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HomeMy WebLinkAboutWTR272893 (2)R.L. ALIA COMPANY GENERAL CONTRACTORS PUMPING STATIONS 921 S.M. L. KING WAY SOUTH ROAD CONSTRUCTION SE4TTLE, WASHINGTON98118 EMAIL ADDRESS: rlaliocoOm/ndspring.com CONCRETE STRUCTURES (206)-722-4900 office UNDERGROUND UTILITIES (206) 722-21 59 fax LARGE DEWATERING EQUIPMENT FAX TRANSMITTAL DATE: zX-15-03 COMPANY NAME: ATTENTION: T 0. FROM: �, � DF 7� �N 7-oi✓ NUMBER TO FAX: �42s 430 -7,2'rl/ II 1 URCEvT I I REPLY ASAP 1 I PLEASE COMMENT I I PLEASE REVIEW' I I F/Y/1 THE NUMBER OF PAGES BEING SENT TO YOU INCLUDFNG THIS COVER PAGE IS 3 RECEIVING THESE PAGES, FEEL FREE- TO CALL ( 206 ) - 722 - 4900. COMMENTS THANK YOU! 6�f IF FAILURE OCCURS CONTRAC'TOR'S LiCENSC NUMBER R L .A iAC•1 04 P T TO SJCd 00 CI7C 7 a 6STZ-ZZL-90Z LE:ET EOOZ/ST/bO C Lo . Alia, (fompan�f GENERAL CONTRACTORS 9215 M. L. KING WAY SOUTH SEATTLE. WASHINGTON 98118 (2061 722-4900 FAX (2061 722-21:59 April 15, 2003 City of Renton 1055 south Grady Way Renton, WA 98055 Re: CT Detention Pipeline Project Time Extension ATTN: J.D. Wilson Dear J.D., UNQEAGROUNO UTILITIES EQUIPMENT RENTAL CONCRETE PAVING rlaliaco@mindspring.com By this letter, please be advised that we will be requesting an extension of time for the CT Pipeline project. We will review this matter with our superintendent and get back to you with a specific request as to the number of days needed. Thank you, R. L. Alia Company Gary J. Pankiewicz, Office Manager CONTRACTOR'S LICENSE NUMBER RL-ALIC'104PT E0 39Vd 03 VI7v 7 d 6STZ-ZZL-93Z LE :ET E33Z/ST/b0 Y o� City of Renton %-- PLANNING/BUILDING/ ♦ PUBLIC WORKS DEPARTMENT o� Utility Systems -Fifth Floor 1055 South Grady Way Renton, WA 98055 TO: Gary Pankiewicz R.L. Alia Co Phone: (206) 722-4900 Fax Phone: (206) 722-2159 SUBJECT: CT Pipeline — Change Order No. 9 67 Va0L- - F�i Date: 06/26/2003 FROM: J.D. Wilson Water Utility Engineering Phone: (425) 430-7295 Fax Phone: (425) 430-7241 Number of pages including cover sheet 2 REMARKS: ❑ Original to ❑ Urgent ❑ Reply ❑ Please ❑ For your be mailed ASAP Comment review Gary: Here is Change Order No. 9. If it is OK, please sign and fax back to me. Thanks. 5 t J.D. d RENTON AHEAD OF THE CURVE, Ul I Y Uf KEN I UN F'UBLIU VVUKKS UEIJAK I MEN I UTILITY ENGINEERING 430-7332 Renton City Hall, 1055 South Grady Way, Renton, WA 98055 Contractor R.L. Alia Company Address 9215 M.L. King Way South City Seattle State WA Zip 98118 Contract Number Project Name Statement Number CAG-02-082 CT Detention Pipeline and Park 1 Improvements - WTR-27-2893 Number of working days charged to your contract for the week ending Saturday 9/7/2002 Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 9/2/2002 Monday 0 HOLIDAY 9/3/2002 Tuesday Cloudy - 70°F - 60°F. 1 9/4/2002 Wednesday Clear - 740F - 42°F. 1 9/5/2002 Thursday Clear - 70OF - 47°F. 1 9/6/2002 Friday Clear - 720F - 47°F. 1 Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 4 0 4 CURRENT STATUS Working Days Specified In Contract ..................................... 170 ' Approved Extension of Time ............................................... 0 Total Authorized Time of Contract ................................... 170 Less Working Days Charges ............................................ 4 —Working Days Remaining ............................................. 166 Summary of Week's Activities: Submittals. Contractor lans to mobilize on site next week. SO. Wilson, Project Manager 'Show only extensions approved by letter from City "Use negative totals to show overrun in time Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. ti�f, Y o� City of Renton zi PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT �o� Utility Systems - Fifth Floor 1055 South Grady Way Renton, WA 98055 TO: Bob Hastings R.L. Alia Co. Phone: (206) 722-4900 Fax Phone: (206) 722-2159 SUBJECT: Welding Inspection — CT Pipeline Date: 10/01 /2002 FROM: J.D. Wilson Water Utility Engineering Phone: (425) 430-7295 Fax Phone: (425) 430-7241 Number of pages including cover sheet 1 I REMARKS: ❑ Original to [IUrgent ElReply ElPlease [ For your be mailed ASAP Comment review :.. I would like to have a meeting with Mark Baker, our welding inspector (Otto Rosenau & Assoc.) and your welding subcontractor to go over the welding and inspection of welding of the steel pipe prior to the start of the welding. Would you please check with your welder and determine what dates and times he will be available for the meeting and let me know? I'll coordinate with Otto Rosenau. Thanks. J.DJ Wilson RENTON AHEAD OF THE CURVE 10/03/2002 09:13 206-722-2159 F L ALIA CO Ali a Cornlear�eff GENERAL CONTRACI RS 9215 Martin Luther King Way South Seattb, WA 98118 Phono; (208) 722.49M Fax: (206) 722-2169 Fcix To: <�f/TY DF Prom: BOB HASTINGS Attn: T d, U1 L -5tvl % Fam 412 S - G - 7 Z -/ / Pages: Z Phom Date: /O -? - 02 PAGE 01 • UNu6mNOUNO UTWTIES • EQUIPMFNT RENTAL A&1 t6CON9T/IUCTION " • PUMP STATIONS ❑ Urgent 0 For Review O rorYour Use O Please Reply X Az Requested COMMENTS: -.Ff -,/C- l 4)u/ 10/03/2002 09:13 206-722-2159 R L ALIA CO ///d -2002 12: 39 CITY OF RENTON PBPW PAGE 02 425 430 7241 P.01i01 i^o� citv of Renton G PLANNING/BUILDING/ . ♦ ♦ PUBLIC WORKS DEPARTMENT � utility Systems'- Fifth' Floor 1055 South Grady Way Renton, WA. 98056 TO: Bob Hastings R.L. Alia Co.' Phone; (206) 722-4900 Fax Phone: (206) 722-2169 SUBJECT: Welding Inspection — CT . Pipeline FROM: Date: 10/01 /2002 J.D. Wilson Water Utility Engineering Phone: (425) 430-7295 Fax Phone: (425) 430-7241 Number of pages including cover sheet 1 REMARKS: ❑ Original to ❑ Urgent ❑ Reply ❑ Please [ For your be mailed ASAP Comment review Bob: I would like to have a meeting with Mark Baker, our welding inspector (Otto Rosenau & Assoc.) and your welding subcontractor to go over the welding and inspection of welding of the steel pipe prior to the sfart of the welding. Would you please check with your welder and determine what dates and times he will be available for the meeting and let me know? I'll coordinate with Otto Rosenau. . RENTON AHEAD OP T'HV' CURVE TOTAL P-01 ti�Y o� City of Renton + PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT Utility Systems - Fifth Floor 1055 South Grady Way Renton, WA 98055 TO: Bob Hastings R.L. Alia Company Phone: (206) 722-4900 Fax Phone: (206) 722-2159 SUBJECT. CAG-02-082, CT Detention Pipeline Project Date: 09/16/2002 FROM: J.D. Wilson Water Utility Phone: (425) 430-7295 Fax Phone: (425) 430-7241 Number of pages including cover sheet 1 I REMARKS: ❑ Original to ElUrgent ElReply ElPlease [ For your be mailed ASAP Comment review RM Bill Rasmussen of the Parks Department has asked for a cost proposal to change a portion of the sidewalk being replaced from broom finish to exposed aggregate finish. Referring to DWG No. C04 (Sheet 11) of the contract plans and the Point & Curve Numbers on that drawing the area being proposed to receive exposed aggregate finish instead of the indicated broom finish has the following perimeter (Point & Curve Number sequence): 94-93-95-AF-91-92-97-109-108-111-112-114-123-115-113-AI-110-102-96-94. The approximate area is 2100 square feet. Please provide me a cost proposal for the proposed change from broom finish to exposed aggregate finish [as defined in Special Provisions of contract specifications]. I will pass the cost proposal on to the Parks Department for their decision as to whether or not to pursue the change. Thanks. J.D. Wilson RENTON AHEAD OF THE CURVE ti�Y o City of Renton G $= PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT INV Utility Systems - Fifth Floor 1055 South Grady Way Date: 09/16/2002 Renton, WA 98055 TO: Bob Hastings FROM: J.D. Wilson R.L. Alia Company Water Utility Phone: (206) 722-4900 Phone: (425) 430-7295 Fax Phone: (206) 722-2159 Fax Phone: (425) 430-7241 SUBJECT: CAG-02-082, CT Detention Pipeline Project REMARKS: ❑ Original to ❑ Urgent be mailed :•3 INumber of pages including cover sheet 1 ❑ Reply ❑ Please [ For your ASAP Comment review Bill Rasmussen of the Parks Department has asked for a cost proposal to change a portion of the sidewalk being replaced from broom finish to exposed aggregate finish. Referring to DWG No. C04 (Sheet 11) of the contract plans and the Point & Curve Numbers on that drawing the area being proposed to receive exposed aggregate finish instead of the indicated broom finish has the following perimeter (Point & Curve Number sequence): 94-93-95-AF-91-92-97-109-108-111-112-114-123-115-113-AI-110-102-96-94. The approximate area is 2100 square feet. Please provide me a cost proposal for the proposed change from broom finish to exposed aggregate finish [as defined in Special Provisions of contract specifications]. I will pass the cost proposal on to the Parks Department for their decision as to whether or not to pursue the change. Thanks. J.D. Wilson i RENTON A11F.AU OF T11F CCRVF. 09/17/2002 09:18 2e6-722-2159 R L ALIA CO acr-10-ezue CITY OF RENTON PEPW c"In of Renton 0 PLAN NING/BUILDING1 PUBLIC WORKS DEPARTMENT Utility Systems - Fifth Floor 1055 South Grady Way Renton, WA 98055 TO: Bob Hastings R.L. Alia Company Phone: (206) 722-4900 Fox Phone: (206) 722-2159 SUBJECT: CAG-02-082, CT Detention Pipeline Project FROM: Phone: Fax Phone: PAGE 03 425 430 7241 P.01i01 Date: 09/16/2002 J.D. Wilson Water Utility (425) 430-7295 (425) 430-7241 Number of pages including eovor sheet 1 REMARKS: ❑ Original to ❑ Urgent ❑ Reply ❑ Please C For your be mailed ASAP Comment review - Bill Rasmussen of the Parks Department has asked for a cost proposal to change a portion of the sidewalk being replaced from broom finish to exposed aggregate finish. Referring to DWG No. C04 (Shoot 11) of the contract plans and the Point & Curve Numbers on that drawing the area being proposed to receive exposed aggregate finish instead of the indicated broom finish has the following perimeter (Point & Curve Number sequence):94-93-95-AF-91-92-97-109-108-111-112-114-123-115-113-A1-110-102-96-94. The approximate area is 2100 square feet. Please provide me a cost proposal for the proposed change from broom finish to exposed aggregate finish (as defthed in Special Provisions of contract specificationsj. I will pass the cost proposal on to the Parks Department for their decision as to whether or not to pursue the change. Thanks. J.D. Wilson RENTON nnano or ran cvnvx TOTAL P.01 City of Renton %- PLANNING/BUILDING/ ♦ ♦ PUBLIC WORKS DEPARTMENT INN Utility Systems - Fifth Floor 1055 South Grady Way Renton, WA 98055 TO: Bob Hastings R.L. Alia Company Phone: (206) 722-4900 Fax Phone: (206) 722-2159 SUBJECT: CAG-02-082, CT Detention Pipeline Project — Change 1 Date: 09/18/2002 FROM: J.D. Wilson Water Utility Phone: (425) 430-7295 Fax Phone: (425) 430-7241 Number of pages including cover sheet 2 IREMARKS: ElOriginal to ❑ Urgent ElReply ElPlease ❑ For your be mailed ASAP Comment review I Bob: Attached is a draft of the change order for changing the sidewalk finish to exposed aggregate finish. If the change order is acceptable to R.L.Alia Company please let me know and I will mail you originals for signature. I Thanks. J. ilson RENTON Atl EAU OF THE CURVE ' Public Works Department r? CONTRACT CHANGE ORDER AGREEMENT CONTRACT: CAG-02-082- CT Detention Pipeline and Park Improvemts (W-2893) C.O.# 1 CONTRACTOR: R.L. Alia Company SUMMARY OF PROPOSED CHANGE: Description of Work Unit Cost Total Cost 1. Change Finish Type on a Portion of Sidewalks to be Replaced $15.00 / SY $3,510.00 Change a portion of the sidewalk being replaced from broom finish to exposed aggregate finish. Referring to DWG No. C04 (Sheet 11) of the contract plans and the Point & Curve Numbers on that drawing the area to receive exposed aggregate finish instead of the indicated broom finish has the following perimeter (Point & Curve Number sequence): 94-93-95-AF-91- 92-97-109-108-111-112-114-123-115-113-AI-110-102-96-94. The approximate area is 234 square yards. Subtotal $3,510.00 Sales Tax @ 8.8% $308.88 TOTAL $3,818.88 ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATED CHANGE COMPLETION DATE AFTER COMPLETION DATF COMPLETION DATE CHANGE 5/8/2003 170 working days) 5/8/2003 170 working days) None 5/8/2003 170 working days) ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATED NET CHANGE ESTIMATED CONTRACT AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE $979,178.24 $979,178.24 $3,818.88 $982,997.12 SIGNATURES: Contractor: Project Engineer: Approved By: (Utility Systens Manager) I Date: Date: Date: ;y CITY OF RENTON ..LL PlanningBuilding/PublicWorks Department Jesse Tanner, Mayor Gregg Zimmerman P.E., Administrator October 9, 2002 Bob Hastings R.L. Alia Company 9215 M.L. King Way South Seattle, WA 98118 SUBJECT: CONTRACT # CAG-02-082 - CT DETENTION PIPELINE AND PARK IMPROVEMENTS — CHANGE ORDER NO. I Dear Bob: Enclosed is the executed change order. If you have any questions please call me at 425-430-7295. Sincerely, J.D. Wilson Water Utility Engineer Enclosures cc: Abdoul Gafour H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2893 - CT Detention Pipeline Park Improvements\R.L. Alia Company\Contract\letter to RL Alia 8 Oct 2002.DOC\JDW\tb R E N T O N 1055 South Grady Way - Renton, Washington 98055 ® This paper contains 50 % recycled material, 30 % post consumer AHEAD OF THE CURVE Public Works Department CONTRACT CHANGE ORDER AGREEMENT CONTRACT: CAG-02-082- CT Detention Pipeline and Park Improvemts (W-2893) C.O.# 1 CONTRACTOR: R.L. Alia Company SUMMARY OF PROPOSED CHANGE: Description of Work Unit Cost Total Cost 1. Change Finish Type on a Portion of Sidewalks to be Replaced $15.00 / SY $3,510.00 Change a portion of the sidewalk being replaced from broom finish to exposed aggregate finish. Referring to DWG No. C04 (Sheet 11) of the contract plans and the Point & Curve Numbers on that drawing the area to receive exposed aggregate finish instead of the indicated broom finish has the following perimeter (Point & Curve Number sequence): 94-93-95-AF-91- 92-97-109-108-111.-112-114-123-115-113-AI-110-102-96-94. The approximate area is 234 square yards. Subtotal $3,510.00 Sales Tax @ 8.8% $308.88 TOTAL $3,818.88 ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATED CHANGE COMPLETION DATE AFTER COMPLETION DATE COMPLETION DATE CHANGE 5/8/2003 (170 working days) 5/8/2003 170 working days) None 5/8/2003 170 working days) ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATED NET CHANGE ESTIMATED CONTRACT AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE $979,178.24 $979,178.24 $3,818.88 $982,997.12 SIGNATURES: Contrac Project Approve Date: % 4�0 Date: 26 .515P Z042— Date: SCvl 2-5)'Z6-Z/ ti�Y o� City of Renton PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT Utility Systems - Fifth Floor 1055 South Grady Way Renton, WA 98055 TO: Bob Hastings R.L. Alia Company Phone: (206) 722-4900 Fax Phone: (206) 722-2159 SUBJECT: CAG-02-082, CT Detention Pipeline Project — Change 2 Date: 11 /22/2002 FROM: J.D. Wilson Water Utility Phone: (425) 430-7295 Fax Phone: (425) 430-7241 Number of pages including cover sheet 2 I REMARKS: = Original to ElUrgent ElReply ElPlease [ For your be mailed ASAP Comment review Bob: Here is Change Order # 2. If you agree, please sign and fax back to me. I'll mail you the original for signature on Monday. Thanks. J.D. Wi son RENTON AHEAD OF THE CURVE Public Works Department CONTRACT CHANGE ORDER AGREEMENT CONTRACT: CAG-02-082- CT Detention Pipeline and Park Improvemts (W-2893) C.O.