,I common basis for bidders. - Any material disturbed by,but not used in,the work shall be disposed of as provided 1-04.7 Changed Conditions(Differing Site Conditions) elsewhere in the contract or as directed by the Engineer. The Contractor shall promptly,and before such conditions are disturbed,notify the!� Engineer in writing of:(1)preexisting subsurface or latent physical conditions at the site 1.04.11 Final Cleanup Y preexisting unknown The Contractor shall perform final cleanup as provided in this section to the r; differingmateriall from those indicated in this contract,differing ing materially from those physical conditions at the site, of an on nature, 8 Engineer's satisfaction.The Engineer will not establish the physical completion date until I ordinarily encountered and generally recognized as inhezies g work o the character ' investi ate the conditions.If the ties is done.The highway right of way, material sites, and all ground the Contractor provided for in this contract.The Engineer will promptly 8 i occupied to do the work shall be left neat and presentable.The Contractor shall: performance of any P�°f 1. Remove all rubbish, surplus materials, discarded materials, falsework, camp Engineer finds that conditions are materially different f cause a material increase°r buildings,temporary structures,equipmen4 and debris,and decrease in the Contractor's cost of,or the time required I payment m the time required for the ., ,;. 2. Deposit in embankments,surfacing, fa remove from the project.all unneeded,oversized the work under this contract whether or not changed as a result of such conditions, e i tuck left from grading,surfacing,or paving. Engineer will make an equitable adjustment in the evaluated be in The Contractor shall not remove warning, regulatory, or guide signs unless the performance of unable work. Extensions ill be by will with Contractor-However,,iif PBineer approves. 1-08.8.The equitable adjustment the Engineer will determine the amount of the equitable the parties are unable to agree, 8 s that changed adjustment in accordance with Section 1 adjustment t costahe Ie or is nwarranted, such _ conditions do not axis[ and no Section 1 OS 1. determination shall be final m provided No claim of the Contractor,under this clause,shall be allowed unless the Contractor �. has given the notice required above•,provided,however,the Lire for giving notice will be f extended by the Engineer for good cause shown.The time far giving notice will not be Contractor knew or should have known of the extended beyond the time that the existence of the changed condition.If there is a decrease in the costs or time required to Page 1-23 Page 1-22 SEGA INC. ASPHALT E DIVISION P.0. Box 88050 118500 Southcenter Parkway �NC Tukwila,WA 98138 1 (206)575-0150 22301-SE-GA-LM-A372NO DATE ,. PLANT 71 ITEM NUMBER PURCHASE ORDER NO. TIME AND DATE WEIGHT GROSS TARE NET QUANTITY UNIT -DESCRIPTION Unit Price AMOUNT LDS. MC N �t TONQ`9li;Pk�'Ia1T�B' g�4'j .BASE TOMS,STATFwjE,C[F,IC�rTION CLASS GALS 1EjMUtS)6N '��(fi 4000 ASPHALT OTH R p GIFY .• i. 1i 11 tLV . STATION MILE TIME . SALES i RECEIVED P.M. TAX TRUCK NO. X 1 RECEIVED BY I 1 ClaOs for adjustment must -I* TOTAL baraccompamed by this ticket. •fVhite.:Customer I Yellow.Office(Pink:Job/Goldenrod:Plant 45?_ I STONEWAY DELIVERY TICKET 01310 CONCRETE • REMIT TO: ORDER DESK 9125 1OTH AVE.S ACCOUNTING 1915 MAPLE VALLEY HIGHWAY RENTON, WA 98055 226.1000 SEATTLE,WA 98108 762.2 666 MAP LOCATE LEAVE PLANT ARRIVE JOB LEAVE JOB ARRIVE PLANT DATE CUSTOMER NO. ORDER NO. CUSTOMER P.O.OR JOB NO. PLANT NO DELIVERY TICKET NO. CUSTOMER NAME SPECIAL INSTRUCTIONS: JOB ACDRESS i4<:IIIIII :::PIilN lNi'Fli'I � , - e DRIVER TRUCK NO. ORDERED BY ELEASE—CUSTOMER RELEASES AND AGREES TO HOLD ARMLESS THE STONEWAY CONCRETE COMPANY FOR ANY SUB-TOTAL AMAGE TO HIS REAL OR PERSONAL PROPERTY CAUSED BY TAX CODE TIME DUE DISPATCHER ELIVERY OF MATERIALS LISTED ABOVE.PAYMENT DUE BY BTH OF MONTH,1 114%per month,15%annually,added to pest SALES TAX _ tIH1'll'11.':St us accounts. TOTAL z CUSTOMER SIGNATURE DATE AMOUNT STONEWAY DELIVERY TICKET 01329 CONCRETE REMIT TO: 1226-1000 DER DESK ACCOUNTING 1915 MAPLE VALLEY HIGHWAY • RENTON, WA 98055 EAT L DTH AYE.S. 762.2566 SEATTLE, WA 98108 MAP LOCATE LEAVE PLANT ARRIVE JOB LEAVE JOB ARRIVE PLANT DATE CUSTOMER NO. ORDER NO. CUSTOMER P.O.OR JOB NO. PLANT NO DELIVERY TICKET NO. CUSTOMER NAME SPECIAL INSTRUCTIONS: 1 W11.',... _-M[�Rl iNO CON,,*, t- JOB ADDRESS TH ilia) 1,1 q c. H t'I f 1111 PRODUCT •r 4G. 540 Dross 23. 220 Tare '3, .320 NET rcO:l OCS BASE COURSE—CAI_I_ CET) 1. 00 TON r 00 t` FIN T POITIFPIT01 911L1RCHA DRIVER TRUCK NO. ORDERED BY RELEASE—CUSTOMER RELEASES AND AGREES TO HOLD LH 01 IQ,� ,} HARMLESS THE STONEWAY CONCRETE COMPANY FOR ANY SUB-TOTAL DAMAGE TO HIS REAL OR PERSONAL PROPERTY CAUSED BY TAX CODE TIME DUE DISPATCHER DELIVERY OF MATERIALS LISTED ABOVE,PAYMENT DUE BY 10TVV F MONTH.1 114%per month,15%annually,added to past SALES TAX due accounts. TOTAL i CUSTOMER SIGNATURE DATE AMOUNT STONEW" DELIVERY TICKET .01328 CONCRETE 12216-1000 ER DESK REMIT TO: gCCOUNTING 1915 MAPLE VALLEY HIGHWAY RENTON,WA 98055 EAT LOTH AVE. S. 762-2555 SEATTLE,WA 98108 MAP LOCATE LEAVE PLANT ARRIVE JOB LEAVE JOB ARRIVE PLANT DATE CUSTOMER NO. ORDER N0. CUSTOMER P.O.OR JOB NO. PLANT NO DELIVERY TICKET NO. ri. CUSTOMER NAME SPECIAL INSTRUCTIONS: JOB ADDRESS Owl mrL."'ell E COURGL: c AL.L CE D 10. i - lk"IRIONMENYRL. BURCHri DRIVER TRUCK NO. ORDERED BY EL EASE—CUSTOMER RELEASES AND AGREES TO HOLD 1*I) I�� ARMLESS THE STONEWAY CONCRETE COMPANY FOR ANY SUB-TOTAL AMAGE TO HIS REAL OR PERSONAL PROPERTY CAUSED BY TAX LADE TIME DUE DISPATCHER ELIVERY OF MATERIALS LISTED ABOVE.PAYMENT DUE BY OTH'OF MONTH.1.114%par month,IS%annually,added to past SALES TAX I`T r.:I :`i;7 i�hl t:)Pr1'Ita ue accounts. TOTAL LL i CUSTOMER 613NATURE DATE AMOUNT DAILY INSPECTION DIARY r�, '�// CO REPORT # DAY: ���� �AYDATE: /�d/� WORK PERIOD: a.m./-$.a�. to I e-.w./p.m. WEATHER: (��t� ( (TEMP. MAX �°F MIN '� 0 °F PRECIPITATION: WORK ACCOMPLISHED TODAY: M�12Llr. D Lo�JST rU'��A2 T-gL 1�ASE Cot� 2b� ���� po2� 2,Y 1zoA.�u�1�Y YATC�I c5 pL1:aA -7nA lc� rt s Few l�l -I �IJ ( f`b2t�A►.1 =tit�2M t= O -�rAts �JyTtv2 T4AT t�41E� VI( PLA,d A ee-e-MP-,Klr-.fT PATC,(-1 >�� Cr r.sTIZA r✓ 9Z T-rt=�n� ZT�M u►si-r -ror;�aY �Z.er-�A�s . S . 12-" RCP R PF- L-• F, 5 . 5 a�'�� r —$ ImpoelTED 1sL. 5, r LL T0KI 35 .91 1 1 (rQ DVE�F_ LAY Tb�4 NoT L°♦aMP�T�I� 1z , C A ub 6 1 , F, t�f-j'j . - Fa c A►J )- CASE f�1G �� !- D?Fe . ( - Pca r� '�DMP rr� CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: STONEWAY ROCK A RECYCLING DELIVERY TICKET ACCOUNTING:9125 TENTH AVENUE SOUTH SEATTLE,WA 98108 • (206)762-2566 ACCOUNTING 762-2566 GROSS BLACK RIVER QUARRY SALES/PLANT& 6806 SOUTH 140TH ST. • RENTON,WA 98055'• (206):22&100o ORDER DESK 226-1000 TARE SUNSET QUARRY FAX (206)763-4178 9M RENTON-ISSAQUAH RD.S.E. • ISSAQUAH,WA 9BDZ7 • (206)2261000 NET MAP LOCATE LEAVE PLANT ARRIVE JOB LEAVE JOB ARRIVE PLANT DA _T CUSTOMER NO. ORDER NO. CUSTOMER P.O. B NO. _ PLANT NO. �" ELIVERV T6 9 3 CUSTTOM,ER NAME SPECIAL INSTRUCTION POINT OF ORIGIN[' JOB ADDRESS ' QUANTITY PRODUCTS PRICE AMOUNT III Fine Concrete State Blend 42020 42010 42040 42050 MVO 718$5 11/2 ®4 Pea Pit Run-- t 5202 5201 5203 5207 Top Coarse 1/2-11/2 Coarse 11/2" Minus a/4-2"Coarse r D PJC-63046 63042 63030 „VIM..-,- r l Base Coarse 2"-4"RIC' 2"-4" Rook 4'-8" Roar `- �IE% R/C 63045 63057 63055 63065 Quarry Rock B.R. Pit Run Screenings Trkrrrl. �•— 63095 03056 63080 70013 � Solo • 70012 6 TONS EXTRA HAUL 70001 .MIN.LOAD 12TONS MATERIALS BROUGHT IN CONCRETE Solo Dup CONGA.WIREBAR or WIRE T&T Dump 92011 ASPHALT En92D 4 P DIRT MINIMUM DUMP DRIVER TRUCE O. ORDERED BY RELEASE CUSTOMER RELEASES AND lb - f AGREES TO HOLD HARMLESS STONSWAY SUBTOTAL TAX CODE TI E DUE DISPATCHER ROCK A RECYCLING FOR ANY DAMAGE TO ANY REAL OR PERSONAL PROPERTY CAUSED BY DELIVERY OF MATERIALS LISTED ABOVE. SALES TAX TOTAL CUSTOMER SIGNATURE DATE AMOUNT WARNING:Freshly mixed cement,mortar,concrete or grout NOTICE Our drivers make every effort to place materials may cause skin injury.Avoid contact with skin where possible STONEWAY where customer designates but Stoneway Rock&Recycling and wash exposed skin area promptly with water.If any cement assumes no responsibility for damages inside curb or prop. mixtures get into eyes,rinse immediately and repeatedly with ROCK A RECYCLING any line.Claims for shortage will not be allowed unless made water and gal prompt medicarsllention. AN EQUAL OPPORTUNITY EMPLOYER at the time this material was delivered. TREP OUT OF REACH OF CIRLDREN DAILY INSPECTION DIARY ,,cc�� J �� 3n REPORT 11 /9 DAY: IUD`-0At DATE: / 9 0 WORK PERIOD: ! ^ a.m./p-. . to s m./p.m. ?�L'! WEATHER: TEMP. MAX —5,C) OF MIN 4O OF PRECIPITATION: WORK ACCOMPLISHED TODAY: 1� 1jt1y CAvJST"2�rC C[U�T CAt�PLF Tab T`Eti� 1.5G`�I 5 4 &7-P.._uc7- .s C'_ it` [-rt~ �I C V�I�Sl1C� �GC, L�C,AT �FT e C.u7m t A TN E_ ���".