# 2 CONTRACTOR: R.L. Alia Company SUMMARY OF PROPOSED CHANGE: Description of Work Unit Cost Total Cost 1. Lost Time :and Materials due to Vandelism at Job Site Lump Sum $3,372.79 Alia letters of 19 November 2002. Police file numbers : 023131, 029132, 029133, 029134, 029177,0210317. 2. Relocate irrigation lines and control wires. Lump Sum $2,233.42 Alia letters of 19 November 2002. 3. Add welded wire mesh to sidewalks $3.15 / SY $2,661.75 Add 6" x 6", 9 gauge welded wire mesh to all sidewalks poured after November 21, 2002. (All sidewalk areas less those westerly of Point # 14 on Sheet 10). The approximate area is 845 square yards. 4. Correction to Change Order # 1 Quantity of additional exposed aggregate sidewalk should be 256 SY; not 234 SY. Add 22 SY $15 / SY $330.00 Subtotal $8,597.96 Sales Tax @ 8.8% $756.62 TOTAL $9,354.58 ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATED CHANGE COMPLETION DATE AFTER COMPLETION DATE COMPLETION DATE CHANGE 5/8/2003 I70 working days) 5/8/2003 170 working days) None 5/8/2003 170 working days) ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATED NET CHANGE ESTIMATED CONTRACT AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE $979,178.24 $982,997.12 $9,354.58 $992,351.70 SIGNATURES: Contractor: Project Engineer: Approved :By: (Utility Systertts Manager) Date: Date: ZZ Nov ZOOZ. Date: 11/22/2002 10:59 206-722-2159 R L ALIA CO PAGE 01 Aliac Compamvv. GENERAL CONTRACTORS 9215 Martin Luther King Wy South Seattle, WA 98118 Phone: (206) 722-49W Fax (206) 722-2159 F-six To: G'47y 0/-- Wdc Zc� VJ From: BOB HASTINGS Attic: '7,- CO, 601'4 SCJ) Fa)c 542, S - Pages: Z Phones onto: //- 212 .p 2 LNUf'.JtCNOI+WD UMUTIES ECUIPMCNT R7-NTAL ROAD CCNSTRUCYION • PUMP STATIONS ❑ Urgent ❑ For Review IdFor Your Use ❑ Please Reply ❑ As Requestod COMMENTS: X 1,,12 11/22/2002 10:58 206-722-2159 R L ALIA CO PAGE 02 t.NllK,:1GHLIUWD U'11LITIES + EQUIPMENT Rf.NTAL + ROAD CcjKSTpUCT10N • PUMP STATIONS . � is onz�►an� GENERAL CONTRACTORS 9215 Martin Luther King Way South SeattW, WA 98118 Phone: (70,B)722-4900 Fax: (206) '722-2159 FaX To: Rom.4, Attn: 12c4l QL SG'7t/ Fwc yZS r 9S/ - S.3S Phone: Prom: BOB HASTINGS Pages: f Date: !/- 2-2 - 4 2- Re: JV AI ! �l Lr tf� ss fit 1.� i ❑ Urgent ❑ For Revlew P,For Your Use ❑ Please Reply ❑ As Requested COMMENTS: ./ti 77", 77r',` sl- c, FC cam- -moo.✓ rye- � rV 77i4Ca/ wi�J y Z)yo w "I"' isc A-,00cFTa A7T 3 i��c�•� Ll-�v/sc; R. cf. Alia ompan GENERAL CONTRACTORS 9215 Martin Luther King Way South Seattle, WA 98118 (� Phone: (206) 722-49M D Fax: (206) 722-2159 FaX To: %Z1UZ Attn: 12cAl Oc -fcW Fama /ZS - ""T/ - .53& / 1 From: BOB HASTINGS Pages: / t,'-NUF.;(GHOUND Uzi LITIES • EOUIPMEN r RENTAL • ROAD CONSTRUCTION • PUMP STATIONS Phone: Date: //— ZZ — O Z Re: 120,EZ/ ZZ .-V e % /�'A-5ee'VC AA-0 PifP.-L /.K�/LavcQl E�t7 7'f ❑ Urgent ❑ For Review /For Your Use ❑ Please Reply ❑ As Requested COMMENTS: IV,a�k- f6 13/ c)a4-0T- ro .0 y .1-fr r��dv r, L/7-Ly 1--�A-f G!i/A-r-- ,cec-r44 Sj'�G/F/C�'i"`oi✓ %� "fb�Z 772 � 0/Z4 6V11V 5' D c r� is .t r1v 13c 4,00c-'D a i `?. oL' Alia Company GENERAL CONTRACTORS 9215 Martin Luther King Way South Seattb, WA 98118 Phone: (206) 722-49M Fax: (206) 722-2159 Fc4ptx To: Cl7y O/-- From: BOB HASTINGS Attn: T 10, GUiG S0.t) Fa3c TZ 5 - 4{30 - J Z <-� / Pages: Z Phone: Date: /! — Z : t7 Z Re: ItZ� (f . 7-7 A,Lo r/v ,ct e� T .r L-NUf.:tGkcIu;`lo UrILITIES Eau IPMENT RF_NTAL • ROA, CONSTRUCTION • PUMP STATIONS ❑ Urgent ❑ For Review Id For Your Use ❑ Please Reply ❑ As Requested COMMENTS: �� • �,c 7-0 XA12 12cr R.L. ALIA COMPANY GENERAL CONTRACTORS PUMPING STATIONS 9275 M. L. KING WAY SOUTH ROAD CONSTRUCTION SEATTL& WA5HINGTON98118 E-MAIL ADDRESS: rlallaco®m/ndspring.com CONCRETE STRUCTURES (205)-722-4900 office UNDERGROUND UTILITIES (206) 722.2759 fax LARGE DEWATERING EQUIPMENT, FAX TRANSMITTAL SHEET DATE: //-2z-.oZ COMPANY: ATTENTION: FAX #: 'y-1s V-o 2:1 YI FROM: 77 The number of pages I have sent you including the cover page is . If you failed to receive all of the pages please call 206-722-4900. COMMENTS: THANK YOU. CONTRACTOR'S LICENSE NIJMBF.R R L A IAC-1 0 a P T TO 39Cd 03 CI7G 7 d 6STZ-ZZL-90Z 6S:9T ZBOZ/ZZ/TT ti�Y o� City of Renton r% PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT IN Utility Systems - Fifth Floor 1055 South Grady Way Renton, WA 98055 TO: Bob Hastings R.L. Alia Company Phone: (206) 722-4900 Fax Phone: (206) 722-2159 SUBJECT: CAG-02-082, CT Detention Pipeline Project — Change 2 — CORRECTED COPY Date: 11 /25/2002 FROM: J.D. Wilson Water Utility Phone: (425) 430-7295 Fax Phone: (425) 430-7241 Number of pages including cover sheet 2 I REMARKS: = Original to ElUrgent ❑ Reply ElPlease ❑ For your be mailed ASAP Comment review :•. Here is Change Order # 2 (CORRECTED COPY). If you agree, please sign and fax back to me. I'll mail you the original for signature. Thank you for calling attention my quantity error. I have approval to process Alia's pay request today. Please get it to me soon. Thanks. IQ J. . Wilson RENTON AHEAD or THE CURVE Public Works Department CONTRACT CHANGE ORDER AGREEMENT CONTRACT: CAG-02-082- CT Detention Pipeline and Park Improvemts (W-2893) C.O.# 2 CONTRACTOR: R.L. Alia Company SUMMARY OF PROPOSED CHANGE: Description of Work Unit Cost Total Cost 1. Lost Time and Materials due to Vandelism at Job Site Lump Sum $3,372.79 Alia letters of 19 November 2002. Police file numbers : 023131, 029132, 029133, 029134, 029177,0210317. 2. Relocate irrigation lines and control wires. Lump Sum $2,233.42 Alia letters of 19 November 2002. 3. Add welded wire mesh to sidewalks $3.15 / SY $3,874.50 Add 6" x 6", 9 gauge welded wire mesh to all sidewalks poured after November 21, 2002. (All sidewalk areas less those westerly of Point # 14 on Sheet 10). The approximate area is 1,230 square yards. 4. Correction to Change Order # 1 Quantity of additional exposed aggregate sidewalk should be 256 SY; not 234 SY. Add 22 SY $15 / SY $330.00 Subtotal $9,810.71 Sales Tax @ 8.8% $863.34 TOTAL $10,674.05 ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATED CHANGE COMPLETION DATE AFTER COMPLETION DATE COMPLETION DATE CHANGE 5/8/2003 170 working days) 5/8/2003 170 working days) None 5/8/2003 170 working days) ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATED NET CHANGE ESTIMATED CONTRACT AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE $979,178.24 $982,997.12 $10,674.05 $993,671.17 SIGNATURES: Contractor: Project Engineer: Approved By: (Utility Syst= Manager) Date: /( Date: 2 5 4, 206e- Date: ti�Y o� City of Renton PLANNING/BUILDING/ ♦ PUBLIC WORKS DEPARTMENT Utility Systems - Fifth Floor 1055 South Grady Way Renton, WA 98055 TO: Bob Hastings R.L. Alia Company Phone: (206) 722-4900 Fax Phone: (206) 722-2159 Date: 12/19/2002 FROM: J.D. Wilson Water Utility Phone: (425) 430-7295 Fax Phone: (425) 430-7241 SUBJECT: CAG-02-082, CT Detention I Number of pages including cover sheet 2 Pipeline Project — Change 3 RENTON AHEAD OF THE CURVE le, c to Alia Co man ou GENERAL CONTRACTORS 9215 M. L. KING WAY SOUTH SEATTLE, WASHINGTON 98118 (206) 722-4900 FAX (206) 722-2159 November 19, 2002 City of Renton 1055 South Grady Way Renton, WA 98055 Re: CT Detention Pipeline Project Added Work ATTN: J. D. Wilson J.D., UNDERGROUND UTILITIES EQUIPMENT RENTAL CONCRETE PAVING rialiaco@mindspring.com RECE1VEC' NOV z ; tL ! CITY OF RENTOrn, UTILITY SYS{etc Per the attached, Alia performed extra work in repairing approximately 350 LF of vandalized fencing per Police Case #029132. As you can see per our attached recap our costs for this added work total $ 1,089.33. Please review and process for payment at your earliest convenience. If you have any questions, please contact Mark Baker in the field to discuss this. Thank you, 6 R. L. Alia Company , Gary J. Pankiewicz, Accountant CONTRACTOR'S LICENSE NUMBER RL-AL-IC* 104PT • R. L. Alia Company Work for City of Renton CT Detention Pipeline Project 9/16/02 Repair vandalized fencing, approx. 350' - Case No. 029132 LABOR Superintendent Operator/Mechanic Pipelayer Truck Driver Carpenter Laborer Flagger 20% markup COMPANY EQUIPMENT 1-Ton Tool Truck 3/4 Ton Pickup 580 Case 400 Komatsu 200 Komatsu with hopak Solo Dump Truck Light Plant 15% markup SUBCONTRACTORS 5% markup MATERIALS, RENTALS, OTHER 2" sch 40 steel pipe, LF Hrs/Units Rate Subtotal 4 $52.26 $209.04 4 $44.17 $176.68 $37.62 $0.00 $41.39 $0.00 $42.33 $0.00 4 $36.62 $146.48 4 4 200 $31.05 $0.00 $532.20 106.44 $11.70 $25.00 $1.00 15% markup Sub Total + 5% markup for bond, ins. Et Al Total $46.80 $0.00 $100.00 $0.00 $0.00 $0.00 0.00 $146.80 22.02 Total $638.64 $168.82 $0.00 0.00 $0.00 0.00 $0.00 $200.00 $0.00 $0.00 $0.00 $0.00 0.00 $200.00 30.00 230.00 $1,037.46 51.87 $1,089.33 R.L. ALIA COMPANY 9215 MLK WAY SOUTH SEATTLE, WA 98118 206-722-4900 FOREMAN'S NAME: MOA �. ��.-A J � � �'.• �'Y l � ���a.,.�.\`, 4 � :, ;- mac. � �:��. � �_=: PROJECT NAME & NUMBER: DATE: '� % �j Q WEATHER CONDITIONS: SUBCONTRACTORS ON SITE: DAILY TASK & LOCATION: COMPANY EQUIPMENT OPERATOR HRS. STANDBY HRS. •� - _ � .., _ `/•mil l �s COMMENTS: le, of . 4ha (fornparty GENERAL CONTRACTORS 9215 M. L. KING WAY SOUTH SEATTLE, WASHINGTON 98118 (206) 722-4900 FAX (206) 722-2159 November 19, 2002 City of Renton 1055 South Grady Way Renton, WA 98055 Re: CT Detention Pipeline Project Added Work ATTN: J. D. Wilson J.D., UNDERGROUND UTILITIES EQUIPMENT RENTAL CONCRETE PAVING rlaliaco n,mindspringxom RECEIVED NOV 2 ; L J2 CITY OF RENTON UTILITY SYSTEMS Per the attached, Alia performed extra work in repairing and replacing vandalized fence per Police Case #029133. As you can see per our attached recap our costs for this added work total $ 437.24. Please review and process for payment at your earliest convenience. If you have any questions, please contact Mark Baker in the field to discuss this. Thank you, R. L. Alia Company Gary J. Pankiewicz, Accountant CONTRACTOR'S LICENSE NUMBER RL-AL-IC* 104PT R. L. Alia Company Work for City of Renton CT Detention Pipeline Project 9/23/02 Repair and replace vandalized fence - Case # 029133 LABOR Superintendent Operator/Mechanic Pipelayer Truck Driver Carpenter Laborer Flagger 20% markup COMPANY EQUIPMENT 1-Ton Tool Truck 2 each 3/4 Ton Pickup 580 Case 400 Komatsu 200 Komatsu with hopak Solo Dump Truck Light Plant 15% markup SUBCONTRACTORS 5% markup MATERIALS RENTALS, OTHER Keep out, no tresp signs, McLendons Hrs/Units Rate Subtotal 2 $52.26 $104.52 2 $44.17 $88.34 $37.62 $0.00 $41.39 $0.00 $42.33 $0.00 2 $36.62 $73.24 4 1 $31.05 $0.00 $266.10 53.22 $11.70 $25.00 $37.63 15% markup Sub Total + 5% markup for bond, ins. Et Al Total $46.80 $0.00 $0.00 $0.00 $0.00 $0.00 0.00 $46.80 7.02 Total $319.32 $53.82 $0.00 0.00 $0.00 0.00 $0.00 $37.63 $0.00 $0.00 $0.00 $0.00 0.00 $37.63 5.64 $43.27 $416.41 20.82 $437.24 R.L. ALIA COMPANY 9215 MLK WAY SOUTH SEATTLE, WA 98118 206-722-4900 FOREMAN'S NAME: �,, ^� OVVNERW,-REPRESeNTRTfVES'ON°3P9,E: tZ 4 x i.t? ,c `' ice, � � : ti1 �.b'-�..• PROJECT NAME & NUMBER: LINCOLN RESERVOIR VAULT AND PIPING SCHEDULE I DATE: �, 1 ��" ,� t �1C�� �E it ""`�°1 ��1C + ;, "..0 �7 ` lC^ :3 �a� �'�e'l �lfw;Y> a °L.'� i�1�,•:[. ��..•.. �'� 'ti•. WEATHER CONDITIONS: SUBCONTRACTORS ON SITE: DAILY TASK & LOCATION: Q\\ ` �( � � •� o � c O COMPANY EQUIPMENT OPERATOR HRS. STANDBY HRS. COMMENTS: ti � -- --_._..__.�� %� �.`h 1���.� �1„���"'�'- .�� �,,,•,-_�'"'�"•+�..."'M�a2"•°?FF-r� �i}�a A�i� 1j•r^ -`� ,r�. �µ1.-.,�N•. �.�'^ �.,...,.� 1 .�• �z� �, ,�`"'� 715 Lind�Ave * •"� Accounting Office ' - C Renton, WA 98055' INC. "�`' FttCi1 uN a�t3,,5 `, ` " (425) 235-3571 PWI -: (425) c15-35j� www.mciendons.com Federal Tax-I:D...No-----:-.- -all -•^\ fC& '':'x,, YT, `t,'1=:� .'S.r I�,r.; U5 cf Z. • PURCHASE ORDER NO. REFERENCE TERMS CLERK DATE TIME CUSTOMER NO JOB NO P y :EF PC, t p t;E. N'-:T :il± S R I qLTA CAVNNNM 9215"':�YINS'14PY. f L p RES_#: C 6cW 10 370 610r• } �hltG1C %n r .,C TT{ i�I. �f.R 1. ?HY. (jCc TkXAB�.t 8.814 0 �(3i•i ?2�- 91ti 0 { Terms: All accounts due 1 Oth of month following date of purchase. A Finance Charge at the rate of 1 1/2 % per month will be - due accounts, this is equivalent to the annual rate of 18%. If referred to an attorney for collection, purchaser charged on all past I agrees to pay reasonable legal fees and costs. UNITS PRICE/PER EXTENSION SHIPPED ORDEREDDESCRIPTION E r '7gg Gr}MicF i;cEG OUTg;q 1. e' I 1. iF• 1 / id v ,. E.� lei4h Nu 7iES-VJ(1L65 .1. a % ." : .6� 1/Cr: ! 4, rt; �P; . {itEr. ti,1t? -43 6 .6=1 Fla D. EA �_, . , h8 T5, i�J' Tc € r R TENrFS I ti 1, Al !E� �t, 401 P' ., ER 5= ;vu? B13L rAlE- t,E S y _ t5 �? _ �.'y = �(.r Gc , t�:'?: �i�:. .� � rl•1:.! E,�P.:� 'I I 4 1...• . � , .1. �l�i j'� • : rwI; i ff;�,TE)dEFS i:5q..E,P I i I i � i I i i i i I DISCOUt�I-1F PAID BY 10th f13N . alp e.•�,: "-�--,...-"�•� I�;�C, TD;L I N �� !',,,sue �''�,•-� RECEIZE[5i3V•' Ai DI ALL CLAIMS AND RETURNED GOODS MUST BE ACCOMPANIED BY THIS BILL AND ANY DISCR6PANCiEB MkJ�ST BE REPORTED WITHIN 5 DAYS FROM INVOICE DATE. T�;T(i '•�d• i v. ci,7i.•>'I r, r.,. le, ct, .4ha Company GENERAL CONTRACTORS 9215 M. L. KING WAY SOUTH SEATTLE, WASHINGTON 98118 (206) 722-4900 FAX (206) 722-2159 November 19, 2002 City of Renton 1055 South Grady Way Renton, WA 98055 Re: CT Detention Pipeline Project Added Work ATTN: J. D. Wilson J.D., UNDERGROUND UTILITIES EQUIPMENT RENTAL CONCRETE PAVING rlaliaco@mindspring.com REGENED NOV 2 12002 CITY OF RENTON UTILITY SYSTEMS Per the attached, Alia performed extra work in repairing fencing knocked down along the east side of the play area per Police Case #029134. As you can see per our attached recap our costs for this added work total $ 111.99. Please review and process for payment at your earliest convenience. If you have any questions, please contact Mark Baker in the field to discuss this. Thank you, R. L. Alia Company Gary J. Pankiewicz, Accountant CONTRACTOR'S LICENSE NUMBER RL-AL-IC* 104PT R. L. Alia Company Work for City of Renton CT Detention Pipeline Project 9/24/02 Repair knocked down fencing along eastside of play area - Case # 029134 LABOR Superintendent Operator/Mechanic Pipelayer Truck Driver Carpenter Laborer Flagger 20% markup COMPANY EQUIPMENT 1-Ton Tool Truck 3/4 Ton Pickup 580 Case 400 Komatsu 200 Komatsu with hopak Solo Dump Truck Light Plant 15% markup `SUBCONTRACTORS 5% markup MATERIALS, RENTALS, OTHER 15% markup Sub Total Hrs/Units Rate Subtotal 1 $52.26 $52.26 $44.17 $0.00 $37.62 $0.00 $41.39 $0.00 $42.33 $0.00 1 $36.62 $36.62 $31.05 $0.00 $88.88 17.78 $11.70 $0.00 $0.00 $25.00 $0.00 $0.00 $0.00 $0.00 0.00 $0.00 0.00 + 5% markup for bond, ins. Et At Total $0.00 0.00 $0.00 0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0.00 $0.00 0.00 Total $106.66 $0.00 $0.00 0.00 $106.66 5.33 $111.99 R.L. ALIA COMPANY 9215 MLK WAY SOUTH SEATTLE, WA 98118 206-722-4900 FOREMAMS NAME: \ \ nntNEW, REP.RESENTAT,*VES<OMSFTE: } ;• PROJECT NAME & NUMBER:�''�1�„i LINCOLN RESERVOIR VAULT AND PIPING SCHEDULE I DATE: - \ ' WEATHER CONDITIONS: SUBCONTRACTORS ON SITE: DAILY TASK & LOCATION: COMPANY EQUIPMENT OPERATOR HRS. STANDBY HRS. cx� COMMENTS: i R c Lk Aha Com arc y GENERAL CONTRACTORS 9215 M. L. KING WAY SOUTH SEATTLE, WASHINGTON 98118 (206) 722-4900 FAX (206) 722-2159 November 19, 2002 City of Renton 1055 South Grady Way Renton, WA 98055 Re: CT Detention Pipeline Project Added Work ATTN: J. D. Wilson J.D., UNDERGROUND UTILITIES EQUIPMENT RENTAL CONCRETE PAVING rlaliaco(a,mindspring.com RECEIVED NOV2 ► "-� 2 CITY OF RENTON UTILITY SYSTEMS Per the attached, Alia performed extra work in repairing fencing Knocked down by 3 youths along the south side of the play area per Police Case #029177. As you can see per our attached recap our costs for this added work total $ 500.06. Please review and process for payment at your earliest convenience. If you have any questions, please contact Mark Baker in the field to discuss this. Thank you, R. L. Alia Company Gary J. Pankiewicz, Accountant CONTRACTOR'S LICENSE NUMBER RL-AL-IC* 104RT R. L. Alia Company Work for City of Renton CT Detention Pipeline Project 9/25/02 Repair fencing knocked down by 3 youths along south side of play area - Case # 029177 LABOR Superintendent Operator/Mechanic Pipelayer Truck Driver Carpenter Laborer Flagger 20% markup COMPANY EQUIPMENT 1-Ton Tool Truck 3/4 Ton Pickup 580 Case 400 Komatsu 200 Komatsu 50% standby rate Solo Dump Truck 50% standby rate Light Plant 15% markup SUBCONTRACTORS 5% markup MATERIALS, RENTALS, OTHER Hrs/Units Rate Subtotal 2 $52.26 $104.52 2 $44.17 $88.34 $37.62 $0.00 2 $41.39 $82.78 $42.33 $0.00 $36.62 $0.00 $31.05 $0.00 $275.64 55.13 2 $40.15 2 $23.10 15% markup Sub Total + 5% markup for bond, ins. Et Al Total $0.00 $0.00 $0.00 $0.00 $80.30 $46.20 0.00 $126.50 18.98 $0.00 0.00 $0.00 0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0.00 $0.00 0.00 Total $330.77 $145.48 $0.00 0.00 $476.24 23.81 $500.06 R.L. ALIA COMPANY 9215 MLK WAY SOUTH SEATTLE, WA 98118 206-722-4900 FOREMAN'S NAME: REPRESENTATNieS•ON-SITE: PROJECT NAME & NUMBER: 1 •r LINCOLN RESERVOIR VAULT AND PIPING SCHEDULE I DATE: - WEATHER CONDITIONS: SUBCONTRACTORS ON SITE: DAILY TASK 8 LOCATION: \ " % Q 1� "C} :C.{'� " C �.r'•--.1 >4 ;� i �, t COMPANY E UIPM T OPERATOR HRS. STANDBY HRS. - v. 4 � I �C.�Q � '.' n''C�'.;.�.`•>:�,..- �>4.:.,its \ i f {`tom � .�•� ��,\ :. `;\ \ p"y'',. �). �). , + 1 � COMMENTS:6,; ;.%;--y C, i le, cot Aha Comrany GENERAL CONTRACTORS 9215 M. L. KING WAY SOUTH SEATTLE, WASHINGTON 98118 (2061 722-4900 FAX (206) 722-2159 November 19, 2002 City of Renton 1055 South Grady Way Renton, WA 98055 Re: CT Detention Pipeline Project Added Work ATTN: J. D. Wilson J.D., UNDERGROUND UTILITIES EQUIPMENT RENTAL CONCRETE PAVING rlaliaco@mindspring.com RECEIVED NOV 2 12002 CITY O TILISTO S-f CMS Per the attached, Alia performed extra work in repairing vandalized fencing and fire hose per Police Case 90210397. As you can see per our attached recap our costs for this added work total $ 869.95. Please review and process for payment at your earliest convenience. If you have any questions, please contact Mark Baker in the field to discuss this. Thank you, R. L. Alia Company Gary J. Pankiewicz, Accountant CONTRACTOR'S LICENSE NUMBER RL-AL-IC* 104PT • R. L. Alia Company Work for City of Renton CT Detention Pipeline Project 11/1/02 Repair vandalized fencing and fire hose - Case # 0210397 LABOR Superintendent Operator/Mechanic Pipelayer Truck Driver Carpenter Laborer 2 each Flagger 20% markup COMPANY EQUIPMENT 1-Ton Tool Truck 3/4 Ton Pickup 580 Case 400 Komatsu 200 Komatsu Solo Dump Track Light Plant 15% markup ;SUBCONTRACTORS 5% markup MATERIALS, RENTALS, OTHER Hrs/Units Rate Subtotal 2 $52.26 $104.52 $44.17 $0.00 $37.62 $0.00 $41.39 $0.00 $42.33 $0.00 16 $36.62 $585.92 $31.05 $0.00 $690.44 138.09 15% markup Sub Total + 5% markup for bond, ins. Et Al Total $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0.00 $0.00 0.00 Total $828.53 $0.00 $0.00 0.00 $828.53 1.43 $869.95 R.L. ALIA COMPANY 9215 MLK WAY SOUTH SEATTLE, WA 98118 206-722-4900 FOREMAN'S NAME: 1 ' ' << .-v OWNER'S REPRESENTATIVES ON SITE: PROJECT NAME & NUMBER: LINCOLN RESERVOIR VAULT AND PIPING SCHEDULE I DATE: ' 1 T^ l WEATHER CONDITIONS: SUBCONTRACTORS ON SITE: DAILY TASK & LOCATION: ` n_ COMPANY EQUIPMENT OPERATOR HRS. STANDBY HRS. 1 pp COMMENTS: -'��4;'14 ; R c , Aha Comrany GENERAL CONTRACTORS 9215 M. L. KING WAY SOUTH SEATTLE, WASHINGTON 98118 (206) 722-4900 FAX (206) 722-2159 November 19, 2002 City of Renton 1055 South Grady Way Renton, WA 98055 Re: CT Detention Pipeline Project Added Work ATTN: J. D. Wilson J.D., UNDERGROUND UTILITIES EQUIPMENT RENTAL CONCRETE PAVING rlaliaco@a mindspringxom RECEIVED NOV 2 12002 CITY OF RENTON UTILITY S`/STEMS Per the attached, Alia performed extra work in repairing vandalized fence fabric. As you can see per our attached recap our costs for this added work total $ 111.99. Please review and process for payment at your earliest convenience. If you have any questions, please contact Mark Baker in the field to discuss this. Thank you, R. L. Alia Company Gary J. Pankiewicz, Accountant CONTRACTOR'S LICENSE NUMBER RL-AL-IC* 104RT R. L. Alia Company Work for City of Renton CT Detention Pipeline Project 9/17/02 Repair vandalized fence fabric LABOR Hrs/Units Rate Subtotal Total Superintendent 1 $52.26 $52.26 Operator/Mechanic $44.17 $0.00 Pipelayer $37.62 $0.00 Truck Driver $41.39 $0.00 Carpenter $42.33 $0.00 Laborer 1 $36.62 $36.62 Flagger $31.05 0.00 $88.88 20% markup $17.78 $106.66 COMPANY EQUIPMENT 1-Ton Tool Truck $11.70 $0.00 3/4 Ton Pickup $0.00 580 Case $25.00 $0.00 400 Komatsu $0.00 200 Komatsu with hopak $0.00 Solo Dump Truck $0.00 Light Plant $0.00 $0.00 15% markup $0.00 $0.00 SUBCONTRACTORS $0.00 0.00 $0.00 5% markup 0.00 $0.00 AATERIALS, RENTALS, OTHER $0.00 $0.00 $0.00 $0.00 $0.00 0.00 $0.00 15% markup $0.00 $0.00 Sub Total $106.66 + 5% markup for bond, ins. Et At $5.33 Total $111.99 R.L. ALIA COMPANY 9216 MLK WAY SOUTH SEATTLE, WA 9811-8 206-722-4900 FOREMAN'S NAME: OWNER'S REPRESENTATIVES ON SITE: �'; Pam; �r•. ' PROJECT NAME & NUMBER: LINCOLN RESERVOIR VAULT AND PIPING SCHEDULE I DATE: R - `-� " WEATHER CONDITIONS: SUBCONTRACTORS ON SITE: DAILY TASK & LOCATION: COMPANY EQUIPMENT OPERATOR HRS. STANDBY HRS. ��_t } ^ 1 }� .� � i},\'�•.... �^ "1'; , `� i��.--aft: •4 d•_-.1 �;+•"�,� l COMMENTS: lee ot.Aha Company GENERAL CONTRACTORS 9215 M. L. KING WAY SOUTH SEATTLE, WASHINGTON 98118 (2061 722-4900 FAX (206) 722-2159 December 3, 2002 City of Renton 1055 South Grady Way Renton, WA 98055 Re: CT Detention Pipeline Project Added Work ATTN: J. D. Wilson J.D., DEC - 9 2002 CITY OF RENTON '_)I ILITY SYSTEMS UNDERGROUND UTILITIES EQUIPMENT RENTAL CONCRETE PAVING rlaliaco@,mindspring.com Per the attached, Alia performed extra work in repairing broken PVC line in conflict with the basketball courts. Alia determined the problem, procured supplies to make the repair, installed the new line deeper, backfilled and compacted. As you can see per our attached recap our costs for this added work total $ 1,263.08. Please review and process for payment at your earliest convenience. If you have any questions, please contact Mark Baker in the field to discuss this. Thank you, R. L. Alia Company Gary J. Pankiewicz, Accountant CONTRACTOR'S LICENSE NUMBER RL-AL-IC* 104PT R. L. Alia Company Work for City of Renton CT Detention Pipeline Project 11/22/02 Repair unmarked, broken PVC line in conflict with basketball courts. Determined problem, procured supplies to repair, install new line deeper, backfill & compact. LABOR Superintendent Operator/Mechanic Pipelayer Truck Driver Carpenter Laborer Flagger 20% markup COMPANY EQUIPMENT 1-Ton Tool Truck 3/4 Ton Pickup 580 Case 400 Komatsu 200 Komatsu Solo Dump Truck 120 Komatsu w/hopak 15% markup SUBCONTRACTORS 5% markup MATERIALS, RENTALS, OTHER 1" PVC Elbows, McLendons 1" PVC Pipe, McLendons Hrs/Units Rate Subtotal 4 $52.26 $209.04 6 $44.17 $265.02 6 $37.62 $225.72 $41.39 $0.00 $42.33 $0.00 $36.62 $0.00 $31.05 $0.00 $699.78 139.96 Total $839.74 2 $11.70 $23.40 $0.00 6 $25.00 $150.00 $0.00 $0.00 $0.00 2 $47.90 $95.80 $269.20 0.38 $309.58 4 $0.45 1 $44.82 15% markup Sub Total + 5% markup for bond, ins. Et Al Total $0.00 0.00 $0.00 0.00 $1.80 $44.82 $0.00 $0.00 $0.00 0.00 $46.62 6.99 $0.00 53.61 $1,202.93 0.15 $1,263.08 R.L. ALIA COMPANY - 9215 MLK WAY SOUTH SEATTLE, WA 98118 206-722-4900 FOREMAN'S NAME: OWNER'S R NTATNES ON SITE: PROJECT NAME & NUMBER: AULT AN PIPING r IAmal DATE: I _ G �ntiOl�/ WEATHER CONDITIONS: G SUBCONTRACTORS ON SITE: DAILY TASK & LOCATION: 1� • ova S Nr S M` h•s COMPANY EQUIPMENT OPERATOR HRS. STANDBY HRS. S v kowt v � Poo" 6 - tI IS (VIA r l a, '7a-0b A c-e. COMMENTS: ; j �,• d- eu ' f l�e,J o►0Ic r.*I ! D=+' T 71counting Office �T Renton, WA 98055 �vrA� 3571 INC. RENTON, WA 98055 (4 mclen ons- www.mclendons.com PHONE: (425) 235-3555 Federal Tax LD..No. 7 - pn*0743973 -- -- . �IPT F visit its at ' TERMS CLERK DATE TIME REFERENCE KATY B 11/22/02 9.4S CUSTOMER NO JOB NO PURCHASE ORDER NO. NET 11TH - 180648 RENTON F'0 q RENTON DOCM 206504 s*IE* R L ALIA COMPANY H INVOICE I I RESLH: C 600 149 378 6/06 9215 M L KING WAY S p,�**IFIEItIE i WA 98116 T TAX 862 TAXABLE 8.8% - RENTON r SEATTLE o - y purchase' �C•��nl 'r11tj1,[ er nth will gg i•ot �!..,,,. counts char ed All on all pest due acounts,�his is lequ valenteo theuannuae rate lot 18%. Itareteraed to an ettorne/2torc ollecUon, p e agrees to pay reasonable legal fees and costs. . • WIIN- 152.9911EA 152.99 CH ' 169.99 1 6.28 CH EA I 10602540 LASER LEVEL 880 SQUARE 3.49 2 3.141/EA 1 AAA4-ALK BATTERY 6.291/EA 12.58 CH EA 10600120 .50 4 2 EA 61040240 TAF 1 Y 73 'fELLOW 6•50 2 .45 /EA 1.80 CH EA 053039 " F'UC 5 ELBOW SLzSL i TAXABLE 0.00 tE AMOUNT CHARGED TO STORE ACCOUNTS 173.65 NON TAXABLE 173.65 DISCOUNT IF PAID BY 10th SUBTOTAL 173.6i (MARK BAKER � At X 0.00 DI RECEIV TAX AMOUNT MUST By THIS BILLTOTAL AMOUNT 173.65 ALL DISCREPANCIES SRETURNED REPO DSD W TMN 5 DAYOS FROMRNVOICE DATE. AN — — MUST BE - - - - -rc"m -MUNT 36.91 - 16TAL APIOUNT �g,02 TOT WT:.00 - -- _ MNDON�McL T0, TREET 715 LIn�1l INC. RenACCton RENTON, WA 98055 (425)235-3571 PHONE: (425) 235-3555 www.mciendons.com ederat Tax-1.0,1N 'RECEIPT F 99a visit US at CUSTOMER NO JOB NO PURCHASE ORDER NO, REFERENCE TERMS CLERK DATE TIME 100640 liberty Park PO # liberty Park NET 11TH SHARINA B 11/22/02 10:l6 o R L ALIA COMPANY H DOC# 206518 p 9215 M L KING WAYS P RESL#: C 600 149 378 6/06 * INVOICE x u SEATTLE WA 98118 U **xF*!tr+I Terms: All accounts due h o month lollowing date of purchase. A Finance Charge at the rate of 1 1/2 % per month will be TAX 862 TAXABLE 8.8% - REN T ON charged on all past due accounts, this is equivalent to the annual rate of 18%. If referred to an attorney for collection, purchaser agrees to pay reasonable legal fees and costs. -20 EA 10443087 PIPE PVC 20 200# EDIT RET 10 EAI 10443170 PIPE PVC 1"x201 SCH 40 453# DISCOUNT9IF PAID BY 10th 1.49 20 1.34 /EA -26.80R N 4.98 10 4.482/EA 44,82 CH * AMOUNT CHARGED TO STORE ACCOUNT ** 18.02 TAXABLE 0.00 NON-TAXABLE 18.02 X n (GEORGE LAMPHEAR ) SUBTOTAL 18.02 R)06IVED B ALL CLAIMS AND ETURNED GOODS MUST BE ACCOMPANIED BY THIS BILL AND ANY DISCREPANCIES MUST BE REPORTED WITHIN 5 DAYS FROM INVOICE DATE. TAX AMOUNT 0.00 TOT UT: .00 TOTAL AMOUNT 18.02 le, cot Aha (fomrany GENERAL CONTRACTORS 9215 M. L. KING WAY SOUTH SEATTLE, WASHINGTON 98118 (206) 722-4900 FAX (206) 722-2159 December 5, 2002 City of Renton 1055 South Grady Way Renton, WA 98055 Re: CT Detention Pipeline Project Added Work ATTN: J. D. Wilson J.D., UNDERGROUND UTILITIES EQUIPMENT RENTAL CONCRETE PAVING rlaliaco@mindspring.com Per the attached, Alia performed extra work in designing a concrete mix and pouring a test panel for the City's inspection, review and approval. As you can see per our attached recap our costs for this added work total $ 738.38. Please review and process for payment at your earliest convenience. If you have any questions, please contact Mark Baker in the field to discuss this. Thank you, R. L. Alia Company 1� Gary J. Pankiewicz, Accountant CONTRACTOR'S LICENSE NUMBER RL-AL-ICE 104PT R. L. Alia Company Work for City of Renton CT Detention Pipeline Project 11/22/02 Alia designed concrete mix and poured test panel per JD with City of Renton LABOR Superintendent Operator/Mechanic Pipelayer Truck Driver Carpenter Laborer Flagger 20% markup COMPANY EQUIPMENT 1-Ton Tool Truck 3/4 Ton Pickup 580 Case 400 Komatsu 200 Komatsu Solo Dump Truck 120 Komatsu w/hopak 15% markup SUBCONTRACTORS South Central Concrete LS 5% markup MATERIALS, RENTALS, OTHER Concrete, Miles Sand & Gravel, CY Hrs/Units Rate Subtotal 2 $52.26 $104.52 $44.17 $0.00 $37.62 $0.00 $41.39 $0.00 $42.33 $0.00 $36.62 $0.00 $31.05 $0.00 $104.52 20.90 $11.70 $25.00 $47.90 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0.00 $0.00 0.00 Total $125.42 $0.00 1 $400.00 $400.00 0.00 $400.00 20.00 $420.00 1 $137.21 15% markup Sub Total + 5% markup for bond, ins. Et Al Total $137.21 $0.00 $0.00 $0.00 $0.00 0.00 $137.21 20.58 157.79 $703.22 35.16 $738.38 R.L. ALIA COMPANY 9215 MLK WAY SOUTH SEATTLE, WA 98118 206-722-4900 DATF FOREMAN'S NAME: OWNER'S REPRESENTATIVES ON SITE: vo PROJECTNAME& NUMBER: I DATE: WEATHER CONDITIONS: i SUBCONTRACTORS ON SITE: DAILY TASK & LOCATION: ACb Atirr- V 'tom/tt G c COMPANY EQUIPMENT OPERATOR HRS. STANDBY HRS. __ c f 0 U �- (,J n 0 `�"D r 44 on s .y 61 I COMMENTS: INVOICE INVOICE NUMBER - _ 212867 Inman BERM amm m I.INVOICE DATE ® ® 11 /22/2002 SAND AND GRAVEL COMPANY P.O. BOX 130 AUBURN, WA 98071 CUSTOMER NUMBER CONCRETE ORDERS SAND & GRAVEL ORDERS SHELTON PLANT ORDERS ACCOUNTING/SALES (253) 833-3700 (253) 843-1787 (360) 426-3344 (253) 833-3705 001910 (253) 922-9116 (253) 922-1718 (253) 922-0327 To R. L. AL I A COMPANY JOB NUMBER 9215 M. L. KING WAY SOUTH 103 SEATTLE, WA 98118 DEC m 5 ?on? _ PAGE #: 1 PLNT #: 03 JOBADDRESS 1398 HOUSER WAY N - RENTON - LIBERTY PARK PO# : THIS INVOICE COVERS THE FOLLOWING DELIVERY TICKET(S) 462179 TONS OR CUBIC :: OTHER,'....', -.,DESCRIPTION r It i ` " Ih y PRODUCT p UNIT a to AMOUNT YARDS . .. ;' QUANTITY.• .. . t,. i' ..•d .. .. h,. .,.tf'.- 1...� i. .-. .er CODEPRICE - .•. 1.00 5 1 /2 EXP W/AIR 01550AXA 59.85 59.85 1.00 ENVIRONMENTAL COMPLIANCE CHRG 01 2.00 2.00 1.00 MIN LOAD CHARGE 02 72.00 72.00 1.00 5% + OR - 1 % MBAE 90 84 0.00 0.00 0.50 NC534 NON -CHLORIDE ACCELERATOR 87 6.72 3.36 SUB TOTAL 137.21 TERMS: NET 30 DAYS. INTEREST AT THE MAXIMUM ALLOWABLE RATE WILL BE CHARGED ON PAST DUE ACCOUNTS. IF COLLECTION BECOMES SALES TAX 0.00 NECESSARY REASONABLE ATTORNEYS FEES WILL BE ASSESSEC. TOTAL AMOUNT 137.21 R c , Aha Company GENERAL CONTRACTORS 9215 M. L. KING WAY SOUTH SEATTLE, WASHINGTON 98118 (206) 722-4900 FAX (206) 722-2159 November 19, 2002 City of Renton 1055 South Grady Way Renton, WA 98055 Re: CT Detention Pipeline Project Added Work ATTN: J. D. Wilson J.D., UNDERGROUND UTILITIES EQUIPMENT RENTAL CONCRETE PAVING rlaliacop.mindspring.com RECEIVED NOV 21 2002 Cj T LITTY R STEMS Per the attached, Alia performed extra work in re-routing existing irrigation and installing control wire to place it outside of new sidewalk. As you can see per our attached recap our costs for this added work total $ 1,531.16. Please review and process for payment at your earliest convenience. If you have any questions, please contact Mark Baker in the field to discuss this. Thank you, R. L. Alia Company Gary J. Pankiewicz, Accountant CONTRACTOR'S LICENSE NUMBER RL-AL-IC" 104PT R. L. Alia Company Work for City of Renton CT Detention Pipeline Project 11/4 - 11/5/02 Re-route existing irrigation to place it outside of new sidewalk per J.D. Wilson with City of Renton LABOR Superintendent Operator/Mechanic Pipelayer Truck Driver Carpenter Laborer Flagger 20% markup COMPANY EQUIPMENT 1-Ton Tool Truck 3/4 Ton Pickup 580 Case 400 Komatsu 200 Komatsu Solo Dump Truck Light Plant 15% markup SUBCONTRACTORS 5% markup MATERIALS, RENTALS, OTHER 2" sch 40 PVC, McLendons, LF Underground wire connectors, McLendons 2" PVC 'T', McLendons Junction boxes, McLendons Trace wire, Alia stock, LF Hrs/Units Rate Subtotal 4 $52.26 $209.04 8 $44.17 $353.36 $37.62 $0.00 8 $41.39 $331.12 $42.33 $0.00 $36.62 $0.00 $31.05 $0.00 $893.52 178.70 4 4 150 1 1 2 1000 $11.70 $25.00 $0.45 $10.43 $1.06 $4.94 $0.10 15% markup Sub Total + 5% markup for bond, ins. Et Al Total $46.80 $0.00 $100.00 $0.00 $0.00 $0.00 0.00 $146.80 22.02 $0.00 0.00 $0.00 0.00 $67.50 $10.43 $1.06 $9.88 $100.00 0.00 $188.87 28.33 Total $1,072.22 $168.82 $0.00 217.20 $1,458.24 72.91 $1,531.16 R.L. ALIA COMPANY 9216 MLK WAY SOUTH SEATTLE, WA 98118 206-722-4900 FOREMAN'S NAME: r l w rlw 3 t{O a w4,. � PROJECT NAME & NUMBER: / Q (' r ) �— >,vlLkcyr m DATE: WEATHER CONDITIONS: SUBCONTRACTORS ON SITE: DAILY TASK & LOCATION: for r .n fs COMPANY EQUIPMENT OPERATOR HRS. STANDBY HRS. S810 Go L 0» /vo GOYI W i 50 k-F of "sck�V— Lf0 + c ; ;� p- i COMMENTS: ( I SOO C U.. c uuxl- McL _ NTON :�`�'Er, II McLEaRMN Tk T 715 Lin ��T INC,Accounting Offtc W�� I RENTON, WA 98055 Renton, WA WOW PHONE: (425) 235-3555 (425)235-3571 www.mciendons.com —•-- ,�,-----__ ,!