} �� T �.T i.�1-��T �.�T• �y`fb'+J Q 'T'�'C. �f2�-� C5^-� ��1 'L�I��T ^ T ' rlly L1C>VQC� `�-r�1 ST -ro TCz.A F-F t G TO DATA (ZEr142--S Ttz.�rx a Xc SA�err L-, S C PLp—Tt �n 24 " CrIP g.Q Cor1p ETi✓ � Four�yn•,-tn�.� P�A'��LiA ' �r 1. `I� t4 Co,1Pt�TE. 'Lr+��PnC'T �AJLFI t_. �t.1 54 " TCPL kcC p ootCLLl1.� / LIS corlP% PTt l31 Etz ost o r,s C.��srcz�! L, S Cat q P��i✓T� l4 �ZE Srtb�A� Ibr.l L.p S Q,h min . CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY J r' REPORT �l DAY: DATE: _I /6 &&^WORK PERIOD: tos-fT_/P.m. WEATHER:Cv�r� TEMP. MAX °F MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: ff� ) la 7r ' E� 1. �`� 10 PiPL Li D r r-- —r f T 1�)f&q , CONTRACTOR SIGNATURE INSPECTOR SIGNATURE V I DATE: ( [ r r t DAILY INSPECTION DIARY �i/ REPORT # DAY: I-- -T DATE: I / /)�1U WORK PERIOD:1 a.m./p.ok to� air /p.m. WEATHER: L-i L ��G TEMP. MAX 2- OF MIN OF PRECIPITATION: C)K)Y-- WORK ACCOMPLISHED TODAY: r., t�i •TI fT ; �, t ckU tAl Kw,M. G u f� l I l :V f� k ?r.?l-T13.10AL, ` u ��Y t2 ke L [ (_L. �tJ L L-n t2LcXr-! LL Will P 4LLA,-7 Pr-� V- T F L.AC —�:-t7 �rc-fj FLATS K - C t .I ` L r.!C'T , CONTRACTOR SIGNATURE INSPECTOR GNATURE DATE: R CITY OF RENTON '� Planning/Building/Public Works Department Earl Clymer, Mayor Gregg Zimmerman P.E.,Administrator January 2, 1996 Chip Graeber Gary Merlino Construction Company, Inc. 9125 - 10th Avenue South Seattle, WA 98108 SUBJECT: SOUTH 7TH STREET/MOSES LANE STORM SYSTEM REPAIR PROJECT CAG-95-108 Dear Mr. Graeber: We have reviewed the following contract items you delivered to Mr. Dotson on December 23, 1995. The following are our comments and requests: 1 . The traffic control plan is approved as submitted, signed copy attached. 2. Reinforced concrete pipe joint detail is approved as submitted. 3. Catch Basin shop drawing is approved as submitted. 4. Aluminum CMP Storm Drainage Pipe is approved provided that it is 16 gage Aluminum CMP and meets the requirements of Bid Item #6, and water tight bands are used. The special provision for pipe treatment 1 is not required if aluminum CMP is used. Please provide the following items: 5. Import backfill gradation information showing that it will meet contract document specification 9-03.19 (9-03.10). 6. Quarry Spall gradation information showing that it meets contract document specification 9-13.6. 7. Provide material information for Bid Item #5 showing 12" RCP pipe meets or exceeds Class IV RCP pipe. For your information, I've included a copy of the final pre-construction meeting notes. Please send the requested items as soon as possible. If you have any questions, please contact Mike Dotson at (206) 277-6192. Sincerely, o Ron Straka, P.E., Engineering Supervisor Surface Water Utility H:UTI L/DOCS/96-00021MDD:ps 200 Mill Avenue South - Renton, Washington 98055 CITY OF RENTON TRANSPORTATION SYSTEMS-TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN CONSTRUCTION COMPANY: G"ra 'YID 1:... C..r7 C.- APPI- DATE: ADDRESS: 9/2S /o a 4� S• PERMIT 1: &, {#6- z&14 98/oa PHONE /: CONSTRUCTION SUPERINTENDENT: J:.-. 6..4 MOB./CEL. 1: (z•+6) 6/z-o6�1�/ CONSTRUCTION LOCATIONS 7' 3- �16 s..s 6,-V FAX 1: (z oa 7el-y/ 78 WORE TIME: 7To AI., _ 4:ay/' n APPROVED BY: WORK DATE: /- a 77-\ /- 7/ APPROVAL DATE: NOTES: 1) CALL 911. FIRE & POLICE DEPARTMENTS BEFORE ANY CLOSURE. USE LOCAL PHONE. 2) THIS PLAN MUST. BE SUBMITTED AT LEAST THREE (3) WORKING DAYS PRIOR TO WORK. COMMENTS: All w r� r+/ ✓' J l� �i 00T� �- =/i!7G-uJ. a.! </ /, T'f• d1 FI � o., J.-1- +r // f•„,... Z F r�.. n..� �� e/.s� 1 Y A s 9� •c.t- - SKETCH I i NORTH I 1 ( 1 ' ¢ I II I A I _ I � I I I � I A 1 I I I have been informed of my responsibilit s for traffic control and �rnA OR r- agree to comply with all traffic regulatio s of the City of Renton. INSPECTOR VEIL wArrs SIGNATURE: DATE: /Z -zz-9s POU r JaE PEAg FlRE JM GRAY PRECONSTRUCTION MEETING NOTES S 7TH ST / MOSES LANE STORM SYSTEM REPLACEMENT PROJECT City Hall - 5th Floor Conference Room - November 30, 1995 City Project Manager: Mike Dotson (206) 277-6192 FAX (206) 235-2541 City Inspector: To Be Assigned 235-2529 Merlino Construction Co Brian Kittelson 762-9125 • Anticipated Starting Date: January 2',' 1996 PRIVATE UTILITIES: U.S. West Communications - Frank Forest 345-2968 • No problems or concerns. Line crossing S 7th street at east limits of project. Call forlocates. Puget Sound Power & Light - Karen Sharp 454-6363 ext. 816327 New address: Puget Power, 400 W. Gowe St. N 310, Kent, WA 98032 No problems or concerns. Use "One Call" for Utility locates ( 1-800-424-5555 ) . . TCI Cable of Washington - Bill Gebenini 433-3434 ext. 3098 Over head lines in the project area. No concerns or conflicts. Washington Natural Gas - New Contact Joe Jainga, Supervisior Operations, 447-3292 • Line that crosses 7th and extends up Moses Lane cannot be shut off. Contractor will support line during construction. METRO (Bus routes)- Mary Malcolm 684-2732 • Let them know if construction will block a bus stop. METRO (Sewer) - Left message with Bill Mustered, he has not returned my call. FIRE PREVENTION: 1. Call 911 ( from local phone to get Renton dispatcher ) at least 24 hours in advance of any work in the right-of-way. Let them know where the construction area is as the project proceeds. Page 1 • If you use a cellular phone call 854-2005 to get the Valley Dispatcher ( cellular calls to 911 go to State dispatcher in Bellevue, doesn't cover work in our ROW ) 2. Any temporary on-site fuel supplies must be permitted through Fire Prevention. 3. Maintain minimum 20 foot street width at all times for emergency equipment access. 4. Any shoring and temporary steel plating must be able to support weight of emergency equipment in all types of weather. 5. Access to the fire hydrant at Moses lane will be blocked during construction. Keep the area around the hydrant clear of any equipment and debris so Fire Dept. could reach it during an emergency. • If a fire hydrant is out of service put a burlap bag over it, and notify the Fire Dept. WATER: 1. Water service to businesses or homes . is not expected to be disturbed during construction. Contractor will inform City if any breaks in service occur, City will do repairs. 2. Support existing mains during construction, do not damage. Take care compacting backfill below the water mains so they are fully supported and do not settle. Maintain a minimum 12-inch vertical separation. 3. Call 911 if the water main needs to be shut off (emergency only). For all other water mains or valve shut offs call Renton Water Department at 235-2646. Discuss and inform City Inspector before calling. SANITARY SEWER: There are no city sewer lines in the area of construction. No side sewer cards were found for this area. A METRO trunk line is located in S 7th ST, as shown on the plan STORM: 1. Contractor is required to maintain the operation of the existing drainage system during the project. Provide a Work Plan to the City showing the proposed construction sequence and how drainage will be maintained. 2. Contractor is responsible for locating and potholing all existing utilities in advance of pipe installation to verify that the required vertical and horizontal clearances exist. Notify the Inspector/ City of any vertical conflict or differences from the plans prior to proceeding with construction. 3. Good erosion control measures are to be exercised at all times. Prevent any sediment from washing into the existing catch basins and storm system. If sediment is washed into the existing system the contractor will be responsible for removing it. 4. All pipes and materials shall be per approved plan. Page 2 5. Backfill shall be compacted to at least 95% of maximum density. Very important to get good compaction to avoid settlement of road and existing utilities. Compaction testing is required as part of the bid item for pipe installation. Test first sections constructed and provide City Inspector with compaction test results to demonstrate that compaction requirement is being met. Once the operators are familiar with the compaction effort needed, the contractor may test on a less frequent basis. The City Inspector may require compaction test any time he feel compaction requirements are not being met. 6. City wants a nice smooth grout inside the CB. 7. The new storm system must be flushed and cleaned before inspection. The system must be inspected and accepted by the City Inspector, Maintenance Section and Engineer before normal flow will be allowed into it. • Soil Stability For Excavation Reference geo-tech report at AM/PM project site. TRANSPORTATION: 1. "Manual On Uniform Traffic Control Devices" (MUTCO) shall be followed for routing traffic. 2. Contractor shall file a Traffic Control Plan. Obtain form at 4th floor service counter, fill out, have reviewed and approved by Transportation (Bryson Huie 277-6222 or June Aesquivel 277-6222). 