-�, �ederal lax LD,,NQ - r C V151t US at CUSTOMER NO ORDER NO. REFERENCE TERMS CLERK DATE TIME 100640ON =PU�RTCHASIE CT PO D RENTON CT NET 11TH AMANDA C 0/31/02 12:40 S R L ALIA COMPANY S DOCA 204012 L 9215 M L KING WAY S I 1/ * * D P O RESL#: C 600 149 378 6/06 INVOICE T SEATTLE WA 98118 T**** 0 (206) 722-4900 e TAX 862 TAXABLE 8.8% - RENTON Terms: All accounts due 10th of month following date of purchase. A Finance Charge at the rate of 1 112 % per month will be charged on all past due accounts, this is equivalent to the annual rate of 18%. If referred to an attoney for collection, purchaser ORIGINAL INV tnt JI CF aareas to Dav reasonable legal fees and costs. 2 EA 4026589 VALVE ACCESS BX7 1/COVER 5.49 2 4.941/EA 9.88 CH 3 EA IB286560 VALVE BOX 7" RND PPS 4.99 3 4.491/ER '""" 13 47 CN 15 EA �10443200 PIPE PVC 2"z20' SCH 40 2800 9.98 15 8.982/EA 134.73 CN 4 1 EA 316980 DRESSLER COUP PVC 1"168-105 2.39 4 2.151/EA 8.60 CH 1 EA 052380 2" PVC TEE SLzSLzSL 1.18 1 1.062/EA 1.06 CN 4 EA 'i053190 1" PVC COUPLING .26 4 .234/EA .94 CN 2 1 EA',317010 ' I i DRESSLER COUP PVC 2" 160-108 4.92 2 4.428/EA 8.86 CN T LnMUCD IU OIUnC HLUUUnI *x a r.JT InnnuLt_ DISCOUNT IF PAID BY 10th NON-TAXABLE 177.54 (MARK BAKER ) SUBTOTAL 177.54 ECEIVED BY ALL CLAIMS AND RETURNED GOODS MUST BE ACCOMPANIED BY THIS BILL AND ANY TAX AMOUNT 0.00 DISCFff fN f.S �U�j BE REPORTED WITHIN 5 DAYS FROM INVOICE DATE. TOTAL AMOUNT 177. J4 cLE ;ON :. - aP r, 4vtl '»:sc �. " ryi' :,.., erpisf%'{, �C- • o. Ri. Zwiy Yi/Sri" 1 ( 2Y :rii+w:yi 7d' • PHONE:(425)235 •• h..daf" :`.'�*' `,y`"`tt:« �.� k�.h - ."i'"" ..•F ,• ,..' N s, ;�• gip. I 1 !,� I," 1 i • � ��y:,� 4 �5 xr.• �„� �l.'NF`• �. At�F�' !tM v- wx� € � .��'�';���_f)Ssd'o. 'W:.kSYY', tiY.Ifl�.crYl1.•7=�'if CUSTOMER NO JOB NO PURCHASE ORDER NO. REFERENCE TERMS CLERK DATE 1 TIME 100640 ;ENTON CT PI PO # RENTON IT PI NET 11TH HARINA B 1)/28/02 8:54 S k L ALIA COMPANY S DOC#' 203603 L 9215 M L KING WAY S I D P U RESL#: C 600 149 378 6/06 INVOICE T SEATTLE WA 96118 T o (206) 722-4900 U TAX 862 TAXABLE 8.8% - RENTON Terms: All accounts due 10th of month following date of purchase. A Finance Charge at the rate of 1 1/2 % per month will be charged on all past due accounts, this Is equivalent to the annual rate of IS%. If referred to an attorney for collection, purchaser 9RI G! NAL I AJIV0I CE agrees to pay reasonable legal fees and costs. SHIPPED ORDERED UM SKU 4 EA 10443177 DESCRIPTION IPE- PVC- 1'x10' SCH 40 453#° , 2.49 '' 4 2.241/EA '?, 8.9E `CN 1 EA 10450830 ONNECTOR AQUA/RED,20PC BAG 11.59 1 10.431/EA 10.43 CN 4 EA 10450840 0NNECTOR AQUA/DK BLU 15PC BAG 11.99 4 10.791/EA 43.1E CN'. 2 �E.A 53190 " PVC COU1 LING .26 2 .234/EA .47_CN. 1 EA 053990 /4" PVC SLIP CAP .17 1 .153/EA .15 CN 1 EA 10602260 ULPER NOZZLE WET/DRY VAC 1 1/4" 4.99 1 4.491/EA ••4.49 CN 1 EA 88851 ASH WINDSHIELD GAL 1.49 1 1.341/EA 1.34 IN 1 EA 10220200 URPLE PRIMER CLEANER 32 OZ 6.99 1 6.291/EA 6.29 CH 1 EA 10220140 'VC CEMENT REG.320Z OATEY #31015 6.99 1 6.291/EA 6.29 CH 2 EA 045120 6 OZ MAPP GAS 6.99 2 6.291/EA 12.58 IN 3 EA 10143220 IPE PVC 3"120' SCH 40 2601 25.98 3 23.382/E1 10,15 CN 1 EA 10443227 i IIPE PVC 3"x10' SCH 40 2600 12.99 1 11.691/EA 11.69 CH DISCOUNT IF AID BY 1 AMOUNT CHARGED TO STORE ACCOUNT ** 176.00 TAXABLE 0.00 ' NON-TAXABLE 176.00 X _ ... ARK A SUBTOTAL 176.00 CEIVED BY >LL CLAIMS AND RETURNED GOODS MUST BE ACCOMPANIED BY THIS BILL AND ANY TAX AMOUNT 0.00 31SCREPANCIES MUST BE REPORTED WITHIN 5 DAYS FROM INVOICE DATE. TOT WT: 4.16 TOTAL AMOUNT 176.00 Ro cZ Aha Company GENERAL CONTRACTORS 9215 M. L. KING WAY SOUTH SEATTLE, WASHINGTON 98118 (206) 722-4900 FAX (206) 722-2159 November 19, 2002 City of Renton 1055 South Grady Way Renton, WA 98055 Re: CT Detention Pipeline Project Added Work ATTN: J. D. Wilson J.D., UNDERGROUND UTILITIES EQUIPMENT RENTAL CONCRETE PAVING RIEc,rJED �Ov Z 1 'Ml cUVL1OY s SNEMS Per the attached, Alia performed extra work in repairing broken PVC pipes on the SW corner of the site, located on sheet 10. As you can see per our attached recap our costs for this added work total $ 702.26. Please review and process for payment at your earliest convenience. If you have any questions, please contact Mark Baker in the field to discuss this. Thank you, R. L. Alia Company Gary J. Pankiewicz, Accountant CONTRACTOR'S LICENSE NUMBER RL-ALIC* 104PT R. L. Alia Company Work for City of Renton CT Detention Pipeline Project 11/18/02 Repair broken PVC pipes on SW comer of site, sheet 10. LABOR Superintendent Operator/Mechanic Pipelayer Truck Driver Carpenter Laborer Flagger 20% markup COMPANY EQUIPMENT 1-Ton Tool Truck 3/4 Ton Pickup 580 Case 400 Komatsu 200 Komatsu Solo Dump Truck Light Plant 15% markup SUBCONTRACTORS 5% markup MATERIALS, RENTALS, OTHER 3" sch 40 PVC, McLendons, LF 2" sch 40 PVC, McLendons, LF 3" couplers, McLendons 2" couplers, McLendons 15% markup Sub Total Hrs/Units Rate Subtotal 2 $52.26 $104.52 3 $44.17 $132.51 3 $37.62 $112.86 $41.39 $0.00 $42.33 $0.00 3 $36.62 $109.86 $31.05 $0.00 $459.75 91.95 3 $11.70 $35.10 $0.00 $0.00 $0.00 $0.00 $0.00 0.00 $35.10 5.27 $0.00 0.00 $0.00 0.00 40 $1.17 $46.80 30 $0.45 $13.50 3 $1.94 $5.82 1 $0.62 $0.62 $0.00 0.00 $66.74 10.01 + 5% markup for bond, ins. Et Al Total Total $551.70 $40.37 $0.00 76.75 $668.82 33.44 $702.26 R.L. ALIA COMPANY 9215 MLK WAY SOUTH SEATTLE, WA 98118 206-722-4900 FOREMAN'S NAME: 1(9w EPRESENTATIVES ON SITE: PROJECT NAME & NUMBER: p LEI 3 si / f L rf s t/t Cat_ DATE: _ O 2. / U u WEATHER CONDITIONS: SUBCONTRACTORS ON SITE: DAILY TASK & LOCATION: J , p c`t a 10 {Z) a rc) Te 7u 3 S © ' 9 ; A to K v Z�1n 70 ,4 j- O i�o A0 IJ 6 Le t ena COMPA E Mry c. e e UI ENT OPE ��'� R RS. STANDBY HRS. S L � 'c i f I COMMENTS: _ GOvc� 5tou rt I cLEI 4 fi' tTON�'' " Sp - rv-_ 1 715 Lin . Accounti�Office RENTON, WA 9805 Rento PHONE: (425) 235-3555 www.mclendons.com - - =-----�.,--- erat-Tax- p N EgiPT FO EF� # ff +visit us at ��"G CUSTOMER NO JOB NO PURCHASE ORDER NO. REFERENCE TERMS CLERK DATE TIME 100640 ;ENTON CT PI PO # RENTON CT PI NET 11TH HARINA B 1 /28/02 18:54 R" L ALIA COMPANY H 9215 M L KING WAY S I P RESL#: SEATTLE . WA 98118 T (206) 722-4900 0 TAX ms: All accounts due 10th of month following date of purchase. A Finance Charge at the rate of 1 1/2 % per month will be 3rged on all past due accounts, this is equivalent to the annual rate of 18%. If referred to an attorney for collection, purchaser rees to oav reasonable lecal fees and costs. DOC# 203603 C 600 149 378 6/06 INVOICE 862 TAXABLE 8.8% - RENTON ORIGINAL INVOICE ORDEREDSIHIPPED 4 EA 10443177 IPE•PVC'1"z101 SCH 40 453#'`, 2.49 4 2.241/EA `;.8.96'CN 1 EA 10450830 GNNECfGR AQUA/RED,24PC BAG 11.59 1 10.431/EA 10.43 CH 4 EA 10450840 ONNECTOR AQUA/DK BLU 15PC BAG 11.99 4 10.791/EA 43.16 CN 2 EA 53190 " PVC COUPLING .26 2 .234/EA .47 GN 1 EA 053990 /4" PVC SLIP CAP .17 1 .153/EA. .15 CN 1 EA 10602260 ULPER NOZZLE WET/DRY VAC 1 1/4" 4.99 1 4.491/EA 4,49 CN 1 EA 88851 ASH WINDSHIELD GAL 1.49 1 1,341/EA 1.34 CH 1 EA 10220200 PURPLE PRIMER CLEANER 32 OZ 6.99 1 6.291/EA 6.29 CN i EA 10220140 VC CEMENT REG.320Z OATEY #31015 6.99 1 6.291/EA 6.29 CN 2 EA 045120 6 OZ MAPP GAS 6.99 2 6.291/EA 12.58 CN 3 EA 10443220 IPE PVC 3% 201 SCH 40 260# 25.98 3 23.382/EA 70.15 CN 1 EA 10443227 IPE PVC 3% 101 SCH 40 2600 12.99 1 11.691/EA 11.69.CH 3COUNT IF AID BY 1 ; ' ' "';j;"' ;; a„'* . AMOUNT CHARGED TO STORE ACCOUNT * 176.00 TAXABLE 0.00 NON-TAXABLE 176.00 ARK A ) L�2�-j1 SUBTOTAL 176.00 CEIVED BY J.� CLAIMS AND RETURNED GOODS MUST BE ACCOMPANIED BY THIS BILL AND ANY TAX AMOUNT 0.00 ;REPANCIES MUST BE REPORTED WITHIN 5 DAYS FROM INVOICE DATE. TOT WT: 4.16 IUTAL AMUN1 1lb.00 -� -� cL �D �� EE TON S 715 Li Accounti gEoffiC,e •. - W INC. RENTON, WA 98055 Renton, IN+>L9805 PHONE: (425) 235-3555 (425)235-3571 www.mciendons.com -- derai-Tax4-D„N # IPT F cRE;, ND y"I ' visit us at CUSTOMER NO JOB NO PURCHASE ORDER NO. "—REFERENCE TERMS CLERK DATE TIME 100640 RENTON CT PO # kENTON CT NET 11TH AMANDA C 0/31/82 12:40 R L ALIA COMPANY S 9215 M L KING WAY S I P ,'� �:� RESL#: SEATTLE WA 98118 T (206) 722-4900 ko TAX -rms: All accounts due 10th of month following date of purchase. A Finance Charge at the rate of 1 1/2 % per month will be urged on all past due accounts, this is equivalent to the annual rate of 18 % . If referred to an attorney for collection, purchaser frees to oav reasonable lecal fees and costs. DOC# 204012 C 600 149 378 6/06 * INVOICE 862 TAXABLE 8.8% - RENTON ORIGINAL INVOICE �SHIPPE6 ORDERED 2 EA 4026589 VALVE ACCESS BX7"Y/COVER 5.49 2 4.941/EA 9.88;;FN.,$ , 3 EA 10286560 VALVE BOX ,7," RND: NPR 01R7� — —.-4,99�•� ��3'�~"� `� ` 4:'491YEA' `'�""''"°'T3 0' CN'� 15 EA 10443200 PIPE PVC 2 % 20' SCH 40 280# 9.98 15 8.982/EA 134.73 4 EA 316980 DRESSLER COUP PVC-1"160-105 2.39 4 2.151/EA 8.60 CH 1 EA 052380 2" PVC TEE SLzSLxi 1.18 1 1.862/EA 1.06 CH . 4 EA 053190 1" PVC COUPLING .26 4 .234/EA .94 CN 2 II I' EA 317010 DRESSLER COUP PVC 2" 160-108 ' 4.92 2 4.428/EA 8.86 CH nj ISCOUNT IF PAID BY 10th NON-TAXABLE 177.54 LL-s - - -- - (MARK BAKEk4 ) SUBTOTAL 177.54 ECEIVED BY _ CLAIMS AND RETURNED GOODS MUST BE ACCOMPANIED BY THIS BILLAND ANY TAX AMOUNT 0.00 ICREPANCIES MUST BE REPORTED WITHIN 5 DAYS FROM INVOICE DATE. ­n .1— .11 c a I U I III l: C.CU McL N TON _ 715 Und%gy@ , / AccountipgdOfflce . R INC RENTON, WA 98055 Renton,VWW92Uo5 PHONE: (425) 235-3555 w(425) 235-3571 ww.mciendons.com derat-Ta*4-.Q,pN . : + REEEIPT F T \ # visit us at CUSTOMER NO JOB NO PURCHASE ORDER NO. REFERENCE TERMS CLERK DATE TIME 100640 LIBERTY PO # LIBERTY NET 11TH . SHARINA B 1/ 1/02 252 R L ALIA COMPANY S 9215 M L KING WAY S I if ) RESL#: SEATTLE WA 98118 T l J -4 0 0 TAX Terms: All accounts due 1 Oth of month following date of purchase. A Finance Charge at the rate of 1 1/2 % per month will be :harged on all past due accounts, this is equivalent to the annual rate of 18 % . If referred to an attorney for collection, purchaser igrees to pay reasonable legal fees and costs. ➢OC# 204128 C 600 149 378 6/06 INVOICE +� 862 TAXABLE 8.8% - RENTON ORIGINAL INVOICE EA 10443177 -PIPE-PVC 1%10' SCH 40;453# 2.49 4. 2.241/EA 8.96 CN 1 EA 052380 2" PV.0 TEE SLxSLxSL 1.18 1 1.062/EA 1.06 CN 2 EA 053240 3" PVC COUPLING 2.16 2 .1.944/EA 3.89 CH 2 EA 40 PLUMBING DEPARTMENT 2 .89 /EA 1.78 H 1 EA 053600 2x1 PVC BUSHING SLxSL .89 1. .801/EA .80 CH 6 EA 053190 1" PVC COUPLING .26 6 .234/EA 1.40 CN 6 EA 053280 1" PVC FEMALE ADPT SLxFIPT .30 6 .27 /EA 1.62 CN 6 EA 052600 1" PVC 90 ELBOW SLxSL .33 6 .297/EA 1.78 CN IISCO NT I PAID BY 10th ; • s<";' j,'q- "'''�"'''"�;�� nnuuni V11lll\VLY IV VI VI\L nVVVVnI ^� LL LJ InnnULC O. OD NON-TAXABLE 21.29 vl (GEOkGE LAMPHEAk ) SUBTOTAL 21.29 RECE ED BY L CLAI ND RETURNED GOODS MUST BE ACCOMPANIED BY THIS BILL AND ANY TAX AMOUNT 0.00 SCREPANCIES MUST BE REPORTED WITHIN 5 DAYS FROM INVOICE DATE. TOT WT: .00 TOTAL AMOUNT 21.29 - - 1._ 1 ••j 1 S�"ii Z Iry atfFGd f!^n •.wrh.,v: ccou IR WC. ON, WA 98055 Renton , • 1 ttu'n SY.' 11 r federal0 _sND1 _ µt � y .< ysftfr'��c4` �. ,�, r... n•1�"�� ..n �. � .,yaw Z.el`Y CUSTOMER NO JOB NO PURCHASE ORDER NO. REFERENCE TERMS CLERK DATE TIME 100640 RENTON PO # RENTON NET 11TH TERRY M 11/12/02 12.16 S R L ALIA COMPANY S 0 9215 M L KING 'WAY S H D P (� �j ' RESL#; SEATTLE WA 98118 0 (206) 722-4900 U TAX Terms: All accounts due 10th of month following date of purchase. A Finance Charge at the rate of 1 1/2 % per month will be charged on all past due accounts, this is equivalent to the annual rate of 18%. If referred to an attorney for collection, purchaser agrees to Dav reasonable legal fees and costs. DOC# 205323 C 600 149 378 6/06 + INVOICE 862 TAXABLE 8.8% - RENTON ORIGMA1_ INVOICE SHIPPED C ORDERED DESCRIPTION 2 EA 053240 3" PVC COUPLING 2.16 2 1.944/EA. 3.89 CN i QT 131780 MAC PRIDE LTX SEMI GLS 01 QRT 7.49 1 6.741/QT 6.74 CN 1 EA 10487580 BALL VLV SCH 80 112" THREADED 3.99 1 3.591/EA 3.59 CN 1 EA 10627620 112" X 21 SCH 80 PVC NIPPLE .29 1 .261/EA. .26 CN 1 EA 054720 1/20/4 POLY MALE ADPT MIPTxINS 1.09 1 .981/EA .98 CN 2 ! EA 10471480 CLAMP DIR. BURIAL GRD. 1/2-1" 3.99 2 3.591/EA 7.18 CN i EA 10326850 TEE BRASS 1/2' IPS 2.89 1 2.601/EA 2.60 CN 1 EA 48791 ELBOW NYLONI/2MPT3/4BARB 1.39 1 1.251/EA 1.25 CN 2 EA 278010 2 1/2"CHIP BRUSH W/WOOD HANDLE 1.09 2 .981/EA, 1.96 CN 1 EA 61004610 N STL-ALLTHREAD 5/16in-18 - 3 FT 7.08 1 6.372/EA 6.37 CN 10 EA 55 NUTS, BOLTS & FASTENERS 10 .57 /EA 5:70 N 10 EA 55 NUTS, BOLTS & FASTENERS 10 .37 /EA 3.70 N 8 EA 55 NUTS, BOLTS & FASTENERS 8 .48 /EA 3.84 N 10 EA 55 NUTS, BOLTS & FASTENERS 10 .27 /EA - 2.70 N 6 EA 10618270 LOOM CLAMP 1" ALLUM RUB/JAC .73 6 .657/EA 3.94 CN 6 i I I EA i 61029880 I 50# PLAY SAND 2.99 6 2.691/EA 16.15 CN DISCOUNT IF PAID BY 10th NON-TAXABLE 159.03 (MARK BAKER ) SUBTOTAL 159.03 RECEIV D 8Y TAX AMOUNT 0.00 ALL CLAIMS AND RETURNED GOODS MUST BE ACCOMPANIED BY THIS BILLAND ANY DISCRERANC1E$ MUSTRW REPORTED WITHIN 5 DAYS FROM INVOICE DATE. TOTAL AMOUNTI 159.03 Me-L IIDON �„ . � � WARE INC. nenivn, VVA VO000 (425) 235-3555 wmttn%itictendo s.com, ederr�IPyT�x�° •07439P CUSTOMER NO JOB NO PURCHASE ORDER NO. REFERENCE TERMS CLERK DATE TIME 100640 RENTON PO # RENTON NET 11TH RHONDA S 11/ 8/02 12:08 R L ALIA COMPANY H DOC# 204976 9215 M L KING WAYS P ✓�j�****+�** RESL#: C 600 149 378 6/06 INVOICE +� SEATTLE WA 98118 0***** TAX 862 TAXABLE 8.8% - RENTON arms: All accounts due 10th of month following date of purchase. A Finance Charge at the rate of 1 1/2 % per month will be harged on all past due accounts, this is equivalent to the annual rate of 18 % . If referred to an attorney for collection, purchaser a_r� a�ra­,,,,ahl.lanaiI—a H­tm nwirImAI Imunfrc: it ORDERED UM SKU DESCRIPTION ENE UNITS PRICE/PER EXTENSION 4 EA 10074140 COUPLING 1 1/4" PVC .39 4 .351/EA 1.40 CN 2 EA 10073980 ELBOW 2" 45 PLAIN END SCH 40 2.69 2 2.421/EA 4.84 CH 1 EA 10073890 ELBOW 2" 90 PLAIN END SCH 40 2.69 1 2.421/EA 2.42 CN 4 i EA i I 10074160 COUPLING 2" PVC ' .69 4 .621/EA 2.48 CH ISCOUNT IF ai sv iotn - =.z - tt ; Y AMOUNT CHARGED TO STORE ACCOUNT* 11.14 TAXABLE 0.00 i* nr j i NON-TAXABLE 11.14 ARK BAKER ) SUBTOTAL 11.14 CEIVED BY L CLAIMS GOODS MUST BE BY THIS BILL > REPANCIESD MUST BEEREPORTTED WITHIN 5 DAYOS MPANIED FROM INVOICE DATE AND ANY TAX AMOUNT 0.00 IUI WI: .db 1 TOTAL AMOUNT 11.14 R oC..4ha Company GENERAL CONTRACTORS 9215 M. L. KING WAY SOUTH SEATTLE, WASHINGTON 98118 (206) 722-4900 FAX (206) 722-2159 November 19, 2002 