3. Contractor shall not leave trenches open overnight. 4. Truck hauling is limited to the hours of 8:30 to 3:00 on arterial streets. 5. Advanced warning signs per MUTCO. An arrow board is required on the approach to the taper. 6. Lane closures by 28" minimum reflectorized traffic cones, 36" barrels would be preferred. 7. Prior to closing one lane access would need to be provided to affected businesses. 8. Flaggers are required if trucks are going to be loaded or unloaded in the adjacent lane on S 7th Street. 9. Traffic Control plan must address pedestrian traffic in the construction area. GENERAL: 1. CALL FOR INSPECTION (24 HR NOTICE) BEFORE YOU START WORK. 2. Call to locate Utilities at least 2 working days before you dig 1-800-424-5555 3. Work hours for work in right-of-way are weekdays, 8:30 AM to 3:00 PM. Saturday by approval only and no Sundays. 4. Overtime for City inspectors takes special authorization. Pay schedule is $50 per hour for overtime. Page 3 � . 4 5. Keep the streets clean. 6. Haul legal loads. 7. Keep a set of approved drawings on-site at all times (the ones with the City stamp and signatures). S. All utilities must be inspected prior to backfill. Page 4 PRECONSTRUCTION MEETING SIGN-UP LIST S 7th Street STORM SYSTEM REPLACEMENT PROJECT City Hall - 5th Floor Conference Room - November 29, 1995 Name / Phone # Company and Address FAX # Mike Dotson Renton Surface Water Utility (206) 235-2541 277-6192 200 Mill Avenue S, Renton, WA 98055 Cl, '/o Gr 6" G-'n Co_ 'T- 76L-S�zS 9izs i, ff q se. �,. u,4 sa�oa �c3- 4'�73 ;2,77- YV�ZZ S- 26yz PUjTu-� Sfbp45JI 277- G2Z7 Page 5 CITY OF RENTON TRANSPORTATION SYSTEMS-TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN CONSTRUCTION COMPANY: ,Ir4Ma, /%-. G...T C., APPL. DATE: ADDRESS: g/2S /o y a . sS • PST Sa. /6- 464f 98/oc8 PHONE g: (ice) T6z-9/13 CONSTRUCTION SUPERINTENDENT: .57 MOB./CEI_ 1: (i°e) biz-o6vy CONSTRUCTION LOCATIONS 7$ cF 6D'/os-.s G/i/ FAX /: ($•e 763-y/ �'d - WORK TIME: 7'1 c A�•- - ���/�*'� APPROVED BY: q WORK DATE. /- 2- T(.\ )- 3/ APPROVAL DATE: 1.2 /2 2- /rJ-- NOTES: 1) CALL 911. FIRE k POLICE DEPARTMENTS BEFORE ANY CLOSURE. USE LOCAL PHONE. 2) THIS PLAN MUST. BE SUBMITTED AT LEAST THREE (3) WORKING DAYS PRIOR TO WORK COMMENTS: /4// w� d � s </ b oo-T F/ !p. aU- TY SKETCH I NORTH I I I I � I l I I I I � ' 4 I - I Y ' I I j 1 I I have been informed of my responsbilit s for traffic control and LINSPECTOR T agree to comply with all traffic re ulatio s of the Cityof Renton. 9 P y 9 SIGNATURE: �—z DATE: �z-zz-ss JIM GRAY PRECONSTRUCTION MEETING NOTES S 7TH ST / MOSES LANE STORM SYSTEM REPLACEMENT PROJECT City Hall - 5th Floor Conference Room - November 30, 1995 City Project Manager: Mike Dotson (206) 277-6192 FAX (206) 235-2541 City Inspector: To Be Assigned 235-2529 Merlino Construction Co Brian Kittelson 762-91 25 • Anticipated Starting Date: January 2 1996 PRIVATE UTILITIES: U.S. West Communications - Frank Forest 345-2968 No problems or concerns. Line crossing S 7th street at east limits of project. Call forlocates. Puget Sound Power & Light - Karen Sharp 454-6363 ext. 816327 New address: Puget Power, 400 W. Gowe St. N 310, Kent, WA 98032 No problems or concerns. Use "One Call" for Utility locates ( 1-800-424-5555 ) • . TCI Cable of Washington - Bill Gebenini 433-3434 ext. 3098 Over head lines in the project area. No concerns or conflicts. • Washington Natural Gas - New Contact Joe Jainga, Supervisior Operations, 447-3292 • Line that crosses 7th and extends up Moses Lane cannot be shut off. Contractor will support line during construction. METRO (Bus routes)- Mary Malcolm 684-2732 Let them know if construction will block a bus stop. METRO (Sewer) - Left message with Bill Mustered, he has not returned my call. FIRE PREVENTION: 1 . Call 911 ( from local phone to get Renton dispatcher ) at least 24 hours in advance of any work in the right-of-way. Let them know where the construction area is as the project proceeds. Page 1 • If you use a cellular phone call 854-2005 to get the Valley Dispatcher ( cellular calls to 911 go to State dispatcher in Bellevue, doesn't cover work in our ROW 1 2. Any temporary on-site fuel supplies must be permitted through Fire Prevention. 3. Maintain minimum 20 foot street width at all times for emergency equipment access. 4. Any shoring and temporary steel plating must be able to support weight of emergency equipment in all types of weather. 5. Access to the fire hydrant at Moses lane will be blocked during construction. Keep the area around the hydrant clear of any equipment and debris so Fire Dept. could reach it during an emergency. • If a fire hydrant is but of service put a burlap bag over it, and notify the Fire Dept. WATER: 1. Water service to businesses or homes . is not expected to be disturbed during construction. Contractor will inform City if any breaks in service occur, City will do repairs. 2. Support existing mains during construction, do not damage. Take care compacting backfill below the water mains so they are fully supported and do not settle. Maintain a minimum 12-inch vertical separation. 3. Call 911 if the water main needs to be shut off (emergency only). For all other water mains or valve shut offs call Renton Water Department at 235-2646. Discuss and inform City Inspector before calling. SANITARY SEWER: There are no city sewer lines in the area of construction. No side sewer cards were found for this area. A METRO trunk line is located in S 7th ST, as shown on the plan STORM: 1. Contractor is required to maintain the operation of the existing drainage system during the project. Provide a Work Plan to the City showing the proposed construction sequence and how drainage will be maintained. 2. Contractor is responsible for locating and potholing all existing utilities in advance of pipe installation to verify that the required vertical and horizontal clearances exist. Notify the Inspector/ City of any vertical conflict or differences from the plans prior to proceeding with construction. 3. Good erosion control measures are to be exercised at all times. Prevent any sediment from washing into the existing catch basins and storm system. If sediment is washed into the existing system the contractor will be responsible for removing it. 4. All pipes and materials shall be per approved plan. Page 2 5. Backfill shall be compacted to at least 95% of maximum density. Very important to get good compaction to avoid settlement of road and existing utilities. Compaction testing is required as part of the bid item for pipe installation. Test first sections constructed and provide City Inspector with compaction test results to demonstrate that compaction requirement is being met. Once the operators are familiar with the compaction effort needed, the contractor may test on a less frequent basis. The City Inspector may require compaction test any time he feel compaction requirements are not being met. 6. City wants a nice smooth grout inside the CB. 7. The new storm system must be flushed and cleaned before inspection. The system must be inspected and accepted by the City Inspector, Maintenance Section and Engineer before normal flow will be allowed into it. Soil Stability For Excavation Reference geo-tech report at AM/PM project site. TRANSPORTATION: 1. "Manual On Uniform Traffic Control Devices" (MUTCO) shall be followed for routing traffic. 2. Contractor shall file a Traffic Control Plan. Obtain form at 4th floor service counter, fill out, have reviewed and approved by Transportation (Bryson Huie 277-6222 or June Aesquivel 277-6222). 3. Contractor shall not leave trenches open overnight. 4. Truck hauling is limited to the hours of 8:30 to 3:00 on arterial streets. 5. Advanced warning signs per MUTCO. An arrow board is required on the approach to the taper. 6. Lane closures by 28" minimum reflectorized traffic cones, 36" barrels would be preferred. 7. Prior to closing one lane access would need to be provided to affected businesses. 8. Flaggers are required if trucks are going to be loaded or unloaded in the adjacent lane on S 7th Street. 9. Traffic Control plan must address pedestrian traffic in the construction area. GENERAL: 1. CALL FOR INSPECTION (24 HR NOTICE) BEFORE YOU START WORK. 2. Cali to locate Utilities at least 2 working days before you dig 1-800-424-5555 3. Work hours for work in right-of-way are weekdays, 8:30 AM to 3:00 PM. Saturday by approval only and no Sundays. 4. Overtime for City inspectors takes special authorization. Pay schedule is $50 per hour for overtime. Page 3 5. Keep the streets clean. 6. Haul legal loads. 7. Keep a set of approved drawings on-site at all times (the ones with the City stamp and signatures). 