City of Renton 1055 South Grady Way Renton, WA 98055 Re: CT Detention Pipeline Project Added Work ATTN: J. D. Wilson J.D., RECEIVED NOV G yT LITY S sNcMS UNDERGROUND UTILITIES EQUIPMENT RENTAL CONCRETE PAVING rlaliaco` nm ndspring.com Per the attached, Alia performed extra work in repairing vandalized fencing and other damage around Skate Park per Police Case #029131. As you can see per our attached recap our costs for this added work total $ 252.23. Please review and process for payment at your earliest convenience. If you have any questions, please contact Mark Baker in the field to discuss this. Thank you, R. L. Alia Company Gary J. Pankiewicz, Accountant CONTRACTOR'S LICENSE NUMBER RLAL-IC* 104PT R. L. Alia Company Work for City of Renton CT Detention Pipeline Project 9/11 - 9/12/02 Repair fencing around Skate Park and other damage. Police Case # 029131 LABOR Superintendent Operator Pipelayer Truck Driver Carpenter Laborer Flagger 20% markup COMPANY EQUIPMENT 1-Ton Tool Truck 3/4 Ton Pickup 580 Case 400 Komatsu 200 Komatsu with hopak Solo Dump Truck Light Plant 15% markup SUBCONTRACTORS 5% markup MATERIALS, RENTALS, OTHER Hrs/Units Rate Subtotal 2 $52.26 $104.52 $44.17 $0.00 $37.62 $0.00 $41.39 $0.00 $42.33 $0.00 2 $36.62 $73.24 $31.05 $0.00 $177.76 35.55 2 $11.70 15% markup Sub Total + 5% markup for bond, ins. Et Al Total $23.40 $0.00 $0.00 $0.00 $0.00 $0.00 0.00 $23.40 $3.51 $0.00 0.00 $0.00 0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0.00 $0.00 0.00 Total $213.31 $26.91 $0.00 0.00 $240.22 12.01 $252.23 - R.L. ALIA COMPANY 9215 MLK WAY SOUTH SEATTLE, WA 98118 206-722-4900 FOREMAN'S NAME: OWNER'S REPRESENTATIVES ON SITE: PROJECT NAME & NUMBER: L DATE: - % / `� 9 WEATHER CONDITIONS: SUBCONTRACTORS ON SITE: DAILY TASK & LOCATION: 1 P . COMPANY EQUIPMENT OPERATOR HRS. STANDBY HRS. c, �c 1c7 COMMENTS: o n 5 4 Cep 1 a,) r In .,P,. v 0 r ryl IpIrP. R.L. ALIA COMPANY GENERAL CONTRACTORS PUMPING STATIONS 9215 M. L. KING WAY SOUTH ROAD CONSTRUCTION SEATTLE, WASHINGTON98178 E-MAIL ADDRESS: r1allaco0mindspring.com CONCRETE STRUCTURES (206)-722.4900 office UNDERGROUND UTILITIES (206) 722.21 59 fax LARGE DEWATERING EQUIPMENT FAX TRANSMITTAL SHEET DATE: COMPANY: ATTENTION:` FAX #: 1(4" Y3U 72-# FROM: The number of pages i have sent you including the cover page is a If you failed to receive all of the pages please call 206-722-4900. COMMENTS: I THANK YOU. 4 CONTRACTOR'S LICENSF NUM HER R L A IAC'1 0 J P T TO 09Cd 03 GI7C 7 d SSTZ-ZZL-90Z bT:ZT Z09Z/6T/ZT ti�Y o City of Renton + PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT Utility Systems - Fifth Floor 1055 South Grady Way Date: 03/17/2003 Renton, WA 98055 TO: Gary Pankiewicz FROM: J.D. Wilson R.L. Alia Water Utility Engineering Phone: (206) 722-4900 Phone: (425) 430-2159 Fax Phone: (206) 722-2159 Fax Phone: (425) 430-7241 SUBJECT: CT Pipeline — Coates Number of pages including cover sheet 1 Request for Extra Compensation I REMARKS: ElOriginal to ❑ Urgent ❑ Reply ElPlease ❑ For your be mailed ASAP Comment review Gary: I've reviewed Coates Surveying Service's request for payment for extra work and find that it has no merit. Request is denied. I Please call me so that we can discuss the issue. J.D.\Wilson RENTON AHEAD OF THE CURVE R. ct, Aha Company GENERAL CONTRACTORS 9215 M. L. KING WAY SOUTH SEATTLE, WASHINGTON 98118 (206) 722-4900 FAX (206) 722-2159 February 27, 2003 City of Renton 1055 South Grady Way Renton, WA 98055 Re: CT Detention Pipeline Project Added Work ATTN: J. D. Wilson J.D., UNDERGROUND UTILITIES EQUIPMENT RENTAL CONCRETE PAVING RECEIVED MAR - 3 2003 CITY OF RENTON UTILITY SYSTEMS rlaliaco@mindspring.com Per the attached, our surveyor has submitted costs incurred for additional work outside of the original scope. Please review their attached worksheets and advise. As you can see per our attached recap our costs for this added work total $ 3,798.11 if everything were approved. If you have any questions, please call. Thank you, R. L. Alia Company Gary J. Pankiewicz, Accountant CONTRACTOR'S LICENSE NUMBER RL-AL-IC' 104RT R. L. Alia Company Work for City of Renton CT Detention Pipeline Project Additional costs incurred by surveyor LABOR Superintendent Operator/Mechanic Pipelayer Truck Driver Carpenter Laborer Flagger 20% markup COMPANY EQUIPMENT 1-Ton Tool Truck 3/4 Ton Pickup 580 Case 400 Komatsu 200 Komatsu Solo Dump Truck 120 Komatsu w/hopak 15% markup SUBCONTRACTORS Coates Surveying 5% markup MATERIALS RENTALS, OTHER Hrs/Units Rate Subtotal Total $52.26 $0.00 $44.17 $0.00 $37.62 $0.00 $41.39 $0.00 $42.33 $0.00 $36.62 $0.00 $31.05 �0.00 $0.00 0.00 $0.00 $11.70 $0.00 $0.00 $25.00 $0.00 $0.00 $80.30 $0.00 $0.00 $47.90 $0.00 $0.00 0.00 $0.00 1 $3,445.00 $3,445.00 $0.00 $3,445.00 1$ 72.25 $3,617.25 15% markup Sub Total + 5% markup for bond, ins. Et Al Total $0.00 $0.00 $0.00 $0.00 $0.00 0.00 $0.00 0.00 $0.00 $3,617.25 180.86 $3,798.11 ,i , try o-` i ,� � �' M t ?t , ! k. ,t S 7 ,,S"l '", - r .F , :t.Y:. ;. ,( . L` ,. , { , K'. t .. ;, , &, + r v p, C d y I. * , r �` }�f. r rYlt1'i }. y r �. p 6 ,+. r 1� r t t, • -lt }, frq� R rf.ti ,t ;,,, ft yt cyr xy r i. hi., f ,I. 1 .� R ��, 1.() .r^� "S J!�1^.J. zy.. 'i 4.t ' U..f .1, C- fJY a r. t .] ° '1 _ ., .:'t Vv. tiu , _ .a st P T- I{ At } , 1 1 .r, 1 f. r }.' +°"o- i t rl 1^ ''' `S `'° i.; • .�t / + ,{ COA ,ES.LJ VEYh1\1Gr E -Vi .E �a.. .(, r ... , ::rt (:,`4 }7' eV ,t 3 AVE\1\ VL' it 1 ^.. a'OJ } .o : ,{ ,f T}, Fta 1 I, , %- '5519 6th E � TAC MA-.W, A 98443 rS' }1t1 r • , th• *r, MOBILE 253/381 2168 • FAX 253/926 6 . 1.' r'�, .� .. y ,, , } - r �J t S 1 r 1 t , ',f. s , i _ Y : t s INVOICE NO." 02 33 02E=_. EXTRA WORK a February 25, 2003 ' 9215 MARTIN LUTHER,KING. WAYS , >� ,,. 7 } t SEATTLE, WASHINGTON 98118 1 � C �' ` r \> „ ' ,`' + 1 idf t %,( y 1 L„ ,f h riff Y , -L,t '+'!` :il - j S Lt ••,_.yt rrr , f 4 t PHONE::1206-722-4900 sr: �, 9 i c r ,y ' v;,A t ,fi �M ? i r 5 , c i��r , 9 f a 1' , S,'�,,r ) r Y i,, '.�- h{ ! S rat .: 4 r 4 t i IY 11 v h: . Y 1' I \ ? tr', FAX::206-722'2i ' ':1"' r ; i rt t : .1. k i fit \, t t n 1�5,�� t r tr d } (. ,,;t " ! Z`r. .: r7,r y?J-J,`k�., A. r r �� o-, �� Ck YZ'r�A �'41 �,R2 � r+ 11v Jt 'fi n ' f Y .i. 4 „ ., ",. tt� rP o-S y iff' r.� , rt f,7 1', i `£ r PROJECT: CITI' OF RENTON i, 1 ' s % r ° K'�. °firs 1 f y, ` z , • . : 'CT DETENTION PIPELINE, FOR WELLS , . &•`I23•/ PARK.IMPROVEMENTS '. 1 ), ,., , t r �,: l,Y' i, } 4h, .vl 2 ,S. L d \, r t J. u `� , ` i' ' i ;.. a' r i :f. J;r ) r\' I�t�B,A ( r 'rZ {,t r.rr ,} r fP`,,1s 1. v' ti,t ,J3 r i' ,; .,. .. t. _. 1 .. � v . , l9'K4 ��;-r"` '.:t t�,,, '" L, l .a,'X .,,.(t 4-,, - • ., ,'. t' �r .... ;5' P "v s \. ; +'y. , ..'.• -' { ~.f,{, r 1 r �'f` , '1",I '. t., ."' . , FOR SURVEYING;SERVICES i ! ",October 4, 2002N ' THRU -}November 25, 2002 t 4 ` z` j( I' t.. �. :y t;�' ,J , `i. j u7J,e i ,i` r -eM S X v ,.. .', r , (Daily progress sheets''are attached)' ` f '3 ' ;`. i `1 }� Ir ti ' r ` r , {,, t , • ,rti -, DATE 1- ix :� HOURS r' RATE C , AMOUNT °' i' . ) 'l }v }i,1, r r I. _•° t,. ti'; f r _ L t`r r w„�i sly. rf `-'ri y r\t 1 _ v, • •I l ( - I. (: r v •%{ '. r !�, " , i °It,9+,. , 5. •r V t ` 74': a r r r• tt- \:_. r^ �" �? October 4, ,2002 t{r ,,' 13 , > , _ _ 1 $ ; '65 00 ;,' $ ', ,4 , t-,, 845 OO . r' , :, , Yi A i 'r November 13, 2002"1,- , 6 r' L, $ 65 OO fs $ r ''.a ` 390 OO -A '', 1 . November 11,4, 2002 `,1.8 -- $` -65 00 $ `} 1,170 00 -`r , November..15 2002 yr:>>,,r 3 <V►7 ; , $ ,65 00 $ 1 X 195.00 �ti prt J , ! ti t F , , 1November25;.2002ti° M x«13 1t 4Ps h�b$.,T6500vs}$ `, 84500;y5r `;+,'4y.a ,, y , t . f.,V,-! , 1{...r , , 1:,, Ar i [4 .4 kt,. ��t. +,Z0' f V, Y- ,S ! ',, t l..• A� f'�".- t ti'r ,4 If . t .TOTAL AMOUNT DUE,THIS; INVOICE " f vy' �;; $ ';t -':, . 3 445:00 Z ,t,'f t ' r 1 r ,I,)t ', Z `rTw fiY , V S i.Y,, d 1 t ,. , J f " q < f L \, "t 4 l , t' 1 • J.,.3r1 {�' 1 .,'a6 fr K P , b,.- j rJ"' ro,.n -'r l 1 i .,C.r . i >{.{u. _+ r - ,~ r, +!f- i „r,, " , , I, ter, , $ ,1i 11 1 ff .H 4� rr4a` 1, ♦ f S' ) }' �,T 2- t .J- U1 I x _ { .y {C �r 4', v i t L. , P 7 r, t 1 A f :{ . S p y t F ' i! i,� , i ..J ' r ', t t±€. .,t P. ..1 ,.• ^,t .Y e , AI`tr `� J lrS , t - t ,�. �t z,o- i', c e t` ,,4 . ,; ,\ 7 r t_ ,. fr v t., d 1 z r c 'L,: �i I r y ',.r' i J 1 r.. 3' i f +. .i,S [ ... ,.r M1. \ yx srv, -',7ti tryf}t'5. -Yt'r. ,� j. '• ,1 ,�, *r•2r '? L,r }, Y o . �}' t }. T M} a ., , ..t \ ',a \y ,r:. , �i. ,t- Vr.; •}- 'tip; ti I4 }' . i e , t -r ti ! -! a v J r { t + rc,yS s At.')r :.,,"( rh.t1_t, ,. s•+, t 1� + 1 r ,, t. ,, t s ' Y t 4.: r 1 f ,t?t , i , , JK •, . . '' t'' r, {, f.� y r o. , t ; ! L ) . 'r t, 4 ..,F) itr ,ry, 7, JS t, +-,.i %_1q 1}Sl •7I' t y 4 t r, rt, 3, 1 . " I. 4 i ,. (� f , •t 1 ,1 t: - t !-' 3 y d. ,f f,t� yroc.t ;zt. i + ,"•fY j�. j , i i h �7 _ , % } . S t - , f ' 7,J C j 'tt} t mr ,IF.+`i, .%-r. 3 R , L , - r;t } t 1�5, , .� i' i ' ,i' i . " ` t . - rf 1 . $ r'r,. � i-•` t ,3 r ',' X •^n$ f , d 1 7• a X r r # L f , }.. , f r - f`t,, t il, , t e tC ,.. ! .7 2 , d i 4 t 4 i•'r �++ .. 1 1. t e, 5 q_ 4'r t � S A 44{ A Y -. `. 1, _� 9 •{ :r, ', f.,1t i `4 Z��, i-.�, �,:* �+C� jar ; t it J{. S. ,} t �. y , _ �� - 'y{T} { ri i .� { '. SG Y1 t ? r ,. t F f Y4,i, �i 4t.yhyr` { - . 4 �'+tr S1' ,ti f,, taPJSi \�°'. ,,{..�.r...(N'i ` , F ? . -! , e'.-'- ,t, ,,;yq` ! 4 V. ', t i a l ,.r i�•.,,• , r . r. � ' 1 r ; r F y r S r y1 ^!r- , - --- ` ' - w`• f ' T .1 r t ,v%.\. t r rlro4i rtS •� s ,, $,� t .rtf . ,. ,,A _. i `,� r J t, 7 W¢ :2V'S s ra , $y�' ,t! (r �. �f "-r 1 > .'i .., , , r ? `, ,: ti ,�„ ,t.-f' r rSty)ya -r, ?, t •PA ir7�0,Phv v , f t, 7. '. ', k,' �7 1 f, •)'. Y( t' t I" !'t t, ? ,.4 t fP i r ,j'. . ' } `r.� �•'" _A, t.�',27w,..•.- ,''•r' ,..r. :pry. 1 i S.l, . -21 ,:(..�+ ' . T x .i .,•N '- 't , .', r G d i ! .. t, R . i. l ! t, V rr r i t y '% r , f , 1.i h': f ' �, .! f + : } Q `r,' ., , � t , i- T S.' '?I,, Y , „•. r r; 44 1 t r :�r u f i 7;. r 1 � S ,,, 5 t r . . . .. _ .. ,. _I-:.... �.. . ,,.... .•,:i•..,,_.__.. . ..,.r .. ..1 .... '.., ..._ ,a.., .. ....+.d� . C as tee* s u* ve y%vu, s e ry i ces 5519 36th Ave. East Tacoma, Washington 98443 (253) 381-2168 FAX (253) 926-6747 DAILY PROGRESS REPORT DATE: I D' `Q Z- S M T W TUS PROJECT NUMBER: 02-33 x'e6 `-� PROJECT NAME: CT DETENTION PIPELINE FOR WELLS R1, R2, & R3 AND PARK IMPROVEMENT CITY OF RENTON CLIENT: R.L. ALIA PERSONNEL WORKING ON PROJECT TODAY: PER MAN HOUR PROJECT MANAGER HENRY COATES ? h1"5 6.5� Da = 2,6 0 PROJECT SURVEYOR IZA t_P t+ MO R R IS (; Ar5 aD 6 5. Oa-�- FIELD TECHNICIAN BOSS P ! 1 pj. N EN 6 FIELD TECHNICIAN FIELD TECHNICIAN —TASK ACCOMPLISHED .. MINARY PLAN STUDY COMPUTER DATA ENTRY ELD MEASURE HOR. & VERT. CONTROLS CONSTRUCTION LAYOUTS ISCELLANEOUS EXPLORATIONS AND AS -BUILT SURVEY MEASUREMENTS LOCATIONS 7k/,��n B y TyE 06�16�<J 66) T xV0A16 of %h'E IAIF4! e&A� 71ekl i41 E �1EG,O . 7 7 1-E FIELD CREW SUPERVISOR:-' TOTAL FEE $ 8L/57 °—a CQate*Su,rvey6tWServboel 5519 36th Ave. East Tacoma, Washington 98443 (253) 381-2168 FAX (253) 926-6747 DAILY PROGRESS REPORT DATE: ` S M T W T F S PROJECT NUMBER: 02-33 PROJECT NAME: CT DETENTION PIPELINE FOR WELLS R1, R2, & R3 AND PARK IMPROVEMENT CITY OF RENTON CLIENT: R.L. ALIA PERSONNEL WORKING ON PROJECT TODAY: PER MAN HOUR PROJECT MANAGER. HENRY COATES He-5 0 95. oa �3v PROJECT SURVEYOR p A L_P I+ MO R R IS 2 /#P s 6-5. °O /� a FIELD TECHNICIAN BOSS P I I PIN EN CS. 13Z) FIELD TECHNICIAN FIELD TECHNICIAN ACCOMPLISHED PRELIMINARY PLAN STUDY COMPUTER DATA.ENTRY ELD MEASURE HOR.'& VERT. CONTROLS CONSTRUCTION LAYOUTS ISCELLANEOUS EXPLORATIONS AND AS -BUILT SURVEY MEASUREMENTS LOCATIONS %3GCEq To Ae/G1� O,U 5/72!E:.7_ A�94lJ7- ,��°OBG�N15 W)71-1 Qe 516X) ,oZMJ G,ey9Lf3 n AOT(lfr 7o' 1v)A.t_' 7h`F�I o=7/ 779/-6��' SHOTS D,u zFX/S>ruG AqL1EA4z5U7- A)I(J4 �,c��/� 7 007- T yhle ve-w C0e6 FIELD CREW SUPERVISOR: TOTAL FEE Coate* SwNeying,Se vi c& XT 5519 36th Ave. EastQ Tacoma, Washington 98443 (253) 381-2168 FAX (253) 926-6747 DAILY PROGRESS REPORT DATE: �L-ly`0z SMTWTFS PROJECT NUMBER: 02-33 PROJECT NAME: CT DETENTION PIPELINE FOR WELLS R1, R2, & R3 AND PARK IMPROVEMENT CITY OF RENTON CLIENT: R.L. ALIA PERSONNEL WORKING ON PROJECT TODAY: PER MAN HOUR PROJECT MANAGER .. HENRY COATES PROJECT SURVEYOR P A L-P H- IAO R R IS Hey a`� 6,5, O0 5� FIELD TECHNICIAN QOSS R 11 P1 N EIN /�E' j j, 00 S2a FIELD TECHNICIAN FIELD TECHNICIAN TASK PRELIMINARY PLAN STUDY ED COMPUTER DATA. ENTRY ELD MEASURE HOR. & VERT. CONTROLS CONSTRUCTION LAYOUTS ISCELLANEOUS EXPLORATIONS AND AS -BUILT SURVEY MEASUREMENTS LOCATIONS FIELD CREW SUPERVISO u✓- TOTAL FEE $ Coate,kSu veyi4qfSe -ViC& 5519 36th Ave. East Tacoma, Washington 98443 (253) 381-2168 FAX (253) 926-6747 DAILY PROGRESS REPORT DATE: ((- 1 S" 0'�- S M T W Tg)S PROJECT NUMBER: 02-33 PROJECT NAME: CT DETENTION PIPELINE FOR WELLS R1,R2 & R3 AND PARK IMPROVEMENTS - CITY OF RENTON CLIENT: R.L.ALIA PROJECT MANAGER HENRY COATES PROJECT SURVEYOR - t P FIELD TECHNICIAN FIELD TECHNICIAN FIELD TECHNICIAN .TASK ACCOMPLISHED PRELIMINARY PLAN STUDY COMPUTER DATA ENTRY FIELD MEASURE HOR. & VERT. CONTROLS CONSTRUCTION LAYOUTS MISCELLANEOUS EXPLORATIONS AND -AS -BUILT SURVEY MEASURMENTS LOCATIONS C4Z C,1-J4,6 7Ep FIELD CREW SUPERVISOR: _TOTAL FEE $. / 95 O9 /3 a Coatew 5519 36th Ave. East Tacoma, Washington 98443 (253) 381-2168 FAX (253) 926-6747 DAILY PROGRESS REPORT DATE: f—z7_02 S M&t T W T F S PROJECT NUMBER: 02-33 PROJECT NAME: CT DETENTION PIPELINE FOR WELLS R1,R2 & R3 AND PARK IMPROVEMENTS - CITY OF RENTON CLIENT: R.L.ALIA PROJECT MANAGER HENRY COATES �/y�DU� �. �: �Q 6 5 PROJECT SURVEYOR ✓�p� �c?,'r S /y�(j,� �.5, �� 3 I� FIELD TECHNICIAN %�Q czl {�r�/ ;,�� 40 FIELD TECHNICIAN FIELD TECHNICIAN TASK ACCOMPLISHED PRELIMINARY PLAN STUDY COMPUTER DATA ENTRY FIELD MEASURE HOR. & VERT. CONTROLS CONSTRUCTION LAYOUTS MISCELLANEOUS EXPLORATIONS AND AS -BUILT SURVEY MEASURMENTS LOCATIONS /T'y71JS� �..�C.S fit/ rX r S ? ��R%%4�f.� S G'M'+Te"4 FIELD CREW SUPERVISOR TOTAL FEE $ 95' f. 0 0 02/21/2003 13:36 206-722-2159 R L ALIA CO -�+ • �-�. l..l IT ur• MCIV I UN rt'W f' o City of Renton c� PLANNING/BUILDING/ �+ ♦ PUBLIC WORKS DEPARTMENT Utility Systems - Fifth Floor 1055 South Grady Way Renton„WA 98055 !1� Bob Hastings I< f R.L. Alia Company (206) 722-4900 I.ra (206) 722-2159 IUBJECT: CAG-02-082, CT Detention Pipeline Project — CO# 4 FROM: PAGE 02 425 430 7241 P.01i02 Date: 02/21/2003 J.D. Wilson Water Utility Phone: (425) 430-7295 Fax Phone: (425) 430-7241 Number of pages Including cover *hoot 2 I; Rill + LARK& = Original to ❑ Urgent ❑ Reply ❑Please [ For your be mailed ASAP Comment review il _Aeze s change order # 4. Please sign and fax back to me. I'll be sending you originals for signatures. 1 1 h 61) 1 ;ti ..D: Wil n I r. RENTON AHEAD OF T1111 CURVE 02/21/2003 13:36 206-722-2159 ct, Alia GENERAL CONTRACTORS 9215 Martin Luther King Way South Seatlb, WA 98118 Phone: (206) 722-4900 Fax: (206) 722.2159 Fax To: C1'%y o/c �V�'�K.• Attn: -Ye.tj R L ALIA CO From: BOB HASTINGS Fa= -`�-3C� 7� c/` Pages: 3 Phorow Date: 03 PAGE 01 UN1.)r,;;1Gk0UND UTILITIES EQUIGMENT RF_NT4L • ROAD CCINSTRUCTIOr. • PUMP STn TIONJ O Urgent I] For Review C For Your Use 0 Please Reply /A-n Requested COMMENTS: R.L. ALIA COMPANY GENERAL CONTRACTORS PUMPING STATIONS 9215 M. L. KING WAY SOUTH ROAD CONSTRUCT/ON SEATTLE WASHINGTON98118 E-MAIL ADDRESS, rlallaco@m/ndspring.com CONCRETE STRUCTURES (206)-722.4900 office UNDERGROUND UTILITIES (206) 722.2159 fax LARGE DEWATERINC EQUIPMENT FAX TRANSMITTAL SHEET DATE: f z -g--'o 2- COMPANY: CIT'Va F ATTENTION:y. FAX #: q2-5- y3o-7zq. FROM: The number of pages I have sent you including the cover page is_. If you failed to receive all of the pages please call 206-722-4900. COMMENTS: �L sF lfFv, 6w /'�q ✓ire THANK YOU. CONTRACTOR'S LICENSE NUhISPR R L A IAC-1 0 d P T TO 09Cd 00 CI7C 7 �1 6STZ-ZZL-90Z 90.8T ZOOZ/90/ZT le, cot Aha Company GENERAL CONTRACTORS 9215 M. L. KING WAY SOUTH SEATTLE, WASHINGTON 98118 (20G) 722-4600 FAX (2061 722-2159 December 5, 2002 City of Renton 1055 South Grady Way Renton, WA 98055 Re: CT Detention Pipeline Project Added Work ATTN: J. D. Wilson J.D., Mark Baker asked me to price out these items and fax them to you. UNDERGROUNO UTILITIES EQUIPMENT RENTAL CONCRETE PAVING rlaliaco@mindspring.com Please find included herewith copies of 2 separate proposals' 1) Furnish and install clear sealer on all new exposed aggregate sidewalk. Per the attached the proposed price is $2,117.80 2) Pressure wash all new exposed aggregate sidewalk prior to seal coat. This would be at the City's option, Per the attached the proposed price is $1,097.32 ` Please review and advise ASAP if you want Mark to proceed with these proposals. Thank you, R. L. Alia Company Gary J. Pankiewicc, Accountant CONTRACTOR'S LICENSE NUMBER RL,AL-IC` 10aPT Za 39Cd 00 CI7C 7 6 GSTZ-ZZL-90Z 90:8T ZaOZ/Sa/ZT R. L. Alia Company Work for City of Renton CT Detention Pipeline Project Proposed Change Order Furnish & Install clear sealer on all new exposed aggregate sidewalk LABOR Superintendent Operator/Mechanic Pipelayer Truck Driver Carpenter Laborer Flagger 20% markup COMPANY EQUIPMENT 1 Jon Tool Truck 3/4 Ton Pickup 580 Case 400 Komatsu 200 Komatsu Soto Dump Truck Sprayer, per day 15% markup SUBCONTRACTORS 5% markup MATERIALS, RENTALS, OTHER Willseal, Atlas Constr. Products, gallons /Units Rate Subtotal Total 8 $52.26 $418.08 $44.17 $0.00 $37.62 $0.00 $41.39 $0.00 $42.33 $0.00 8 $36.62 $292.96 $31.05 10 QQ $711.04 $142.21 $853.25 8 $11.70 $93.00 $0.00 $0.00 $0.00 $0.00 $0.00 1 $50.00 5$ 0.00 $143.60 21.54 $165.14 $0.00 $0.00 $0.00 $0.00 $0.00 72 $12.06 $868.32 $0.00 $0.00 $0.00 $0.00 0.00 $868.32 15% markup $130.25 Sub Total + 5% markup for bond, Ins. Et Al Total 998.57 $2,016.96 1$ 00.85 $2,117.80 60 39Vd 00 CIIC -I d BSZZ-ZZ!-90Z 90:8t ZOaZ/S0/ZZ I R. L. Aiia Company Work for City of Renton CT Detention Pipeline Project Proposed Change Order Pressure Wash all new exposed aggregate prior to seal coat (City's option) Superintendent Operator/Mechanic Pipelayer Truck Driver Carpenter Laborer Fiagger 20% markup COMPANY EQUIPMENT 1-Ton Tool Truck 314 Ton Pickup 580 Case 400 Komatsu 200 Komatsu Solo Dump Truck Pressure Washer 15% markup SUBCONTRACTORS 5% markup MATERIALS RENTALS, OTHER Hrs/Units Rate Subtotal 8 $52.26 $418.08 $44.17 $0.00 $37.62 $0.00 $41.39 $0.00 $42.33 $0.00 8 $38.62 $292.96 $31.05 $0.00 $711.04 142 1 8 8 $11.70 $9.15 15% markup Sub Total + 5% markup for bond, ins. Et Al Total $93.60 $0.00 $0.00 $0,00 $0.00 $0.00 $166.80 2$ 5.02 $853.25 $191.82 $0.00 0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0.00 $1,045.07 2.25 $1,097.32 b0 39Vd 00 CI-1v 7 d GSTZ-ZZL-90Z 90:8T Z3GZ/S0/ZT 01/16/2003 12:34 206-722-2159 R L ALIA CO • • is Company GENERAL CONTRACTORS 9215 Martin Luther King Way South Seattle; WA 9811 8 Phone: (208) 722-49W Fax: (206)722-2159 FaX To: illy o ,7-ti�-z�� Attn: r Fax 6,e2 S - q'3 o - 72. .( J Phorm From: BOB HASTINGS Pages: 2— Date: l - / 6 - C7 3 Re: C9. l __ /�iF��L/.�� ,!, �r� /�t/c PAGE 01 UMUF,aGHC1�:VD U11LIT1ES EQUINMENT F1F_NTAL ROAD CONSTRUCTION • PUMP STAYfe>— ❑ Urgent O For Review ❑ For Your Use Please Reply ❑ As Requested COMMENTS: /'2.A-v � 01/16/2003 12:34 206-722-2159 R L ALIA CO PAGE 02 Re c . —4ha Company GENERAL CONTRACTORS 9215 M. L. KING WAY SOUTH SEATTLE, WASHINGTON 96116 (206) 722-4900 FAX (206) 722-2159 January 16, 2003 City Of Renton Renton City Hall 1055 South Grady Way Renton, WA 98055 Subject: C. T. Pipeline and Park Imp J.D. Wilson, The plans and specifications do not ind benches, ents UNDERGROUND UTILITIES EQUIPMENT RENTAL CONCRETE PAVING rlaliaco@mindspring.com the size or thickness of the concrete pad for the We bid the pads per the bench manufacturers recommendations of 39" x 87" at 4" thick. In conversation with Ron Olsen of RH2 Engineers we are directed to construct the pads 63" x 99" at 6" thick. For the four benches this represents an additional area of 78.8 square feet to form, pour and finish. The revised thickness represents an additional 2.05 cubic yards of concrete. We therefore request an additional $ 202.95 per bench to compensate the additional forming, pouring, finishing and cement concrete for is total of $ 811.80 for your review and consideration. Please advise as soon as possible which we can proceed. Thank you. R. L. Alia Company E �EFIZIZ E Robert A. Hastings Project Manager CONTRACTOR'S and thickness bench pads parks wants so that NUMBER RIrALoIC 1104PT 01/16/2003 12:08 206-722-2159 • a Comranoff GENERAL CONTRACTORS 9215 Mart n Luther King Way South Seance, WA g8118 Phone: (206) 722-49M Fax: (206) 722-2159 Fax To: C �r y ai ��✓I��% Attn: 7-,0. allI so/-) R L. ALIA CO From: BOB HASTINGS FA= 4ZZ S - et"Yd - 7Z <f l Pages: 2 Phocmx Date: Oj PAGE 01 L-Nu0:!zG (1w,4D UI'ILITIES EOuIYMEN f F,f_NTAL ROAD CONSTRUCTION • PUMP STATIONS 13 Urgent 0 For Revlew ❑ For Your Use Please Reply ❑ As Requested COMMENTS: f Y i�til� a� 01/16/2003 12:08 206-722-2159 R L ALIA CID PAGE 02 R cyL. -4ha Companu GENERAL CONTRACTORS 9215 M. L. KING WAY SOUTH SEATTLE. WASHINGTON 98118 (206) 722-4900 FAX (206) 722-2159 January 16, 2003 City Of Renton Renton City Hall 1055 South Grady Way Renton, WA 98055 Subject: C. T. Pipeline and Park Improvements J.D. Wilson, UNDERGROUND UTILITIES EQUIPMENT RENTAL CONCRETE PAVING Tlaliaco@mindspring.com The plans and specifications do not indicate the size or thickness of the concrete pad for the benches. We bid the pads per the bench manufacturers recommendations of 39" x 87" at 4" thick. In conversation with Ron Olsen of RH2 Engineers we are directed to construct the pads 57" x 87" at 6" thick. For the four benches this represents an additional area of 43.5 square feet to form, pour and finish. The revised thickness represents an additional 1.4 cubic yards of concrete. We therefore request an additional $139.00 per bench to compensate the additional forming, pouring, finishing and cement concrete for a total of $ 556.00 for your review and consideration. Please advise as soon as possible which size and thickness bench pads parks wants so that we can proceed. Thank you. R. L. Alia Company Robert A. Hastings Project Manager CONTRACTOR'S LICENSE NUMBER REAL -IC' 10dPT 01/16/2003 12:08 206-722-2159 R L ALIA CO PAGE 03 JQ cC.. Aha Company GENERAL CONTRACTORS S215 M. L. KING WAY SOUTH SEATTLE, WASHINGTON 98118 (2061 722-4900 FAX (208) 722-2159 January 16, 2003 City Of Renton Renton City Hall 1055 South Grady Way Renton, WA 98055 Subject: C. T. Pipeline And Park Improvements J. D. Wilson, UNDERGROUND UTILITIES EQUIPMENT RENTAL CONCRETE PAVING rlahaco@mindspring.com The plans and specification indicate the possibility of very little work regarding the existing irrigation system. As you can see this is reflected in our bid under Bid Item No. 19. This interpretation was verified again during the pre -construction conference. We were informed that we would most likely cross the irrigation system at only one location or possibly two and that sprinkler head relocation would be minimal if any. During the course of construction due to actual irrigation system location and the design of the reconfigured sidewalks, asphalt paved areas, grade revisions and landscape improvements the scope of work required for the irrigation system modifications and relocations have increased significantly. Therefore, Alia request the city provide direction as to the extent of irrigation work to be performed to include physical locations and a plan or list of items of work so that we can provide you with our proposed cost to do this additional work and order the necessary materials to proceed. Please review and advise. Thank you, R. L. Alia Company Robert A. Hastings Project Manager CONTRACTOR'S LICENSE NUMBER RL-AL-IC*'104PT OR CITY OF RENTON Planning/Building/PublicWorks Department J e Tanner, Mayor Gregg Zimmerman P.E., Administrator December 19, 2002 Bob Hastings R.L. Alia Company 9215 M.L. King Way South Seattle, WA 98118 SUBJECT: CONTRACT # CAG-02-082 - CT DETENTION PIPELINE AND PARK IMPROVEMENTS — CHANGE ORDERS NO. 2 AND 3 Dear Bob: Please sign and return to me. I will them have our Utility Systems Director sign both originals and will ret one original to you for your records. If you have any questions Sincerely, ✓` L J. ilson Jr Utility Engineer Enclosures cc: Abdoul Gafour call me at 425-430-7295. H:\File Sys\WTR - Drinking Water [ltility\WTR-27 - Water Project Files\WTR-27-2893 - CT Detention Pipelin ark Improvements\R.L. Alia Company\Contract\letter to RL Alia 19 Dec 2002.DCCVDW th - R E N T O N 1055 South Grviv W n. „ 98055 J.v 0 This paper contains 50 % recycled material. 30 ` 9 E A D OF THE C AY E ��Y o City of Renton PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT INV Utility Systems - Fifth Floor 1055 South Grady Way Date: 01/02/2003 Renton, WA 98055 TO: Bob Hastings FROM: J.D. Wilson R.L. Alia Company Water Utility Phone: (206) 722-4900 Phone: (425) 430-7295 Fax Phone: (206) 722-2159 Fax Phone: (425) 430-7241 SUBJECT: CAG-02-082, CT Detention Pipeline Project — Additional Concrete Flat Work Number of pages including cover sheet 1 I REMARKS: = Original to ❑ Urgent ElReply ElPlease [ For your be mailed ASAP Comment review 111- es Bill Rasmussen and his supervisor, Leslie Betlach, and I would like to meet with you next week sometime to discuss the possibility of adding some concrete flat work (around the skate park) to the project. Let me know the times and dates you are available to meet and I will coordinate with Bill and Leslie and set up a meeting. Thanks. J JID. Wilson RENTON AHEAD OF Till CURVE. City of Renton PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT ,V0� Utility Systems - Fifth Floor ' 1055 South Grady Way Renton, WA 98055 TO: Bob Hastings Phone: Fax Phone R.L. Alia Company (206) 722-4900 (206) 722-2159 SUBJECT: CAG-02-082, CT Detention Pipeline Project — Additional Concrete Flat Work Date: 01 /06/2003 FROM: J.D. Wilson Water Utility Phone: (425) 430-7295 Fax Phone: (425) 430-7241 Number of pages including cover sheet 1 I REMARKS: = Original to ElUrgent ElReply ❑ Please [ For your be mailed ASAP Comment review The meeting with Bill Rasmussen and Leslie Betlach is scheduled for Wednesday, January 8, 2003 at 11:00 am at Renton City Hall. Check -in at 6`h floor customer service counter. J U Wilson RENTON AHEAD OF TII}: CUkVP. CITY OF RENTON ..li Jesse Tanner, Mayor December 19, 2002 Bob Hastings R.L. Alia Company 9215 M.L. King Way South Seattle, WA 98118 Planning/Building/PublicWorks Department Gregg Zimmerman P.E., Administrator SUBJECT: CONTRACT # CAG-02-082 - CT DETENTION PIPELINE AND PARK IMPROVEMENTS — CHANGE ORDERS NO.2 AND 3 Dear Bob: Please sign and return to me. I will them have our Utility Systems Director sign both originals and will return one original to you for your records. If you have any questions please call me at 425-430-7295. Sincerely, ✓� ' J. ilson Jr Utility Engineer Enclosures cc: Abdoul Gafour H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2893 - CT Detention Pipelin ark Improvements\R.L. Alia Compariffontract\letter to RL Alia 19 Dec 2002.D000DW\tb R E N T O N 1055 South Grady Way - Renton, Washington 98055 0 This paper contains 50 % recycled material, 30 % post consumer AHEAD OF THE CURVE Edlund Associates, inc. Spreadsheet Report Page 1 03-007 Lib Pk Irrig Inst 3/17/03 4:04 PM 013.000 Site Measurement _ ........ __ ..... 1-330 013 300 Irrigation head layout (3)-Person crew) 270.00 Each 2,769 1-330 ................ 2,769 .....-__. Site Measurement _._ 2,769 _ 028.100 _.. ........ Irrigation System _ _.; ......... 16-100 028.180 DBY Wire Spice Connectors _ ._ 100.00 Each _... . 527 .._.... _.._.. _.. . ............ 16-100 527 2-810 028.125 Y Spears Ball Valve slip 2.00 Each 437 028.155 4" sch 40 Sleeve 20.00 Lnft 111 028.160 Misc fittings glue etc. 20% pipe cost 5,500.00 Lnft 413 028.160 2.5" Sch 40 Mainline 640.00 Lnft _ 1,211 .. ......._ 028.165 ......... Mach Backfill/comp 12"trench - . 640.00 Lnft 186 ... _ 028.165 Mach Backfill/comp 24" trench 4,870.00 Lnft 1,415 028.165 Chain trenchingl2' cover 4,870.00 Lnft 3,151 028 165 Chain trenching 24 cover - 640.00 Lnft _ ..... . 438 028 175 3/4" C1200 Lateral Line Pipe 3,400.00 Lnft 2 432 ..... __ 028.175 L 1 0 C1200 Lateral Line Pipe 335.00 Lnft 256 _... .. .... 028 175 25' CI200 Lateral Line PiP P 395.00 Lnft 347 028 175 -1 1 50" C1200 Lateral Line Pie 120.00 Lnft 11. 61 028.175 2 C1200 Lateral Line Pipe 620.00 Lnft ....... _ 844 __._...... 028.180 14 Ga Direct Bury Common Wire 700.00 Lnft 131 028 180 14 Ga Direct Bury Lead Wire 2,800.00 Lnft ..... ... 543 _ _... 028.180 14 Ga Direct Bury Spare Wire 1,325.00 Lnft 248 028.202 RB 100-PEB -1.0" Remote Control Valve 1.00 EA 129 028.202 RB 150-PEB -1.5" Remote Control Valve _.... .... ... 1.00 EA _ _..._._.... 158 .. 028.220 ....... ._....... RB r44 1" Quick Coupling Valve 4.00 Ea 360 _ __.. 028.220 ........_.,..... _......._ . __.....__ RB 44K 1 Qcv Key 4.00. Each 165 028.225 1" x 24" sch 80 pvc pip 4.00 Each 25 028.245 Ametek Jumbo Box & Gm Lid 8.00 Each 459 028.245 Valve sleeve 6" 3034 2.00 Lnft 41 028.245 Mirifi 140n filter fabric 25.00 Sgft 28 028.245 Washed Gravel Floor 25.00 Cuft ......_... _.: 140 ...... .. .__ _.... 028.265 __... Rnbrd 1800 PI MPR Nozzle _ ......... _ ... _. 127.00 Each _ _........ _........ 355 028.270 _.. _._... ...... ...___.. Rnbrd T-PC4 4" Part -circle 123.00 Each - 3,335 _. 028.270 Rnbrd Falcon Adjustable Rotor 12.00 Each 549 . 028277 _. _ - .: _ ._.... - 1 /2' Triple Swing Jt Riser Assy 127.00 Each 716 .028.277 3/4" Triple Swing A Riser Assy 123.00 Each 925 028.27-7 1 'Triple Swing Jt Riser Assy 12.00 Each _.. 128 2-810 19,790 Edlund Associates, inc. Spreadsheet Report Page 2 03-007 Lib Pk Irrig Inst 3/17/03 4:04 PM Descrtpilon;:yakeo�- , !fAmL�no Irrigation System 20,317 Estimate Totals Labor 11,871 242.658 hrs 45.88% Material 8,156 31.52% Equipment 3,059 79.468 hrs 11.83% 23,086 23,086 89.24% Performance Bond 693 3.000 % 2.68% WSST 2,092 8.800 % 8.09% Total 25,871 89.24% M'r le, c ..4ha Company GENERAL CONTRACTORS 9215 M. L. KING WAY SOUTH SEATTLE, WASHINGTON 98118 (206) 722-4900 FAX (206) 722-2159 March 31, 2003 City of Renton 1055 South Grady Way Renton, WA 98055 Re: CT Detention Pipeline Project Added Work ATTN: J. D. Wilson J.D., UNDERGROUND UTILITIES EQUIPMENT RENTAL CONCRETE PAVING rlallaco(Q. r1lllldsl)l-lll`-,.0 olll RECEIVED APR 2 - 2003 CITY OF RENTON UTILITY SYSTEMS Per the attached, Alia performed extra work by procuring parts, excavating and capping irrigation mains in 2 places per Renton Parks Dept. As you can see per our attached recap our costs for this added work total $ 425.32. Please review and process for payment at your earliest convenience. If you have any questions, please contact Mark Baker in the field to discuss this. ]'hank you, R. L. Alia Company Gary J. Pankiewicz, Accountant CONTRACTOR'S LICENSE NUMBER RL-AL-IC' 104PT R. L. Alia Company Work for City of Renton CT Detention Pipeline Project 2/11 & 2/12/03 Procure parts, excavate and cap irrigation mains in 2 places per Renton Parks Dept LABOR Superintendent Operator/Mechanic Pipelayer Truck Driver Carpenter Laborer Flagger 20% markup COMPANY EQUIPMENT 1-Ton Tool Truck 3/4 Ton Pickup 580 Case Compressor & rivet buster 200 Komatsu Solo Dump Truck 120 Komatsu w/hopak 15% markup SUBCONTRACTORS 5% markup MATERIALS, RENTALS, OTHER McLendon Hrs/Units Rate Subtotal 1 $52.26 $52.26 4 $44.17 $176.68 $37.62 $0.00 $41.39 $0.00 $42.33 $0.00 $36.62 $0.00 $31.05 $0.00 $228.94 45.79 1 4 1 $11.70 $25.00 $15.40 $80.30 $47.90 $1.64 15% markup Sub Total + 5% markup for bond, ins. Et Al Total $11.70 $0.00 $100.00 $0.00 $0.00 $0.00 0.00 $111.70 16.76 Total $274.73 $128.46 $0.00 0.00 $0.00 0.00 $0.00 $1.64 $0.00 $0.00 $0.00 $0.00 0.00 $1.64 0.25 1.89 $405.07 20.25 $425.32 R.L. ALIA.COMPANY .9215 MLK WAY- SOUTH SEATTLE, WA 98118 206-722-4900 FOREMAN'S NAME: IOWNER'S REPRESENTATIVES ON SITE: 'I PROJECT NAME & NUMBER: LINCOLN RESERVOIR VAULT AND PIPING SCHEDULE I WEATHER CONDITIONS: SUBCONTRACTORS ON SITE: DAILY TASK & LOCATION: r. A. COMPANY EQUIPMENT OPERATOR HRS. STANDBY HRS. A4 0 OL 0-m �J COMMENTS: I M' FatL llDia tiDFJAkt 'kENTC1N Ec1f;E N;j-- +s��=� i�a �Lj `" �.,�s�rLFY;SF Nc i. ®��7:'_u 5� , 4�2HD`• TkEET - 715 Lind -Ave .SNe Accounting offce WAREANC..