8. All utilities must be inspected prior to backfill. Page 4 PRECONSTRUCTION MEETING SIGN-UP LIST S 7th Street STORM SYSTEM REPLACEMENT PROJECT City Hall - 5th Floor Conference Room - November 29, 1995 Name / Phone # Company and Address FAX # Mike Dotson Renton Surface Water Utility (206) 235-2541 277-(6�192 / 200 Mill Avenue 5, Renton, WA 98055 // 76L-��ZS 9 zs �Qu q s �. u✓! ss�oa 7tt- S'/73 R�,,.d �i 2e��✓ ✓ z77_ yVZt/5 Page 5 01/04/96 16:57 N0.001 P001/001 2063a86910 ;;. 01/04/96 THU 16:00 FAX 2063486910 PIPE PLANT MERLINO It 002 i I Associated AMAW81ed send&&ravel 147-�. Company Inc. is �it 630001enwood Ave. 1 4-96 /� RG.gas 2477 A, /Lc^ sy _k� Everen,wA%2n Everert(2W)355-2111 $9et[le(2061824'=1 H Gary Merlil o Construction 9125 loth. Avenue South Seattle Washington, 98108 , Attention: hip 1 Brad RE: Cer>jification of Concrete Pipe Items: Cityf of Renton 7 L Sewier Replacement I Gentlemen:l This is to i ertify that our concrete pipe items to be supplied to subject job are made in accordance With and are equal to or exceed the following applicable specifications Description Specification ;! 12" dia. Reinforced Concrete Sewer ASTM C76, Class 5 Reinforced Concrete Pipe & Drain Pipe ASTM C443 Rubber Gasket Joint (: Sincerely, Ray V. Freiman Engineering) Concrete Products ICI y 01 A5,50 5,5 e•b ee 250.( LA IwaSN.�213.01 AS•SO�CS Cp,77250•IALw6KAl wA3e2d ;y " T CITY OF RENTON Planning/Building/Public Works Department 191- 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 STREET/MOSES 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. Stka, P.E., Engineering Supervisor Surface Water Utility Receipt of this NOTICE TO PROCEED is hereby acknowledged this .Ze day of December, 1995. CONTRACTOR: By: Title: H:DOCS:95-1048:MDDAR'ps CC: Ron Olsen Mary Burgy 200 Mill Avenue South - Renton,Washington 98055 ® This paper contains 50%rMoled material,25%post consumer LETTER OF TRANSMITTAL TO: City of Renton DATE: 1/2/95 Department of Public Works RE: 7TH S/ MOSES LANE SD 200 Mill Avenue South Renton, WA 98055 ATTN: RON STRAKA We are sending you: Attached Under separate cover via the following items: Plans Shop Drawings ❑X Submittal(s) Specifications Samples Change Order(s) Copy of Letter Other: No. of Copies Bid Item Description 1 CRUSHED ROCK FOR BACKFILL The above items are transmitted for your action as noted: For Approval �X For Your Use L]As Requested FIFor Review/Comment For Correction Approved as Submitted FIReturned for Corrections Approved as Noted Other: Notes: Sincerely: GARY MERLINO CONSTRUCTION CO., INC. Ray ( Chip ) Graeber Estimator/ Project Manager Copies to: rl CASCADE TESTING LABORATORY, INC. TESTING 3 INSPECTION N.E. 1 PLACEKIRKLRKIND7, eASNININGTON, 98031 (208) 623-9000 GRAIN SIZE DISTRIBUTION TEST REPORT Ci 6 = = c = o q ———-SPecirlcotron: 100 _ i + 12 $ 0`7 5/8" CruMed 1\ 90 S 80 70 w \ 60 U- \ z 50 w W 40 \ 30 \ 20 10 0 r 200 100 10.0 1 .0 0. 1 0.01 .001 GRAIN SIZE — mm GRAVEL 9. SAND 1 9; SILT 9. CLAY 7 0 . 0 48 . 4 44 . 6 7 . 0 SIEVE SIZE f, PASSING SPECS 0.625" 100.0 100.0-100.0 Project No. : 9401-26 Date: 01 -16-94 0.5.. 97.6 Project : North Renton Industrial Access 0.375"' 84. 1 Location: 0.25" 60.0 55.0-75.0 #4 51 . 6 MATERIAL DESCRIPTION #8 35.7 WSDOT Top Course #20 20.4 5/8" minus Top Course #40 14. 9 8.0-24.0 Remarks: #80 10. 6 Client : Merlino Construction #100 9 .5 #200 7.0 0.0-10.0 Source: Stoneway TESTED BY CHECKED BY Tan Duncan Ken Foot SUEM iTTED � fi // A. Gary Merlino Construction (OVI Company Inc. LETTER OF TRANSMITTAL TO: CITY OF RENTON DATE: 12/22/95RE: SOUTH 7TH ST/MOSES LANE SD 200 MILL AVE SOUTH RENTON WA 98055 ATTN: We are sending you: ❑X Attached Under separate cover via the following items: Plans Shop Drawings oSubmittal(s) Specifications Samples Change Order(s) Copy of Letter Other: Bid Item Description No of Conies 9 TYPE 2 CB 54" 1 The above items are transmitted for your action as noted: For Approval For Your Use E]As Requested For Review/Comment For Correction F�APP roved as Submitted Returned for Corrections Approved as Noted Other: Notes: Sincerely: GARY MERLINO CONSTRUCTION CO., INC. Ray ( Chip ) Graeber Estimator/ Project Manager 9125101h Ave South Seattle WA 98108 2061762-9125 FAX 2061763-4178 COPY TO: P.O. NO. ACGt.JNT N0. �j CUSTOMER (�f7 2P�/�� DISPATCH ❑ SALESMAN ACCOUNTING ❑ JOB NAME mom' s DEL. DATE 12-4`)� TIME PHONE NO. CORING ❑ DATE ORDERED /Z ' G/� - PRODUCTION ❑ TY / DESCRIPTION S OPERATIONS QUANTI ❑ -- Glfi� 76z - J/zS z DWN BY: `''EIle—EN GR CHK' -�3, d c CATCH BAS1N5 RUNG ' PLAN SET DATE: LADDER MISC BASE T SIZE i' 2' 3' 4' 5' 6' CONE FLAT TOP STEPS 5,; 48» r': ): ; W PADS Zd' q ?' ;7 54" W CB m0. cow I s- r CORED BY: a M m CHECKED BY: N ' BASE SECT. CUT SIZE 1' 2' 3' 4' 5' 6' CONE FLAT TOP LADDER MISC N STEPS ADJ 48" W PADS o , 54" N a 60" w CB 72" 0 w CORED BY: N y CHECKED BY: n Y '_ Gary Merlino Construction Company Inc. LETTER OF TRANSMITTAL TO: CITY OF RENTON DATE: 12/22/95 200 MILL AVE SOUTH RE: SOUTH 7TH ST/MOSES LANE SD RENTON WA 98055 ATTN: We are sending you: ❑X Attached Under separate cover via the following items: Plans ❑X Shop Drawings ElSubmittal(s) Specifications Samples Change Order(s) DCopy of Letter Other: No. of Copies Bid Item Description 1 5 RCP STORM DRAIN 12" The above items are transmitted for your action as noted: �X For Approval For Your Use E]As Requested For Review/Comment For Correction Approved as Submitted Returned for Corrections Approved as Noted Other: Notes: K-U A ' Sincerely: n .C�,`U j arc 5w6�'�tjs GARY MERLINO CONSTRUCTION CO., INC. �11 S �-tv S T T4 f Ray ( Chip ) Graeber t 4 PP104 v7 Estimator/ Project Manager h S �arA„I}-�� , C 9125101h Ave South Seattle Wit 98108 2061762-9125 FAX 2061763-4178 ea- 2063486910 12/22/95 FRI 08:45 FAX 2063486910 PIPE PLANT _. _ ��-� KERLINO ¢J002 -- 49 Associated EVERETT PIPE DIVISION P.O.Bat 2037 EwenVAddAPM 98203 • Evernr: 120b)35i-2117 • Searle: (206) 624.030I • Fax: (Z06)348 6910 JOINT • E [ NFORCED PI PE Joint and gasket conforms to ASTM C443 D i E F { at E o cYp•,:.. m m L L V m O o O P Laying length�C v : PIPE SIZE(laside Diameter) Drawing 18" 21" 24" 2r Dimensians 12" 15" A 21/f 2t/f 21/2' 23/4' B 1 la 1 3/4' Z 1 3/C i 1/f C 8' 8' 8' 8' 81 p 7/6' 7/e• 7/8' 7/0 71f 7/B' E 1 1/164 1 1/16' 1 We 1 in6' 1 1/16' 1 lnb' f 13/16' 13/16' 13n6' 13n6' 13/16• � 13/16' H i s/8 1 ur 1 5/8' 17/8• 1 7/8- 1 s/8' % m 1 2 3/8• 2 3/8, 2 7/3• 2 5/3• 2 5/a' 2 3/4' L 1T 18• 23• 261/f 30' 33In' M 5' 5' p 10' 231/f 27' 30' 33' 35 3/4' P 31/2' 3I/f 3 i/2' 31/7' 31/70 I 3 tit' lLWT 951 1,136 1,568 1,800 2,320 1 Z708 Gary Merlino Construction Company Inc. LETTER OF TRANSMITTAL TO: CITY OF RENTON DATE: 12/22/95 200 MILL AVE SOUTH RE: SOUTH 7TH ST/MOSES LANE SD RENTON WA 98055 ATTN: We are sending you: �X Attached Under separate cover via the following items: Plans �X Shop Drawings DSubmittal(s) Specifications DSamples Change Order(s) DCopy of Letter Other: No. of Copies Bid Item Description 1 6 CMP STORM DRAIN 24" The above items are transmitted for your action as noted: Ex1For Approval For Your Use E]As Requested For Review/Comment For Correction Approved as Submitted Returned for Corrections Approved as Noted Other: Notes: Sincerely: GARY MERLINO CONSTRUCTION CO., INC. Ray ( Chip ) Graeber Estimator/ Project Manager 912510th Ave South Seattle WA 98108 2061762-9125 FAX 2061763-4178 A \zip ���� � Pti P.002/Oe4 DEC-18-1995 14:50 H D FOWLER CO -� L LC long lengths,and joints that Typical Corrosion Losses for ALUMINIZED STEEL Type 2 Coating have positive pull-apart resis- and Galvanized Coating tance and the ability to adjust to yielding foundations. eIPFSEcrION wlacrrr LOSS TN GRAMS Pipe and pipe-arch are 8-Year Data 24-vear Data* !? ALUMINIZ.F.n ALt1MINIZED available in four corrugations site Dia. STEEL T ype 2 GalvanizW ype2 Calvatixert 5'rF.ELT (2 z/,"x I/2",3"x 1", 125mm x -- 25mm,and ULTRA FLO's 3/4"x Portsmouth,NH................15" 60 1152 178 >1500 3/4"x 7 t/ Lyle.MN .........................21" 8 314 31 788 _ rib corrugation)and Montrose.CO....................IS" 35 290 79 709 ' in all standard diameters and Belle Fourche.SD..............21" 0 04 3 223 16 gage through 10 gage. Brookville,OH................._21 18 zsn 21 578 1 'ALUMINIZED STEEL Type 2 installed in 1952.Galvanized specimens installed in 1948/ Long-term field testing 1949.Total exlxtsure up to 28 years. Based on extensive data from ' actual field installations dating The results of these Tong- information on the field test or back 34 years,ALUMINIZED term experimental exposures other studies, call your local STEEL Type 2 is a superior have been supported by the CONTECH Sales Engineer. product for storm sewer and inspection of additional installa- drainage projects. It has better tions put in service in 1952-53.A dard specifications corrosion resistance than total of 135 ALUMINIZED STEEL j. TM A 819 and AA5IITO galvanized structures and Type 2 culverts were installed at "I °.,:displays better abrasion resis- that time in 20 states. A separate M 274(ALUMINIZED STEEL W tance. inspection program of a number Type 2 material). Prior to 1953,ALUMINIZED of these sites has been under- 2.AASHTO M 36 and ASTM STEEL Type 2 and galvanized way since 1976, and the durabil- A 760(conduit, pipe). steel culverts were exposed in ity indicated in the 24-year tests sites across the United States. has been confirmed. 