�� Renton, WA90a-, J� _ , (425)235=3571-4'' 1 PHONE: (425i 2?J—SilJJ www.mciendons.com ; Federate Tav ! Cll N—. --, r;EEt RECEI?T rQt"EF►JtjUS;-A D tXCHANGES'" Visit Us 3t y iFtx Q?15 �4 i f I S R L ALIA COMPANY ' S r3� 04C# 214:, 4 � Ij 0 92151 M L KING WAY 'S H D P RESL#: C 600 149 378 6/06 INVOICE 'SEATTLE WA 9811A T T**fEx***tF* 0 (206) 722-4900 0 TAX 862 TAXABLE 8,8s - RENTGN Terms: All accounts due 10th of month following date of purchase. A Finance Charge at the rate of 1 1/2 % per month will be� charged on all past due accounts, this is equivalent to the annual rate of 18%. If referred to an attorney for collection, purchaser a i if f� i F, tlt�p, j= \?a9ree5 to pay reasonable legal fees and costs. t CUSTOMER NO JOB NO ,PURCHASE ORDER NO. REFERENCE TERMS CLERK DATE TIME 100640 irBE�if PAhY. PO # LBEhTY PARK NET IiTH aNNE � 2/1110s 12:48 2 2 EA 054024 1-1/2" PVC SLID CAPS EA 054030 PVC SLIM CADS (MARK BAKER .v \ • �-Ems—+—1 y •w a� v =�'• MUST BE ACCOMPANIED BY THIS BILL AND ANY •` D WITHIN 5 DAYS FROM INVOICE DATE. - .41 2 .369/EA .74 CH .50 Z . 45 /EA .90 ChF f ' � I � I NON-TAXABLE 1.64 > SUBTOTAL 1.64 Tax ayOuNT' o. 00 R. c . Aha Company GENERAL CONTRACTORS 9215 M. L. KING WAY SOUTH SEATTLE, WASHINGTON 98118 (206) 722-4900 FAX (206) 722-2159 March 31, 2003 City of Renton 1055 South Grady Way Renton, WA 98055 Re: CT Detention Pipeline Project Added Work ATTN: J. D. Wilson J.D., UNDERGROUND UTILITIES EQUIPMENT RENTAL CONCRETE PAVING rlaliaco{a,mindspruig.com RECEIVED APR 2 - 2003 CITY OF RENTON UTILITY SYSTEMS Per the attached, Alia performed extra work by excavating behind new curb, breaking out and removing curb per Renton's direction to accommodate new slope for C.O. sidewalk to allow for handicap access. As you can see per our attached recap our costs for this added work total $ 620.63. Please review and process for payment at your earliest convenience. If you have any questions, please contact Mark Baker in the field to discuss this. Thank you, R. L. Alia Company Gary J. Pankiewicz, Accountant CONTRACTOR'S LICENSE NUMBER RL-AL-IC* 104PT R. L. Alia Company Work for City of Renton CT Detention Pipeline Project 3/12/03 Excavate behind new curb, break out and remove curb per Renton to accommodate new slope for C.O. sidewalk to allow for handicap access. LABOR Superintendent Operator/Mechanic Pipelayer Truck Driver Carpenter Laborer Flagger 20% markup COMPANY EQUIPMENT 1-Ton Tool Truck 3/4 Ton Pickup 580 Case Compressor & rivet buster 200 Komatsu Solo Dump Truck 120 Komatsu w/hopak 15% markup SUBCONTRACTORS 5% markup MATERIALS, RENTALS, OTHER Hrs/Units Rate Subtotal 4 $52.26 $209.04 $44.17 $0.00 $37.62 $0.00 $41.39 $0.00 $42.33 $0.00 4 $36.62 $146.48 4 2 3 $31.05 $0.00 $355.52 71.10 $11.70 $25.00 $15.40 $80.30 $47.90 15% markup Sub Total + 5% markup for bond, ins. Et AI Total $46.80 $0.00 $50.00 $46.20 $0.00 $0.00 0.00 $143.00 21.45 $0.00 0.00 $0.00 0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0.00 $0.00 0.00 Total $426.62 $164.45 $0.00 0.00 $591.07 29.55 $620.63 R.L.'ALIA COMPANY 9215 MLK WAY SOUTH SEATTLE, WA 98118 206-722-4900 FOREMAN'S NAME: OWNER'S REPRESENTATIVES ON SITE: a PROJECT NAME & NUMBER: r-M(IUCNTli �� T_ pt�n piaitir crtiFni ii F li DATE: — eL — Q WEATHER CONDITIONS: V '1� SUBCONTRACTORS ON SITE: DAILY TASK & LOCATION: wl Gv r �d '122hnS 67 L S COMPANY EQUIPMENT OPERATOR HRS. STANDBY HRS. O 4=70 S; �1 'ig J. COMMENTS: I( I i, Re • • Aha Company GENERAL CONTRACTORS 9215 M L. KING WAY SOUTH SEATTLE, WASHINGTON 98118 (206) 722-4900 FAX (2061 722-2159 March 31, 2003 City of Renton 1055 South Grady Way Renton, WA 98055 Re: CT Detention Pipeline Project Added Work ATTN: J. D. Wilson J.D., RECEIVED APR 2 ` 2003 CITY OF RENTON UTILITY SYSTEMS Per the attached, Alia performed extra force account work on the ball wall. UNDERGROUND UTILITIES EQUIPMENT RENTAL CONCRETE PAVING As you can see per our attached recap our costs for this added work total $ 3,183.43. This includes $2,174.50 on 3/14/03 and $1,008.93 on 3/28/03. Please review and process for payment at your earliest convenience. If you have any questions, please contact Mark Baker in the field to discuss this. 'Thank you, R. L. Alia Company 14 Gary J. Pankiewicz, Accountant CONTRACTOR'S LICENSE NUMBER RL-AL-IC" 104RT R. L. Alia Company Work for City of Renton CT Detention Pipeline Project Force Account Work on Ball Wall LABOR Superintendent Operator/Mechanic Pipelayer Truck Driver Carpenter Laborer 2 each Flagger 20% markup COMPANY EQUIPMENT 1-Ton Tool Truck 3/4 Ton Pickup 580 Case Compressor & rivet buster 200 Komatsu Solo Dump Truck 120 Komatsu w/hopak 15% markup SUBCONTRACTORS 5% markup MATERIALS, RENTALS, OTHER McLendon Inv #217896 McLendon Inv #217933 Tacoma Screw Inv. #15716851 Laird Plastic Sand from Alia stock 3/14/03 Hrs/Units Rate Subtotal 8 $52.26 $418.08 $44.17 $0.00 $37.62 $0.00 $41.39 $0.00 $42.33 $0.00 16 $36.62 $585.92 $31.05 $0.00 $1,004.00 200.80 P. 1 1 1 1 3 $11.70 $25.00 $15.40 $80.30 $47.90 $29.90 $387.44 $67.83 $165.44 $2.99 15% markup Sub Total + 5% markup for bond, ins. Et Al Total $93.60 $0.00 $0.00 $0.00 $0.00 $0.00 0.00 $93.60 14.04 $0.00 0.00 $0.00 $0.00 $29.90 $387.44 $67.83 $165.44 $8.97 0.00 $659.58 98.94 Total $1,204.80 $107.64 $0.00 758.52 $2,070.96 103.55 $2,174.50 s 0 L D T 0 R.L. ALIA COMPANY 9215 MLK WAY SOUTH'ISEAT'TLE 2 WA 98118 206-722-4900 FOREMAN �SNAM�E- IOWNFR'S REPRESENTATIVES ON SITE' L5 e "tlis PROJECT NAME & NUMBER: DATE: WEATHER CONDITIONS: N-10 VA -011 1 je, SUBCONTRACTORS ON SITE: DAILY TASK & LOCATION: r-o c' u y- -c be-.- kje.- r COMPANY EQUIPMENT OPERATOR HRS. STANDBY HRS. LAC 0.- A o COMMENTS: Terms: All accounts due 10th of month touowing oale u, • • • ---- - N���,�o��, charged on all past due accounts, this Is equivalent to the annual rate of 1 B % . If re erred to an attorney o agrees to pay reasonable legal fees -A -t. Al I EA 61029880 I500 PLAY SAND EA' PALLET PALLET DEPOSIT- - - 1 EA 10066510 CLIP FOR INTERMATIC TIMEk I RL 150505 TAPE LONG MASK 2X60YD BLUE 1 EA 1052a180 ADHSVE NEOPRENE CNTCT SPRAY 18OZ 6 EA 10263730 MIRACLE-GRO BLOOM BOOSTER 1.5LB 1 3 EA EA 20 0cig420 BITS MIRACLE-GRO FOR TOMATOES 1.5 LB. 1 EA 10499440 MIRACLE-GRO ALL PURPOSE 1.5 LB. 1 BX110647271 #101 PAN SQDR T/S 18-BSS 100/BX 2 i EA 10572660 MULTI ➢ISC 4 1/2 100 GRIT EA 10007200 IdRENCH SPANNER i 1 EA 10006180 BACKING PLATE ABRASIVE WH EA, 019940 DRILL HIGH SPEED 9/64" EA 10569470 PRO 7-1/4"-40T TRIM 8 FINISH i I EA 10744926 NOZZLE PISTOL W/SHUTOFF ERGO- EL 1 1 EA 2AB469 BATTERY 1210 12VDC 6011D DISCOUNT IF PAID BY 10th (MARK BAKER ) 2,'99 8.39 15.99 14relo", 41 2.99 /EA 122.59 C11 1 15.00 /EA 15.00 N 2 2.691/EA 5.38 Cav 1 7.551/RL I 7.55 CN 6 14.391/EA 86,35 CH T 1 3 � 99 /EA i 2.97 it 1 i 4 �_ 2 I 27.00 /BX '4.00 Ci' 16.99 1 15.c91/EA I 15.c9 C•1 6.99 I 1 6.291/EA I 6.29 C19 2.89 1 2.601/EA 60 1-" 1.29 4 1.161JEA i 4.C,4 CN 18.99 1 17.091/EA 17.09 CH 1 A I ' 52.97 1 i 47.b'31/E 47.b_� CN �� Iy, � `�1.H IN�t I �• NL NON-TAXABLE 'I 408.0 SUBTOTAL 408.0i &�k �IEIIEIBY TAX AMOUNT 0.0E', --'CMS AND RETURNED GOODS MUST BE ACCOMPANIED BY THIS D ANY TOTAL AMOUNT 4Nb.01 �I.P.I,1EPANCIES MUST BE REPORTED WITHIN 5 DAYS FROM INVOICE DAATE.TE. , `,TOT WT: 2100.75 _ - - L ^ / 3� rf %• • `'td � � ti ��� r:Bt�YTA cLE T pE BEET ON P.AGF. i ., . 715Ve► IIDDS� g�� ACCoUntln91601C, PX9 ING.— . RENT O 'i WA .-.98055 Renton, WA39W'95 PHQNE: %(425) 235-3555 www.mclendbns.com ederal-Tax-I:D—No_, PT. FO FU D A CNGE. yr' .'visit us -..at" CUSTOMEJ NO JOB NO PURCHASE ORDER NO. -,REFERENCE ' TERMS . i CLERK DATE TIME 100640 BALLWALL PO # BALLWALL* NET 11TH• LINDA C 3/14/03 8:43 S R L-ALIA COMPANY N DOC# 217896_ L 9215 M L KING WAY S I *********** D P RESL#: • C 600 149 378 6/06 * .INVOICE. T SEATTLE WA 98118 T 0 (206) 722-4900 A0 TAX -862-TAXABLE 8.85 - RENTON Terms: All accounts due 10th of month following date of purchase. A Finance Charge at the rate of 1 1/2% per month will be charged on all past due accounts, this is equivalent to the annual rate of 18%. If referred to an attorney for collection,' purchaser ORIGINAL !NV QItE agrees to pay reasonable legal fees and costs. ' 10 EA '61029880 50# PLAY SAND 10 2.99 /EA 29.90 CH l 1 f t ' DISCOUNT IF PAID BY 10th • �^ is ( � t n Ss;� f / 1 n �� pl.; " _..•w�• (DALE JOHNSTON ) REC E BY ' s"LAIMS AND RET NED GOODS MUST BE ACCOMPANIED BY THIS BILLAND ANY -iEPANCIES MUST BE REPORTED WITHIN 5 DAYS FROM INVOICE DATE. 1, 'OT: WT : 500.00 M NON-TAXABLE 29.90' SUBTOTAL 29.90 TAX AMOUNT I 0.00 ' TOTAL AMOUNT ,cre w Products, Inc. CUST01MEIR PACKING LIST Sitf_G__W PRODUCTr" 1 C E PHONE- v.lyi 'D'al; 0 '3- IV i S'T' FR E -NJI R E T KEG .1031 C I':,- 2 0 1:1 L WA 9E140'!.-­-7G95' 1'. "I Avl V S11-1 i P "T R L AL.IF-4 C 0 INC R L. ALIA CO 12ITTI\4 ACIC."IOUNJ's "DAYPIENILE, 01"Thi fR "r i tq L, U TH. ER 1-1, 1 N G, WAY 9 '5 1,�j mH MfiR i �1\1 LUTHEIR KING WAY L:z, Wn 981 18 'z3E:_A-r'_fL.E, WA 9B 1 18 IT CJL J S t; /(3 .-BALLL: 6PILL": :F: "OR El P 5) I'd erlorl/i ';�O-e:rms a 1%,120 DAYS -NE'll" 30,)DAY'S) -P i c NP Ship p via-ciis"romEF? .-tip -Ord cn7#'-'-KET03Q)3 P C, 11- I'D .2 i:c­ v, i p t i o T1 0 F) e In Sl U/rl "'X E ;t oils i ol. i" r r" 5 0 0 C 571'. 22 14 1 5 Q; 2 1 i is U. VI 7 - EA 0 9, ), 3 F, i i o -r, DRILL BFF M-q TiAx .1--reight Tep­am.-L. Dep—{Aoki Invoice' T( Ual. -7 0 0 12 el Rec'd By x AL (FIM &.16L-iMe Signature) —7 Dexter Horton Branch • BANK OF AMERICA • SEATTLE, WASHINGTON 34242 R. L. ALIA COMPANY GENERALACCOUNT: 9215 MARTIN LUTHER KING WAY S. - (206) 722-4900 19 2/1250 I SEATTLE, WASHINGTON 98118 PAY - '' �" DOLLARS r� f k REFERENCE AMOUNT 3 DATE l4 GROSS AMT. I DISCOUNT I coaE DEDUCTS. DISC. I I GROSS NET AMT. DATE CHECK IN AMGUNT AM0. . // /^�h /►, `/ `/. DOLLAR� TS TO THE`.2; ORDER OF_ R.. L. ALIA COMPANY D E D U R. L. ALIA COMPANY Lr4'tz'o Q'�S7 9215 MARTIN LUTHER KING WAY S. uP SEATTLE, WASHINGTON 98118 _ 1110 3 L. 2 4 211' 1: 1 2 50000 2 41: L 6 3 9 3 19111 E PLEASE DETACH THIS STUB BEFORE DEPOSITING THIS IS A STATEMENT OF PAYMENT AND OF EARNINGS AND I. t R. L. Alia Company Work for City of Renton CT Detention Pipeline Project Force Account Work on Ball Wall LABOR Superintendent Operator/Mechanic Pipelayer Truck Driver Carpenter Laborer Flagger 20% markup COMPANY EQUIPMENT 1-Ton Tool Truck 3/4 Ton Pickup 580 Case Compressor & rivet buster 200 Komatsu Solo Dump Truck 120 Komatsu w/hopak 15% markup SUBCONTRACTORS 5% markup MATERIALS, RENTALS, OTHER 3128/03 Hrs/Units Rate Subtotal 8 $52.26 $418.08 $44.17 $0.00 $37.62 $0.00 $41.39 $0.00 $42.33 $0.00 8 $36.62 $292.96 $31.05 $0.00 $711.04 142.21 E. $11.70 $25.00 $15.40 $80.30 $47.90 15% markup Sub Total + 5% markup for bond, ins. Et Al Total $93.60 $0.00 $0.00 $0.00 $0.00 $0.00 0.00 $93.60 14.04 $0.00 0.00 $0.00 0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0.00 $0.00 0.00 Total $853.25 $107.64 $0.00 0.00 $960.89 $48.04 $1,008.93 R.L. ALIA COMPANY 9216 MLK WAY SOUTH SEATTLE, WA 98118 206-722-4900 FOREMAN'S NAME: z- OWNER'S REPRESENTATIVES ON SITE: PROJECT NAME & NUMBER: L DATE: WEATHER CONDITIONS: SUBCONTRACTORS ON SITE: DAILY TASK & LOCATION: W Cv 1 COMPANY EQUIPMENT OPERATOR HRS. STANDBY HRS.I 710 lcInn - r COMMENTS: f - le, cZ Alia Co m art y GENERAL CONTRACTORS 9215 M. L. KING WAY SOUTH SEATTLE, WASHINGTON 98118 (206) 722-4900 FAX (206) 722-2159 March 31, 2003 City of Renton 1055 South Grady Way Renton, WA 98055 Re: CT Detention Pipeline Project Added Work ATTN-. J. D. Wilson J D_, RECEIVED APR 2 - 2003 CITY OF RENTON UTILITY SYSTEMS UNDERGROUND UTILITIES EQUIPMENT RENTAL CONCRETE PAVING rlaliaco(a mmdspring.com Per your request Alia has procured a price to surface the basketball court. The quote includes the price from MidPac, Alia costs to assist per MidPac's request and allowed markups. As you can see per our attached recap our costs for this added work total $ 11,451.28. Please review and process for payment at your earliest convenience. If you have any questions, please contact Mark Baker in the field to discuss this. Thank you, R. L. Alia Company Crary J. Pankiewicz, Accountant CONTRACTOR'S LICENSE NUMBER RL-AL-IC* 104PT R. L. Alia Company Work for City of Renton_ . CT Detention Pipeline Project Quote for Surfacing the Basketball Court at Liberty Park LABOR Hrs/Units Rate Subtotal Total Superintendent $52.26 $0.00 Operator/Mechanic $44.17, $0.00 Pipelayer $37.62 $0.00 Truck Driver $41.39 $0.00 Carpenter $42.33 $0.00 Laborer 16 $36.62 , $585.92 Flagger $31.05 . 0.00 $585.92 20% markup $117.18 $703.10 COMPA19Y EQUIPMENT 1-Ton Tool Truck 16 $11.70 $187.20 3/4 Ton Pickup $0.00 580 Case $25.00 $0.00 400 Komatsu $0.00 200 Komatsu $80.30 $0.00 Solo Dump Truck $0.00 120 Komatsu w/hopak $47.90 $0.00 $187.20 15% markup $28.08 $215.28 . SUBCONTRACTORS MidPac Construction 1 $9,512.00 $9,512.00 0.00 $9,512.00 5% markup $475.60 $9,987.60 MATERIALS, RENTALS, OTHER $0.00 $0.00 $0.00 $0:00 $0.00 0.00 $0.00 15% markup $0.00 $0.00 Sub Total $10,905.98 + 5% markup for bond, ins. Et AI $545.30 Total $11,451.28 Mid. Pac Construction Inc. Construction Contract W ith%Mark e)r: R L Alia Company Pmiect: Surface Basketball court at Liberty Park. Owner: Renton Parks Subcontractor: None .atiort: Renton Specifications and Conditions: Mid Pac will supply all labor and materials for the surfacing. Court (94' x 112), Patchin;; around standards to level, patcbing to reduce standingwater, two coats of Nova acrylic resurfaces, two eats of Nova Play, and painting of lines. $9,512.00 This Offer Must Be Accepted Within 60 Days Owner shall pay Mid Pac Construction., for the performance of its work Nine thousand, rive hundred and twelve dollars, zr zurrent funds, subject to additions and deductions for any charges agreed in writing before the work is completed. Payment will be within 10 calender days from the date of invoice for. all labor performed and materials placed in accordance with this agreement. Itpayment is not mpde to Mid Pace within 10 calendar days from the date of invoice, interest shall accrue at the rate of 1% per month from date of invoice on unpaid balance. Signed Date: MID PAC CONSTRUCTION INC. Signed Dated: lL4 a-..� 0y . 