3.ASTM A 796 (structural These sites represented a design),AAS]ITO Standard variety of service conditions Independent studies Bridge Design Specifications, including farm field drainage, Many independent studies have Section 12(structural design). fresh water swamps,alkali soils been performed that confirm 4.ASTM A 798(installation). and erosive applications. Test long-term field test.For more installations were sampled After eight years and again after 24 years.Weight loss data gathered These samples were taken from a mildly abrasive site in Oklahoma County, T = at the sites are summarized in Oklahoma- The ALUMINIZED STEEL Type 2 alloy layer at the left is intact, while the accompanying table. the galvanizer)laver has lost all coating and shows minor substrate penetration. In addition to the careful sarnpling and evaluation accom- ` r••s-piished during this 24-year C program, simple visual inspec- .tion revealed that: • The appearance of ALUMI- ax ; k. NIZED STEEL Type 2 was : clearly superior to that of _ conventional metallic coating. b x Is The condition of ALUMINIZED STEEL Type 2 pipe inverts— a critical point in durability design—was excellent. ALUMIN/LED STEEL Type 2 Galvanized (30 years old) (30)vurs old) i 3 I `: PEC-18-1995 14:51 H D FOWLER CO P.003i004 fE - ;OR ALUMINIZED STEEL Type 2 Pipe for added durabofiry Strength of steel, corrosion resistance of aluminum SIEE1 STRIP CONTECH HEL-COR Pipe manufactured from ALUMINIZED PROTliClIVE STEEL Type 2 offers the corro- Sion resistance and surface characteristics of aluminum with the strengnh and economy of t ➢ f ti z r ; CONTECH HEL COR Steel Pipe. y ,..., The product is fabricated from steel coils that have been hot-dip coated in a bath of commercially pure aluminum. The photomicrograph on the!eh shows how the alloy layer metallurgically The coating has uniform thick- bonds the aluminum coating to the steel base metal, as well as how the ness on both sides of the sheet, coating provides continuous protection to the base metal. The same coating with a strong metallurgical protection is provided to both sides of the steel base metal. bond between the metals.The „+ A[,UMtNIZED STEEL Type 2 aluminum coating layer lasts. conducive to accelerated corro- ..* material meets AASHTO specifi- When this layer is eventually Sion actually exist. For example, `, cation M 274. penetrated,there is an underly- low resistivity waters and soils I The coils are then fabricated ing hard aluminum-iron alloy may contain excessive concert- into HEL-COR pipe meeting the layer that provides further trations of corrosive chloride II' requirements of AASHTO specifi- corrosion protection plus some salts.In addition,any dark or k cation M 36.Helically corrugated significant abrasion protection. light gray, blue,or olive-colored steel pipe has been a standard In the environmental range clay constituents observed in a of the construction industry of pH 5 9 and resistivities as low heterogeneous soil should be e for decades. Pipe is fabricated as 1,500 ohm-cm,30-year-old isolated for pH measurement with lock seams or welded installations have shown that since these sometimes contain �i. seams depending on the job the multiple layer coating water-soluble heavy metal salts requirements,and each pipe protection of ALUMINIZED that induce strong acidification end can be reformed to provide STEEL Type 2 provides a service necessitating the use of a bitumi- at least two annular corruga- life at least two times longer nous coating to ensure normal Lions. These annular end corru- than plain galvanized steel. soilside corrosion behavior. gations adapt to most standard In some cases, the pH/ Environments that are far couplings, including CONTECH's resistivity ranges may be ex- outside the recommended pH/ HUGGER Joint. tended somewhat as is the case resistivity ranges should he in and regions where moisture avoided, including acid Good barrier protection availability is generally a control- minewater,seawater, estuary Aluminum forms a passive ling factor, and satisfactory brackish water,and sanitary/ aluminum oxide reaction prod- service life may be realized at industrial sewage. uct film that adds to the service soil resistivities somewhat sw,` life by providing good barrier below the 1,500 ohm-cm lower Ideal for storm sewers protection. This passive film limit. In wetter climates,satisfac- Corrugated steel with the ALU- forms rapidly and maintains tory service life may be realized MINIZED STEEL Type 2 coating better protection over a wider at soil pli values below the 5.0 is an ideal material for municipal environmental range than zinc lower limit when resistivities are storm sewers or any normal t reaction product films.The relatively high. drainage project. ALUMINIZED q,;; passive film is effective in both !n genera], however, environ- STEEL Type 2 pipe offers a hard and soft water. ments outside the recom- durable and economical alter- The passive oxide film will trended pH/resistivity ranges nate to reinforced concrete pipe. endure as long as the free should be subjected to addi- Features include light weight, tional testing to see if conditions DEC-le-1995 14:51 H D FOWLER CO P.004i004 Height-ofscover limits for corrugated steel pipe and pipe-arch 2 2/3'x 1/?'- Pipe 2 2/s"x 1/2"- Pipe-Arch H 20 and H 25 Live Load H 20 and H 25 Live Load w Maximum Corer,Feet Size Maximum Specified Thickness,Inches Round Specified Minimum Cover,Feet 0.064 0.079 0.109 0.138 Equivalent, Span x Rise, Thickness, Cover, 2 Totw/Ft'Comer L298 31f1 Inches Inches Inches Inches Bearing Pressure 199 248 15 17 x 13 0.064 12 is 166 207 18 21 x 15 U.064 11 142 178 '249 21 24 x 18 0.064 12 124 1.15 213 24 28 x20 0.064 12 30 99 124 174 30 35 x 24 0.064 12 36 83 103 145 186 36 42 x 29 0.064 10 42 71 88 124 160 42 49 x 33 0.064 9 48 6'2 77 109 140 48 57 x 38 0.064 9 54 66 93 122 54 64 x 43 0.079 9 60 74 304 60 71 x 47 0.109 9 66 68 88 66 77 x 52 0.109 9 72 12 75 72 83.57 0.133 12 10 3"x 1"- Pipe-Arch 5"x V- Pipe-Arch H 20 and H 25 Live Load H 20 and H 25 Live Load Size Maximum size Maximum Equivalent SpecifiedCover,Feet Equivalent Minimum Equivalen! Specified Minimum Cover,Feet Pipe Span x Rise, Thickness, Cover, 2 Tons/Ft?Corner Pipe Span x Rise, Thickness, Cover, 2 Tona/Ft.'Comer Diameter Inches Inches Inches Bearing Pressure Diameter Inches Inches Inches .Bearing Pressure i. 48 53 x 41 0.079 12 25 72 81 x 59 0.109 12 21 54 60 x 46 OA79 25 78 87 x 63 0.109 12 20 60 66 x 51 0.079 25 84 95 x 67 U.109 12 20 66 73 x 55 0.079 24 90 103 x 71 0.109 18 20 txq 72 81 x 59 0.079 21 96 112 x 75 0.109 18 20 78 87 x 63 0,079 20 102 117 x 79 0.1419 IS 19 84 95 x 67 0.079 12 20 108 128 x 83 0.109 24 19 • j, 90 103 x 71 0.079 18 20 114 137 x 87 0.109 24 19 96 112 x 75 0.079 18 20 120 142 x 91 IU 38 24 19 102 117 x 79 0.109 18 19 108 128 x 83 0.109 24 19 114 1:37 x 87 0.109 24 19 I20 142 x 91 0.138 24 I9 Y x V or 5"x 1"- Pipe Nola H 20 and H 25 Live Load L There tables are for lock-scam or w•ehltd•seam construction.They arc not for rivcttd construction.Consult your coNTECH Sales Diameter Minimum Maximum Cover,Feet Engineer for hnuhbnf-raver tables on rivcttd pure. I 'the haunch areas of a pryt�arch are..the most critic)zone for Of Span, Cover. Specified Thielmess,Inches btckfllling.Ewa care should be taken to provide Koch material:wA Inches Inches 0.04 0.079 0,109 0.138 compscli.m toa point above the sprmj!lino 54 12 56 70 98 126 3. H 20 and If 25 minimum cover is measured from top of pipe to Fif1 I 50 63 88 114 bottom oflbcxlble pavement of tnp of rigid pavement. 66 46 57 80 103 4. The H 20 and H 25 pile arch tables are based on 2 tons par Pt.' 72 42 52 73 95 corner bearing pressures- 78 39 48 68 87 ... Snnle 3'x I'and 5,x I"minimum gager shown for pipe-arch arc due ' 84 36 45 63 81 tonianufacturing limitatmns, 90 39 12 59 76 H For E 80 loadm4.a LT the C ONTECH••Curru;:ntcd Sttc l 11ij,v and Ripe in, Arrbi Catalog uT the A 151.Handbook nLLMINIZED_9TF.I I.'ry i.3 •(''� 9G 1.2 31 39 55 71 1 » nil hr"it,are the.vnr us far galvanized corrugaed sly p-Iw ]02 13 29 37 52 67 For heightaf.s'uvcr tables nu ULTRA Fi.t1 Rix.sec CON'11CC'I l's + �.; 108 35 49 63 ULIKA FLO Cal:lug. 114 32 45 53 e. (10K is HI gage•. 1 20 30 41 54 0 07T is 14 gage. ",A 126 39 50 0.1119'i3 12 gage. 132 36 47 0,r(x-is l0 glee. 138 33 43 144 SS 39 TOTAL P.004 CITY OF RENTON TRANSPORTATION SYSTEMS—TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN CONSTRUCTION COMPANY: L. C"-r, C.. APPL DATE: Iz-Z ASS ADDRESS: `I/LS /0 z 4, S . PERMIT #: ,S-,.//6- 4d/14 98/oc? PHONE #: (z�) CONSTRUCTION SUPERINTENDENT: 5_w 6,16, MOB./CEL #: (z") CONSTRUCTION LOCATION:S. 7 " cP- <y/es-.s C IV FAX #: (Joe 763-Y1 �3 WORE TIME: 7'3o A� — / APPROVED In WORK DATE: APPROVAL DATE: NOTES: 1) CALL 911, FIRE k POLICE DEPARTMENTS BEFORE ANY CLOSURE. USE LOCAL PHONE. 2) THIS PLAN MUST BE SUBMITTED AT LEAST THREE (3) WORKING DAYS PRIOR TO WORK. COMMENTS: _A// 14v:cos w.'// (sy Qo-( se.cr. .iJo -l/ ti9 rt � c.r f•�:.dl Fl.�..- s.'f'i +T •// t..,... 7 F 7h.. n+.o/ /V ,p.rks w4/ SKETCH NORTH I 1 I ( I � 11 � ( �WMhI i / I I 11 I ¢ - I I l � l I I I I have been informed of my responsibilit s for traffic control and OFFICE COPY T- a ree to comply with all traffic re ulatio s of the Cityof Renton. CONTRACTOR 9 P Y 9 INSPECTOR NEIL WATTS SIGNATURE: ��� �z DATE: POUCE JOE PEACH FIRE JM GRAY L Wv➢\OWGM\CiMRM� is. cr'5 e 6.' representing (7,5 agree to comply with all traffic regulations of the City of Renton. I shall prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. I shall notify emergency services twenty-four (24) hours before any street or lane closures. I understand any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in my receiving a citation for violation of R.C.W. 47.36.200 through 47.36.220, 9A.36.050 Reckless Endangerment, and other applicable State and City codes. I certify I am responsible for the project and the responsible party to be cited for violation of R.C.W. 47.36.200 through 47.36.220 or 9A.36.050 Reckless Endangerment, and other applicable State and City codes. NAME: /P t3 Gr rs e.6 T� D.O.B.: 9- z9-S3 SS#: S4/- 54- BADS' HOME ADDRESS: Z // ,So. /7/ WORK ADDRESS: 9 / 2 S /o AKt . So S,�7/(t u/,4 Sd'/oR WORK PHONE: HOME PHONE: COLOR EYES: /?,' WEIGHT: Z/8 HEIGHT: G' ! " COLOR HAIR: ��� WASHINGTON STATE DRIVERS LICENSE NUMBER: (�R A'Eise d 417-S-9 h:\division.sVmnspor.ut\opcmtio\lnf<on\fines M9-2f L1 N20-5�> 1RI v21-9 NOTE FND Black on OrOn e R AO n IGOt UPE ROAD rOPR q NOR[ I. If Buffer Vehicle is not used See CEORF.D OF reverse cane to to ulEAp ANEAO Butter Data Table for required G20 2a show end of work area buffer space distance. 500' r Buffer Vehicle with TMA loptionolI L % I % I % 100' I I I I / RK I 1 I I I NOI( I c AR/EAi o ir o i 1 I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 7 BUFFER DATA SIGH SPACING TAPLE CHAHNELIZING Buffer Space Roadway type Speed DEVICE SPACING nge Speed IMPHI 25 30 35 90 95 50 55 60 65 Freeways and 15 E.presswa07' 61PH Taper Tangent s 55/65 MPH (a, as per y 50/65 90 80 B IFT) 55 BS 120 110 220 280 335 915 985 _ IAU IC01 Rural Roads 195/S5 MPH 500'! 35/45 30 60 Buffer Vehicle Roll Ahead Distance 4 Yard Dump Truck Stationary moving Urban Arteriols 35/40 MPH 350'! 25/30 I 20 I 90 24,000 LBS Operation Operation Urban Streets Residenlal 25/30 MPH B (FT) = 100 ITS and Business 200 -r Districts FOR LOCAL Roll Ahead Stopping Distance Assumes r/����ee nnnn l�rr�. M pp t2 65 MPH Speed and Dry Pavement AGIE 1 `V' 11 ME MINIMUFI TAPER LENGTH l IN FEEL Lane Posted Speed 114FHI TRAFFIC CONTROL PLAN tlidth I feet) 25 30 35 90 4$ '0 55 65 VASNIII07ON STATE DEPAPfMERI Of IRAIISPORTAt10N m iNPIA, rASN bIG Ion rLEGICNO 10 los Isa 2os Zia <so sec sD ChOnnelizing Devices II I+5 ,6, 225 2?5 995I $50PCO,5 Sequential Arrow Sign 12 295 32015.0 GooI iso Typical oppllcat Ion - daytime operation of short duration on a four-Ione divided roadway where one lane is closed. hco�Pec a+ea c APPRO•EO MONTH DAY, YEAR anges Ip G+aple� 6 .1 M10 I$JDI DAIS I RFASIVII I EJ j-'R 0 STANDARD PLAN K— 7 0 Nos \END NOTES ROAD WORK 1. F loodl i Ms shal I be 1 y00 9 provided to mark flogger stations at night. G20-2a 2. If entire work area is visible from one station, one fiaaaer may be used, otherwise two floggers and sioning will be required each direction. K / Nop 3. Sign sequence is the some for both directions of travel. /N a 4. See Buffer Data TODle. Use of buffer vehicle is recommended, y0 it may be 0 work vehicle. If buffer vehicle is used, minimum from end of taper to work area shall be total of `R" (roll gheotl+� a distance) plus length of vehicle, plus "B" (buffer space). If buffer Ke o vehicle is not used, minimum distance shall be "B o o yOe� G / �e� \ <e t• 5. Steady burning warning liohts (Type C, AIUTCO) should be used to O p mark channel i2ing devices of night as needed. x°, \✓ �cSce� G. Either reverse cone toper or sign G20-2o may be used to show end y0 of work Or ea. i R> O O y ' W'2o-la BUFFER DATA P R o A x 1 ePEItREp Buffer SDCce TO Speed (MPH)' 25 30 35 40 45 50 55 60 65 / Slop x W20-801 55 es11201170122012801335 415 4es \� (optional ) Buffer vehicle Roll Aheoo Distance ONE LANE �\ 4 Yard Dump Truck Safi onar, 7� 4 ROAD 24.000 LB5 Op^ o/tort Ope at on AHEAD 8 (FTI = 100 ITS w20-4 CHANNELIZIMG A Roll AheaO 5toppin0 Distsu DEVICE SPACING ITT) � 6S MPH Speed and Uryance As mes Pavement MPH I Taper (Tangent 50/65 40 Bo SIGN SPACING TABLE ROAD 35/45 30 60 Roadway Type I Speed x WORK AHEAD 25/30 I 20 40 Fr eewoys and 55/65 MPH Io1506 per FOR p O n n Expressways U" W LS LS IS K:U iCD! W21-4 Rural Roads 45/55 MPH 5^0'r lid LJ LS OV V" U lu��LS LEGEND Urban Arte^ids I 35/40 MPH eve Gharnelizing Devices yrba^ Sivas --- TRAFFIC CONTROL PLAN .e5itlent.I F,5130 MPH FICOCer Ord BUSIneS^ 200 t -- Districts WASHINGION STATE DEPARTMENT Or TRANSPORTATION OLYMPIA• WASHINGTON Typical appllcafion of traffic control devices on a two-lane highway where one one is closed and flogging is provided. �-c-Pc-med cnorys le Chapter E of 1 1 APPROVED MONTH DAY, YEAR _ P w eo o„c res�;�ea vo E "E — _ Ev IAPPR'D STANDARD PLAN K- 2 a ms _ RE VI SIOR - W4-2lU W20-51R1 W21-4 NOTE Black on Orange ROAD EHo fl IGNL LINE WORK 1. If Buffer Vehicle is not used See POAD WORM Clo5E0 Buffer Data Too I for required or reverse cone toper t0 AHE AO AHEAD buffer space distance. show end of work area G20-2a Buffer Vehicle with 500�- TMA (Optional) � L--_ X � X � X I 0 « I I 1 7 BUFFER DATA SIGN SPACING TABLE CHANNELIZING DEVICE SPACING (FT) Buffer Space Roadway Type I Speed X MPH Taper tangent e SS/55 MPH (or as Speed (MPH) 25 30 35 40 45 50 55 60 65 Frewa s and r as Expressways fi per 50/6S 40 80 B (FT) = 55 85 1120117012201280133514151485 MU iC01 Rural Roods 45i SS NPH I 500'• 35/45 30 60 Buffer Vehicle Roll Ahead Distance Urban Arterials 35/40 MPH 350't 25/30 I 20 40 4 Yard Dump Truck Stationary Moving 24,000 LBS Operation Operation Urban Streets R esidental 25,30 MrH 200't B (FT) = 100 175 and Business (� pp ((��Alis tricts FOR R LS M0 Cn An IS2 Roll Ahead Stopping Distance Assumes A� m[Em 6 Y U 65 MPH Speed and Dry Pavement MINIMUM TAPER LENGTH a L 111 FEET Lane Posted Speed 114PH1 TRAFFIC CONTROL PLAN Width (feet) 25 30 35 40 45 I EO 55 65 wASHINGION STATE OE PARTME NT OF TRANSPORTATION OLYMPIA, NASNINGTON rEG.E,,MD 10 105 ISO 205 2i0450I 50C 550 Channeli Zing Oevi Ces II 115 16S 225 295 4951 S50 E05 Sequential Arrow Sign 12 125 I90 1 245 1 320 1 5A0 1 600 1 660HIS Typlcoloppllcotion - daytime operation of short duration on a four-lane divided roadway where one lane is closed. Incur Per o,Ne cron9es ra [noPer 6 or uu lCC enc r sls�ee sAD� APPROvcD MONTH DAY, YEAR DATE REIISICN STANDARD PLAN K- 7 R NOTES G20-2o . T_ END * * + f ROAD TOM1 . Flashing warning liahis and/or flogs Shall be I I I used to call ottenti on to early warning signs Or reverse cone taper o when specified in contract. to show end of . 'ol Ia work area I of 14_1. 2. Buffer vehicle may be a work vehicle. T 3. If buffer vehicle is not used see Buffer Data I I for required buffer space distance. T Buffer Vehicle with j beacon (optional ) m SIGN SPACING TABLE MINIMUM TAPER LENGTH (L) IN FEET ROADWAY TYPE SPEED % Lane Posted Speed 1Rph1 • 1500't eldfn 2S 30 35 e0 45 50 55 65 J FREEWAYS 6 5/65 MPH ION .5 IfOetl O !dad I CxPRE 55vAY5 EN MUICD ID 105 150 1 205 270 450 500 550 RURAL ROAD: <S r5! HPH SOD'! YI J VR9AN APIERMLS 13S,40 MRHI 350't 11 1115 165 225 2B5 1 lag 1 550 Go$ PESAOEN'IliCl6 25/30 MPH 200'! 12 1125 IBO 2R5 320 540 GOD 1660 7801 T {{LL BUS�NE55 OISIRICI I ■ I I I o �� BUFFER DATA ■1 p BUrFER SPACE CHANNELIZING DEVICE SPACING (FIT SPEED IMPx 25 30 3s WD As so ss 60 65 MPH TAPER TANGENT 6• IETI I53 ES 120 1T01220 2101135 eI SIeES x BUFFEA VEHICLE POLL AHEAD DISTANCE 90i6'. aG 60 W9 - 21L1 _Sias )0 60 . YARD OUMI 1RUCF. 51\iloxlRT MOYIIIG BLACK ON ORANGE I I I 21130 20 fo ze,000 Les DPERAIIox DrERnImI X R= 100 IT$ W20 - 51R1 ROLL AHEAD STOPPING DISTANCE ASSUMES GGj (See Note 1) 65 MPH SPEED AND DAY PAVEMENT. III LNES CLOSED x 4Em W21-'See 1 1 ROAD See Note Il WORK AIiEA0 TRAFFIC CONTROL PLAN WASHINGTON STATE DEPARTMENT DE IRAII5POAIAIIOH OL YMPIA, WASHINGTON LEGEND 0 0 0 CHANNELIZING DEVICES �p SEOUEN7I AL ARROW SIGN lheerporoiee Chong, Io Chapter 6 of HU1CD dhd APPROVED MDNTH DAY, YEAR Typical Application - Closing two lanes of a 1^*Si,ned, °qR multilane highway DATE REYISIDN By APPP.'D STANDARD PLAN K- 8 1%�n u.T o laRS 11 117 17 MOTES W21-< t. be .,n nq o re orllo. [TYPE A. NtC01 nMueq ROAD ! T �.-- � � e< mev +o more emrl<van m nlgnL os needed. WORK I + + t t 2. Confllctinq Pavement morting o more no longer AHEAD -]�4 I I apP r rveie shalt be rrmv o ob.ra or philter atea. .I END 3. Prontett turns as neoessorr, for traffic corb it ions. c2o-zo LEFT LANE ixl �N CHANNELIZING DEVICE SPACING IFT) CLOSED - - R3-z (See Note 3) MPH TAPER TANGENT AHEAD I v v Wy-ZIRISL -]— � ROAD 523055/aJ55O 300 8600M20- 20 AOD >q °Ali ° I / WDRK ° RHEAD x v w RK AREA x j �Lo SIGN SPACING TABLE ROADWAY TYPE SPEED x c20-2o ROFlDNVURK \ FREEWAYS 6 55/65 MPH [OR5n5 — — RURA41 L SWAYS PER AIUTCD RURAL pOAD$ 45/55 MPH 500'± RA-7 URBAN AnTEF!AL$ I35/90 MPH 750" URBAN STREET$ �See RN to 31 RESIDEIITILL 6 25/30 MPM 200.- BUSINESS DISTRICTS I END r x g e ROAD WORK Gz0-2o �' ° ROAD $ v WORK �T I�,T AHEAD RIGHT LANE i I I MUSTW21-9 E—I TURN RIGHT R3-71R) END G20-ta RDAD WDRK ��_ THRU � TRRFFIC \_ RERGE LEFT I�OR L0Cpd \ L%QIEHCV u8,E LEGEND I RDRD TRAFFIC CONTROL PLAN WORK O G a CHANNELIZING DEVICES .✓♦ ,�, •1, RHEAU "'"any-..'.�-.e — TYPE III BARRICADE 000 SEQUENTIAL ARROW SIGN 121-A — OBLITERATED MARKINGS (SEE NOTES) I Incur voro+<q nAngn to tncPTer� of NUI[D °mq real mee. e9a Typical application - Work area near on Intersectlon.allowing right turns. I asrE aEVIS10N BY sPPa'O STANDARD PLAN K-10 den I o LqA9 P-u r i/ Notes ROAD - I I I 1. Flashina warning lights hype A. MUTC01 WORK x a 4W t t should be used to mark barricades at rlaht AHEAD 'T—- as needed. W21 4 I ENO 2, Stead burning warning lighis (Type ° ROAD NOflK Y 9 kng d MUICD) shOUld DP used t0 mark ahOnnPli2ing devices G20-2o of night as needed. 7^ 0 3. Conflictino pavement markings and those no m ' longer appicable shall be removed or END T ROAD obliterated. ROAD WORK �\\\\ WORK.-:\ I WORK 4, Prohibit turns a5 necessaryfor traffic 500' ± pPLp P G20-2o H I i �� \\\ I X HII AHED conditions. W21 4 MINIMUM TAPER LENGTH e L IN FEET ' f Lane Posted Speed (MPH) Width (feet) 25 30 35 1 40 45 50 55 65 RI LNi R4-Tc 10 ° YbgI I�5 00 aF�— RDDNNOflK 11 150 "20I"5 270 450 50 0 550 R3-2 II 015165 225 2P5 455 550 605 (see Note 4) 12 12S 1180245 3201540 600 660 1 7 EOxN N SIGN SPACING TABLE G20-2o ROAD Roodwoy Type Speed x WORK .ree.oy5 1500'! HEAD Expresswoo 55/65 MPH r as pe MUTCD)I - 4 I r W2 uralRcads 45/55 MPH 500 ! ROAD RO WORK ° _ _+I,_ ' and Urban Arterials 35/40 MPH 350't �— Urban Streets G20-2o CCU o / dental + 25/30 MPH I 200'! o / WA-2(R) and BUSine55 D isir iC*5 + I -I - —L 1- Ir lY/W IS IV/1�14i1 LS t I ? I LEFT LANE CLOSED /�� Al1E PO W20-S(L) TRAFFIC CONTROL PLAN Roao WASHINGTON SIATE DEPARTMENT OF TRANSPORTATION LEGEND I ( �'I' WORK OLTMPIA. WASHINGTON v / AHEAD a O ° Chonnelizing Devices w21-A GOC• 5equ enTial Arrvw Sign 1 I �A/L_ �- Type 1 Barricade Typical Oppl iaotion Work area near On intersection I^car pPr°ne c°any.. TR chapter 6 et uVQO ono rex S^e° sae) APPROVED MONTH DAY, YEAR providing access 10 lef l-}Urn IanP• pA,E� RC VISION � El IAPPP'p STANDARD PLAN K - 1 1 • I • A_J$y R Toot Tn�LS1__ -- ---- w21-4 G20-2o NOTES ROAD i i * * END Or reaerse cone taper 1h I. Conflicting pavement mare ings and those no longer o,Pll cap le WORK ROAD WORK slaw end of work area shall be remh•ed ar hill iteroted. AHEAD I I ` / 2- EvPOSed ends of concrete pdrriers must be mo;nloined outsio. l r the clear zone ono hdeauhtely flared or filled witn irmpacl L I I attenwtors. N Fiore --1 MPH - 65 MPH - Il:l 55 MPH - 13:I f 50 MPH --- 12:1 f( 40 MPH --- loll [ ]- the advance warning Sign Series w21-4, w20-51R! In' Y4-2111 l( a w12-401F shall be repeated in medi on Mere sufficient width mists. 4. Steady turning wornino lights ITYPE C. MU1CD1 shall to used to mark chcnneliztnq deices at night. jS IGx SP a[ING (ABLE e4 ROADWAY TYPE SPEfD % �o 0 /te 1 FREEWAYS 6 55165 APR 10NSp5- ENPRESSwdvS PER MU 1(0 w12-401R p e4N SIRES 155 ]5r40 wex ]55'! Temp wary FESIDENTIeL d z5/30 NPM 200'! Edge Stripe BUS MESS D151P 1CT5 w12 4011.00.) MINIMUM TAPER LENGTH c L IN FEET ILcfPl n! Posted Speed Imonl G20-2a / fe tl 25 30 35 40 45 50 55 GS — �/✓ END I 10 10s 150 205 210 450 SOD 550 L— ROAD WORK ■ wo-2<LI see Note S It 11s 165 z25 295 495 550 605 - KI —I ■■1 12 125 I60 245 ]20 540 600 6601180 L_i CHA14NELIZING DEVICE SPACING (FTI e -51RI see nc to ] MPH TAPER. IANCE11i 50/65 4015/45 ]0 25/]0 1 20 40 FOR LOCALQQCssIHCVUSE TRAFFIC CONTROL PLAN LEGEND ✓ASHINGTON STATE DEFARTMENI OF TRANSPORTATION a 00 CHANNELIZING DEVICES OLYMPIA. WASHINGTON — OBLITERAIEO NdRR INGS (see notes' — CONCRETE BARRTER <M SEOUENIIAL ARPOw SIGN AA IMPACT At TENUATORS (see nOtes) Interpolated Cargos to Cnoct!- 6 of sv TcO eBe APPROVED MONTH DAY, YEAR one resign¢d. 1 yPical opaliaation - Pw 1aDTe Ddrrier or hand h wprk area. DATE I RC V,S,—o,1 I ay APPR'0 STANDARD PLAN K - 13 un. o ohs Otf s: PRECONSTRUCTION MEETING NOTES S 7TH ST / MOSES LANE STORM SYSTEM REPLACEMENT PROJECT City Hall - 5th Floor Conference Room - November 30, 1995 City Project Manager: Mike Dotson (206) 277-6192 FAX (206) 235-2541 City Inspector: To Be Assigned 235-2529 Merlino Construction Co Brian Kittelson 762-9125 • Anticipated Starting Date: January 2, 1996 PRIVATE UTILITIES: U.S. West Communications - Frank Forest 345-2968 • No problems or concerns. Line crossing S 7th street at east limits of project. Call for locates. Puget Sound Power & Light - Karen Sharp 454-6363 ext. 816327 New address: Puget Power, 400 W. Gowe St. # 310, Kent, WA 98032 No problems or concerns. Use "One Call" for Utility locates ( 1-800-424-5555 ) • TCI Cable of Washington - Bill Gebenini 433-3434 ext. 3098 Over head lines in the project area. No concerns or conflicts. • Washington Natural Gas - New Contact Joe Jainga, Supervisior Operations, 447-3292 • Line that crosses 7th and extends up Moses Lane cannot be shut off. Contractor will support line during construction. METRO (Bus routes)- Mary Malcolm 684-2732 • Let them know if construction will block a bus stop. METRO (Sewer) - Left message with Bill Mustered, he has not returned my call. FIRE PREVENTION: 1 . Call 911 ( from local phone to get Renton dispatcher ) at least 24 hours in advance of any work in the right-of-way. Let them know where the construction area is as the project proceeds. Page 1 • If you use a cellular phone call 854-2005 to get the Valley Dispatcher ( cellular calls to 911 go to State dispatcher in Bellevue, doesn't cover work in our ROW ) 2. Any temporary on-site fuel supplies must be permitted through Fire Prevention. 3. Maintain minimum 20 foot street width at all times for emergency equipment access. 4. Any shoring and temporary steel plating must be able to support weight of emergency equipment in all types of weather. 5. Access to the fire hydrant at Moses lane will be blocked during construction. Keep the area around the hydrant clear of any equipment and debris so Fire Dept. could reach it during an emergency. • If a fire hydrant is out of service put a burlap bag over it, and notify the Fire Dept. WATER: 1 . Water service to businesses or homes is not expected to be disturbed during construction. Contractor will inform City if any breaks in service occur, City will do repairs. 2. Support existing mains during construction, do not damage. Take care compacting backfill below the water mains so they are fully supported and do not settle. Maintain a minimum 12-inch vertical separation. 3. Call 911 if the water main needs to be shut off (emergency only). For all other water mains or valve shut offs call Renton Water Department at 235-2646. Discuss and inform City Inspector before calling. SANITARY SEWER: There are no city sewer lines in the area of construction. No side sewer cards were found for this area. A METRO trunk line is located in S 7th ST, as shown on the plan STORM: 1 . Contractor is required to maintain the operation of the existing drainage system during the project. Provide a Work Plan to the City showing the proposed construction sequence and how drainage will be maintained. 2. Contractor is responsible for locating and potholing all existing utilities in advance of pipe installation to verify that the required vertical and horizontal clearances exist. Notify the Inspector/ City of any vertical conflict or differences from the plans prior to proceeding with construction. 3. Good erosion control measures are to be exercised at all times. Prevent any sediment from washing into the existing catch basins and storm system. If sediment is washed into the existing system the contractor will be responsible for removing it. 4. All pipes and materials shall be per approved plan. Page 2 5. Backfill shall be compacted to at least 95% of maximum density. Very important to get good compaction to avoid settlement of road and existing utilities. Compaction testing is required as part of the bid item for pipe installation. Test first sections constructed and provide City Inspector with compaction test results to demonstrate that compaction requirement is being met. Once the operators are familiar with the compaction effort needed, the contractor may test on a less frequent basis. The City Inspector may require compaction test any time he feel compaction requirements are not being met. 6. City wants a nice smooth grout inside the CB. 7. The new storm system must be flushed and cleaned before inspection. The system must be inspected and accepted by the City Inspector, Maintenance Section and Engineer before normal flow will be allowed into it. • Soil Stability For Excavation Reference geo-tech report at AM/PM project site. TRANSPORTATION: 1. "Manual On Uniform Traffic Control Devices" (MUTCO) shall be followed for routing traffic. 2. Contractor shall file a Traffic Control Plan. Obtain form at 4th floor service counter, fill out, have reviewed and approved by Transportation (Bryson Huie 277-6222 or June Aesquivel 277-6222)• 3. Contractor shall not leave trenches open overnight. 4. Truck hauling is limited to the hours of 8:30 to 3:00 on arterial streets. 5. Advanced warning signs per MUTCO. An arrow board is required on the approach to the taper. 6. Lane closures by 28" minimum reflectorized traffic cones, 36" barrels would be preferred. 7. Prior to closing one lane access would need to be provided to affected businesses. 8. Flaggers are required if trucks are going to be loaded or unloaded in the adjacent lane on S 7th Street. 9. Traffic Control plan must address pedestrian traffic in the construction area. GENERAL: 1. CALL FOR INSPECTION (24 HR NOTICE) BEFORE YOU START WORK. 2. Call to locate Utilities at least 2 working days before you dig 1-800-424-5555 3. Work hours for work in right-of-way are weekdays, 8:30 AM to 3:00 PM. Saturday by approval only and no Sundays. 4. Overtime for City inspectors takes special authorization. Pay schedule is $50 per hour for overtime. Page 3 T 5. Keep the streets clean. 6. Haul legal loads. 7. Keep a set of approved drawings on-site at all times (the ones with the City stamp and signatures). 8. All utilities must be inspected prior to backfill. Page 4 PRECONSTRUCTION MEETING SIGN-UP LIST S 7th Street STORM SYSTEM REPLACEMENT PROJECT City Hall - 5th Floor Conference Room - November 29, 1995 Name / Phone # Company and Address FAX # Mike Dotson Renton Surface Water Utility (206) 235-2541 277-6192 200 Mill Avenue S, Renton, WA 98055 C�i •`a CSr4e.b�^ G-.� ✓!//�,-l:�o co..,T 76L-��ZS 9iz5 iQ � 4� se. uQ s8ioa 75f- vI>,3 5- 26y� Sn� ,E QFiJTVr11 sfbzrA,n 77 ZZZ Page 5 CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: December 14, 1995 TO: Marilyn Petersen FROM: Mike Dotson , /_ SUBJECT: Mayors Signature on Contract Documents The attached contract documents are ready for execution by the Mayor. I have attached the contract checklist for your reference. Copies of the City Attorneys and Risk Management approvals are attached also. Please notify me when the contracts have been signed. If you have any questions please call me at X-6192. Thank you. MARn,YN.DOGMD CONTRACT CHECKLIST STAFF NAME & EXTENSION NUMBER: DIVISION/DEPARTMENT: S'a.— ., jtra�f j ll? 411> 104��� �✓riF CONTRACT NUMBER: /�s� astian TASK ORDER NUMBER(if applicable): &1A CONTRACTOR: q�v / 7r �.�e ( ten s Tiur77o� L o PURPOSE OF CONTRACT: //P Ai�/� Ia f S-- u�yc7�P n/ L4/ s ] -iA cTQccT //-�aS�S Lane I. LEGAL REVIEW: (Attach letter from city attorney.) 2. RISK MANAGEMENT REVIEW FOR INSURANCE: (Attach letter.) 3. RESPONSE TO LEGAL OR RISK MGMT CONCERNS: (Explain in writing how concerns have been met.)&A. 4. INSURANCE CERTIFICATE AND/OR POLICY: (Attach original.) ✓ 5. PROOF OF CITY BUSINESS-LICENSE: (Attach copy.) ✓ 6. ATTACHED CONTRACTS ARE SIGNED BY CONTRACTOR: (If not, provide explanation.) 7. FISCAL IMPACT: A. AMOUNT BUDGETED (LINE ITEM) (See 7.b)* 1 2 36!.' (o-00 B. EXPENDITURE REQUIRED: 201, 57 49 , (S ti 8. COUNCIL APPROVAL REQUIRED (Prepare Agenda Bill.): A. CONTRACT OR TASK ORDER IS $50,000 OR OVER: (Refer to Council committee for initial contract approval; place subsequent task orders on Council agenda for concurrence.) B. *FUND TRANSFER RQUIRED IF CONTRACT EXPENDITURE EXCEEDS AMOUNT BUDGETED. (Refer to Council committee.) C. SOLE SOURCE CONTRACTS. (Refer to Council committee.) 9. DATE OF COUNCIL APPROVAL: // 20 10. RESOLUTION NUMBER (if applicable): A 11. KEY WORDS FOR CITY CLERK'S INDEX: A. Sn c � / —" S'fZeG f B. r'70 to c Z-a - lo- c. h c l[ A31C� /� �ni 17F�Lr sus o CITY OF RENTON �t� + HUMAN RESOURCES & RISK MANAGEMENT MEMORANDUM DATE: December 6,1995 TO: Mike Dotson Engineering Specialist 2 FROM: Beverly Nelson G) Administrator SUBJ: South 7th Street/Moses Lane Storm System Replacement Project The above referenced document was reviewed for compliance with the City/s Risk Management program and found to meet requirements. If you have any additional questions,please give me a call. BNG:sr:contrev CITY OF RENTON Office of the City Attorney Earl Clymer,Mayor Lawrence J.Warren o �TT2II� MEMORANDUM DEC G M5 CITY OF RENTON To: Mike Dotson Engineering Dept. )tom: Lawrence I Warren, City Attorney Date: December 6, 1995 Subject: Contract with Gary Merlin `Construction Company, Inc. for South 76 Street/Moses Lane Storm System Replacement Project 1 have reviewed the above-referenced document and the same is approved as to legal form. Lawrence 7. Warren LIW:as: cc: Mayor Earl Clymer Jay Covington A8:119.20. Post Office Box 626 - 100 S 2nd Street- Renton,Washington 98057 - (206)255-8678 LETr N OF 4 R ° H8NML L GARY MERLINO CONSTRUCTION CO. DATE lam. // R75 I JO .NO. GENERAL CONTRACTING ATTENTION n 9125 Tenth Avenue South, Seattle,WA 98108 RE: J/ �r (206)762-9125 FAX(206)763-4178 DUA ` ^ // &= Y C To: n L(� z2on ye,. Reiman 1R/A 98055 WE ARE SENDING YOU X Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of Letter ❑ Change Order Submittal ❑ Other COPIES DATE NO. DESCRIPTION a E/7dors�mert�- DEC1 Engineering Dept. THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution 71 As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ C FORBIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPYTO SIGNED: If enclosures are not as noted,kindly notify us at once. CITY OF RENTON PUBLIC WORKS DEPARTMENT REQUEST FOR INFORMATION OR CONCURRENCE DATE: December 4, 1995 OF ftENTN O TO: Beverly Nelson Glode, Risk Manager GAT RF�F1vFo FROM: Mike Dotson DEC 0 5 1995 CONTACT PERSON: same HUviNu ANpGEME T SUBJECT: Contract Documents - South 7th Street / Moses Lane StorbiSysElm— Replacement Project Attached for your review, changes and/or comments are the contract documents for the above project. I have requested the insurance declaration pages and will send you a copy as soon as I receive them. Please return your comments, concurrence, and the contract documents to staff contact person for subsequent action by December 7 Thank you. REVIEWER #1 CONCURRENCE Name Date H:forms/CONCURQT.DOClLAG/bh LMER GARY MERLINO CONSTRUCTION CO. DATE Noy ?q q,51J06 NO. GENERAL CONTRACTING ATTENTION (SLO—ka 9125 Tenth Avenue South,Seattle,WA 98108 RE: 1 (206)762-9125 FAX(2(206)763-4178 7 S Qt e_ TO: lt� 1� 0z ? I Oti OS�S ZO M� ll �} �� . So. ReAfVO I.✓�1 98b55 WE ARE SENDING YOU X Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans LI Samples ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ Submittal ❑ Other COPIES DATE NO. DESCRIPTION / LI sf 6F names ad cares5 phone mb e . lCorpora& l re"sa on 5 (!A f 4 o Reju4,o n Li c2nsZ r0. f 80 nols Z �u-r-a.nce, n r maj7orl 7�Or J C'h i D Zn s ck rci n c-e-, THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution AAs requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. ;; T CITY OF RENTON Planning/Building/Public Works Department Earl Clymer,Mayor Gregg Zimmerman P.E.,Administrator December 4, 1995 Brian Kittelson / Chip Graeber Gary Merlino Construction Company, Inc. 9125 - 10th Avenue South Seattle, WA 98108 SUBJECT: SOUTH 7TH STREET/MOSES LANE Dear Mr. Kittelson: As discussed with Mr. Graeber on Monday December 4, 1995, please submit the following information,so l can continue to prepare the contract documents: 1) Corporation letter or Resolution giving names of those authorized to sign the contract and samples of their signatures. 2) Two Insurance Endorsement forms (included). 3)` The insurance policy declaration pages of all required insurance policies obtained from the insurance carrier. Please send the requested items as soon as. possible. If you have,any questions you can contact Mike Dotson at(206) 277-6192. Sincerely, Mike Dotson, Engineering Specialist Surface-Water Utility ` C:memos\reques6MDD � Attachments 200 Mill Avenue South - Renton,Washington 98055 vy a . •: �+ it I ��+i1� ' i1 t iy� 11 l . 1 1 1 1 �111- - 1 1 1 1 _I _I M' •�, � is . 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