3- NOTE: GENERAL CONDITIONS ON REVERSE SIDE 4 DEST PART OF L. .,.M 3 SHOULDN'T BE M NEVA SPORTS U - S - A TEXTURE The texture of all Novacrylic surfaces is achieved by using non - angular aggregates. Since there are no sharp edges, we are able to produce more texture with less abrasiveness. This means that tennis balls and shoes last longer and injuries such as ankle twists and sprains, shin splints and monkey muscles are reduced when playing on Nova Sports surfaces. NOVAFIL 100% acrylic sand filled texture. This material is applied to pavement to hide some of the voids and to provide the desired texture to the court surface. It is also mixed with Novacoat for the final coat if the speed of play is to be adjusted. NOVACOAT 100% acrylic heavily pigmented topcoat. Novacoat is the final coat. It is designed to produce a tough flexible wearing surface that reduces glare and provides good footing for the players. This color surface will not fade nor will it rub off on the tennis balls. Novacoat is available in a full range of colors. Custom colors are available on request. surface to satisfy everyone's game. NOVACUSHION an be adjusted to achieve whatever Rubber fi led .. acrylicformulatedcoating to provide d ball bounce the owner wishes. some shock absorbing qualities to. tennis court. Applied in multiple layers, it is then covered with a Novacryliccolor its distributes our products through system. Increased comfort and lessened fatigue is realized by this system. k of tennis court builders worldwide. appy to try to answer any questions have regarding all-weather acrylic CHOOSE THE FINEST HIJ, ULTRACUSHION Ask The ultimate acrylic shock absorbing surface. Great for indoor f or Plova! and outdoor courts. A combination of various EPDM rubber granules encapsulated in a special super flexible 100% acrylic Ports surfaces are all we do. binder give Ultracushion the ability to provide a high level of comfort to the tennis player. This all-weather system retains the We have to • it better. low maintenance, durable features found with all Novacrylic surfaces. Ultracushion courts play slow and the ball bounce is such that longer rallies are possible. This makes the game more MAGNIFICATION pleasant for most players. Many tennis players have said that they were less fatigued and felt better after playing on an Ultracushion court than on other all-weather surfaces. sharp abrasive i., t . t COMBINATION SURFACE NOVACAULK This product is a higher quality version of a field mixed blend of our Novacoat and Novafil materials. It is preferred for situations where multiple coats of the same product simplifies the application and insures a more consistent surface. The only adjustment the installer does is add water. NOVABOND Novabond is Nova Sports answer to successful surfacing of portland cement pavements. It is used as a primer and as an additive to a slurry mix that promotes adhesion of acrylic coating to concrete. Novabond is also the base liquid for our high performance patching mix. NOVATEX Novatex is the whitest, highly hiding, textured line paint available anywhere. This 100% acrylic line paint for application by hand brushing or roller is rich in white hiding pigments and fortified with optical brighteners. The texture makes the line play the same as the rest of the court surface. No tennis ball skidding on a Novatex line. These sharp, brilliant white lines are to the court as frosting is to a cake. NOVALINE Non textured line paint for spray application. Novacaulk is a two step system of repairing cracks. Novacaulk when cured forms a flexible membrane that bridges over the crack. This allows the pavement to move without breaking the repair. Most successful results are cracks one half inch or less in width. We have a good history with this method. It is a "band -aid" repair that allow some courts that otherwise have been unuseable to be upgraded to a playable condition. NOVAPLAY Novaplay is a special coating that looks like a tennis court surface but is formulated with tougher acrylics and has the ability to stand up to rough service. Novaplay coating systems are designed to be used on asphalt and concrete playing surfaces that get more of a beating than the typical tennis court. NOVAPLAY II Novaplay II is a variation of Novaplay with a smooth, slightly textured finish. This complete system is just the surface for such sports as in -line skating, street hockey, basketball, shuffleboard and other games where a smooth non-skid coating is required. Novaplay II is designed to be used as a system with our new super strength resurfacer base coat. PERFORMANCE ALL-WEATHER COURT SURFACE SEAL A LINE 100% acrylic primer for lines applied with the use of masking tape. Seal A Line seals the edge of the masking tape so that no paint creeps under the tape. The result is a line that is so sharp that it looks like it was cut in with a razor. NOWN,0HYLIC NOVASURFACE Pure acrylic resurfacer used to hide defects in the pavement prior to the application of a Novacrylic color system. Contractor adds sand and water to adjust filling properties to suit particular job requirements. Unlike asphalt type resurfacers, Nova surface is flexible and inert. It is totally compatible with the Novacrylic color coating systems. ENVIRONMENTALLY RESPONSIBLE We do not use asbestos, mercury, formaldehyde, lead, ammonia or any other hazardous products in the manufacturing of Novacrylic products. I � 7r�r•- A flffA'fC s PARTIAL CLIENT LIST • Princeton College • Clemson University • Wellesley College • Frostburg State University • University of Puerto Rico • Elon College • Memphis State College • Brandeis University • Grambling State University • Muskingum College • Ankara University • Bucknell University • University of South Carolina • Lamar University • University of Saskatchewan • University of Tennessee • Colegio San Roque • Oxford College • Louisiana Tech University • Ole Miss • Dartmouth • University of Kansas • Sonoma State University • Montgomery College • Sweet Briar College • Boston University • Amherst College • Colegio Hiram Bingham • Carson Newman College • Arkansas State University • Davidson College • Virginia Polytechnic Institute • University of Connecticut • University of North Carolina • Bloomsburg University • St. Joseph's College • Colegio de la Inmaculada • Lousiana State University • University of California at Berkeley • Trenton State • Weslyan University • Temasek Junior College, Singapore • University of Texas • Nazareth College • University of Nebraska • Northwest Missouri State University • Hartnell College • South Georgia College • Rhode Island College • Queens College • Eastern Nazarene College • Ouachita Babtist University • Lousiana College • Penn Yan Academy • Cary Academy • Govenor Dummer Academy • Xavier University • America on Wheels • Gallo Winery • Makena Surf Resort, Maui • Hawks Cay Resort • Louisiana Govenor's Mansion • New England Aquarium • Goodfellow Afb • Knoxville Racquet Club • Limbach Tennis Club • Istanbul Hilton • Atlantic Club • Otis Air Force Base • Cherokee Country Club • Club Boca Leon • Penfield Country Club • Mount Auburn Club • Alaska Club • Rolling Hills Racquet Club • Mid -Cape Tennis Club • Royal Kahana, Maui • Snowmass Lodge & Club • Izmir Hilton • Qual Lodge • Lakewood Tennis Club Saskatoon • Beaumont Country Club • Franklin Park Boston • Club Med Bintan Resort • Club la Honda • Trull Brook Tennis Center • Fountainhead Country Club • Kennebunk River Club • Wimbeldon 109 • Country Club of York • Hotel Krutzler, Heiligenbrunn • Ha Long Hotel, Vietnam • Diablo Country Club • Anchorage Racquet Club • Ke Lani Kai, Molokai • Gold River Racquet Club • Khu Biet Thu Ho Tay Villa, Hanoi • Istanbul Tennis Club • Taiwan Police Academy • Lighthouse Inn • Carmel Valley Racquet Club • Lake Almanor Country Club • Lima Sheraton • Country Club of Colorado • Lehigh Country Club • Top Spin Tennis Club • Embassy Suites Cary, NC • New Albany Country Club • Water Country • Locust Hill Country club • Ocean Ridge Plantation • Ankara Sports International • Country Club of York • Lagoona Creek Racquet Club • Rio del Oro Racquet Club • Los Condores Country Club, Lima • Greenwich Indoor Tennis Club • Greenwood Country Club • Pleasant Valley Country Club • Heng Fa Chuen, Hong Kong • Lakewood Country Club • Club Regatas, Lima • Independence Bay • Manhattan Square Tennis Club Novi ,EP Nova Sports U.S.A. P.O. Box 1481, Framingham, MA 01701 1-800-U.S.A.-NOVA 508-429-5650 FAX:508-429-7666 www.novasports.com On of Renton is PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT rUtility Systems - Fifth Floor 1055 South Grady Way Date: 02/21/2003 Renton, WA 98055 TO: Bob Hastings FROM: J.D. Wilson R.L. Alia Company Water Utility Phone: (206) 722-4900 Phone: (425) 430-7295 Fax Phone: (206) 722-2159 Fax Phone: (425) 430-7241 SUBJECT: CAG-02-082, CT Detention I Number of pages including cover sheet 2 Pipeline Project — CO# 4 REMARKS: = Original to ❑ Urgent ❑ Reply ❑ Please ❑ For your be mailed ASAP Comment review Bob: Here is change order # 4. Please sign and fax back to me. I'll be sending you originals for signatures. Thanks. I.D. Wil on RENTON AHEAD OF THE CURVE R.L. ALIA COMPANY CENERAL CONTRACTORS PUMPING STATIONS 9275 M. L. KING WAY SOUTH ROAD CONSTRUCTION SEATTLE, WASHINGTON98713 E-MAIL ADDRESS: rlafiaco®min,drpring.com CONCRETE STRUCTURES (206)-722.4900 office UNDERGROUND UTILITIES (206) 722.27 59 fox LARGE DEWATERING EQUIPMENT, FAX TRANSMITTAL SHEET DATE: 2 -2o 3 COMPANY: �7y 0� ATTENTION: 7 D- FAX #: (1/1-r)Vio - 72,11 FROM: 6c$ The number of pages i have sent you including the cover page is $ If you failed to receive all of the pages please call 206-722-4900. COMMENTS: r THANK YOU. CONTRACTOR'S LICE qSF: NUN1BF.R R L A IAC•1 0 4 P T TO 39Cd 00 CI7C -I a 6STZ-ZZL-S9Z bZ:ZT COOZ/0Z/Za R. off.. Aha Comparty GENERAL CONTRACTORS 9215 M. L. KING WAY SOUTH SEATTLE, WASHINGTON 981'18 (206) 722-4900 FAX (206) 722-2159 February 20, 2003 City of Renton 1055 South Grady way Renton, WA 98055 Re: CT Detention Pipeline Project Proposed Changes ATTN: J. D. Wilson Dear J. D., UNDERGROUND UTILITIES EDUIPMENT RENTAL CONCRETE PAVING rlaliaco@nundspring.com Please find attached two separate priced out quotes for proposed changes on the CT Pipeline project. The quote for the proposed reinforced concrete drive is $9,983.22 plus tax. The quote for the proposed revision at the parking lot and basketball court is $8,562.70 plus tax. If you have any questions, please call. Thank you, R. L Alia Company Robert A. Hastings, Project Manager CONTRACTOR'S LICENSE NUMBER RL-AL-IC* 104PT Z0 39Vd 03 CI7C -I d 6STZ-ZZ!-90Z bZ:ZT E00Zi0Z/Z0 R. L. Alia Company Work for City of Menton Proposed reinforced concrete drive LABOR Hrs/Un Rate SubtQW Total Superintendent 24 $52.26 $1,254.24 Operator 16 $44.17 $706.72 Pipelayer $37.62 $0.00 Truck Driver 8 $41.39 $331.12 Carpenter $42.33 $0.00 Laborer 2 each 48 $36.62 $1,757.76 Flagger $31.05 $0.00 $4,049.84 20% markup $809.97 $4,859.81 COMPANY EQUIPMENT I Jon Tool Truck 2 each 48 $11.70 $561.60 3/4 Ton Pickup $0.00 580 Case 16 $25.00 $400.00 400 Komatsu $0.00 200 Komatsu $0.00 Solo Dump Truck 8 $46.20 $369.80 120 Komatsu w/hopak $0.00 $1,331.20 15% markup 199.68 $1,530.88 SUBCONTRACTORS Concrete Finishing, SY 70 $18.00 $1,260.00 0.00 $1,260.00 5% markup $63.00 $1,323.00 MATERIALS RENTAL , OTHER #4 grade 60 rebar, LF 400 $0.26 $104.00 4000 PSI concrete, CY 12.5 $67.95 $849.38 3/4" crushed rock, TN 20 $13.00 $260.00 Topsoil, CY 10 $18.00 $180.00 Sod, SF 150 $0.40 $60.00 3/81, expansion joint, LF 75 $0.20 $15.00 Disposal fees, CY 25 $3.67 $9115 $1,560.13 15% markup $234.02 1 794.14 Sub Total $9,507.83 + 5% markup for bond, ins. Et Al 4� 75.39 Total $9,983.22 EB 19vd 03 CI7C 7 d GGTZ-ZZZ-90Z bZ:ZT E33Z/eZ/Z3 02/20/2003 12:24 206-722-2159 R L ALIA CO PAGE 04 ?0'd �dl❑1 .. .. r.I -.M1! ✓ .r Two • w - ..J �.r ..� •rr� R V,A •� !ram L+ '� v��a ' •��r�..�.�.��.d...e�4'�1ii�-s ice' �s1�Ioll.���. .1�.. I _.......................................................................... .......... ,.,...,..__.,.., ...... .. .. J . c .. ... .. .. _. �.I�............. .esyh... � s , 8 .. :.... J... .. ..... . 11�Iki� .. FJ. I,.. ..... ...... ....................... r .........i....................................... _.._ .. .. . . .` ^l:Jd 4O Liddy gil-ir: roD tt :._ ... ................................... ......... t .................:......... ........................ _..._................................... !--................d: J _..... �......._ .......... . .. '' I U .. .. 4 ........:... I ................ .. ............. ....... :... f.......:. .. 4' 17 Y e C' 7.7. OR90JOVAl za/?-o j L bZL BZb SZb M62d NOIN38 _�0 J.l I J i U : 80 City of Renton Proposed revision at parking lot & basketball court Revised Paving and Sidewalk 1. 4" exposed aggregate sidewalk 2. Added wire mesh 3. 6" PVC sleeve with end caps 4. 5/8" crushed rock 5. 2" asphalt class G 6. 2" asphalt class b 7. 18" vertical curb Revised 9ipn and Striping 1. Type 2 ADA sign and post 2. 12" wide ADA paint stripe 3. 4" wide no park paint stripe 4. ADA stall painted symbol Revised Landscaping 98 SY @ $45 98 SY @ $3.15 30 LF $15 48 TN $15 89 SY $9 89SY$7 20LF$10 1 EA @ $350 100 LF $3 100LF$1 1 EA @ $65 1. Delete sod 45 SY $4 2. Furnish and install bark 45 SY $1 3. Furnish and install Hino crimson azalea 20 EA $18.50 Total $4, 410.00 308.70 450.00 720.00 801.00 623.00 200.00 $7,512.70 $350.00 300.00 100.00 65.00 $815.00 -$180.00 45.00 370.00 23 0 $8,562.70 S9 39ad 03 bI7V -1 d 6STZ-ZZ/--9aZ bZ:ZT E09Z/eZ/ZB -:C-ZbEJ3 17:04 CITY OP PENTON PBPW 425 430 7241 P.02,04 PROADE CONTRACTION JOMTS AT NO WORE THAN 6' APART. COOIUNAIE MTH oTY F•OR SF]ECIF)C LOCATION OF JOINTS (rTP,) PRUDE FLU OCPTH 1/2' E1➢04SON JOINTS AT NO WORE )MAN 3o' A➢ARt. COORDMATF WN CITY FOR SP£CAnC LOCATICN Oi JQNTS (Tr.) F11.L TOP 12. OF LANox-*Pm \ At2EA5 W1TN Too S01L (TrP.) — • � f 0 Will t '�,1. ,! � \ ��•., 1 Yhl F I rid=��� PROPO SEE DI � 'i'7, fq t "' Z��•'`t � a {$. �+r i� iY�t��.1 f Lti�..s S- tNakkc s ' rJ~8 <� �. .'. \ III '( 17 C_ te; ' 4u-fill K < :Q •' FEA'R R OVE)kAY IN 1HIS pG6N6% T� AREA'To MATCH MTINc ASPHALY vADE SEE DETAIL , THIS SHEET 1�11Tp i11GlP I r fy , 5l914) POP IPLKGITIp;J e r� ��ONLR+y o �I `t �G� 2603 R�Vig� p ------------- PARKING LOT AREA GRADING PLAN PAVIt4 SwUw-ftLK NTS PL_fN 90 39Vd 03 Cz7a 7 6 bz:ZT 90OZ/3 iz0 1?: Os CITY OF RENTON PBPW 425 430 7241 P.�l14 PROHOE CONTRACTION JOINTS AT NO kORE ThAN 8' APART. CIXRpWATE WTH QrY FCR tPECIFX LOCATION OF JMT5 (TV.) ` PRONUE FULL DEPTH 1/7' EVANDOri "TS AT NQ MOPE THAN 10' APART. COORDINATE NTH ❑TY FOR SPECIFIC LOCATION OF JONTS (TYP.) V FIU. TOP 12' of LANDSCAPED = ; �. AREA} WTH Top sek (na.) w. URT I, I `�t,�,7y Iq J•'A l .e _.� .`��'; t+. �1. H`1`.4 4 L"+'Tf"r, i• t OT n SEE DI Al fit' � 'r r.41`•'': � . t z APO Sti 6 0 ., . FEAT a OYMAY N INS F4� AREA TO MATCH MDNG ASPHALT GRADf SE DETAIL S s% (Y THIS SHEET A p,ct •jf<.�;�� � �ISw S�R1t�r1G i STRIf 171 ' I J.Y.•��'r * ,. .• Nr fir' � � ^`;':`_""; 'yl�x. �l w, •,Z�t���,c+,� � `r:��` by Y•Uu'f� �� r.lT z'• I 1 t _ :9 �ti- � f r• �'.:� ~'', r i 4 i� ,�j1 I -G^ � `J i' i. 'S.`'. a �M' 1+ ra r—�e'" '.'. �"r/ > r ��'.o �'„"Y.'t"" '�*�,"T°•Y r � ,i^: 4 F, zoo3 RRicgk5L a cg = 'SED PARKING LOT AREA GRADING PLAN PL,A�J NY5 La 39dd 00 di7v -I d GSTZ-ZZL-90Z VZ:ZT E93Z/9Z/Z9 06 CITY OR RENTON PBPLJ PROMDE CONTRACTION JOINT$ AT NO WORE THAN B' APART, COOROENATE MTN cry FOR SPECM LOCATION OF JOINTS (IYP.) PRONDE FLU DIODM 1/2' CVANSM JOINTS AT NO VM THAN XI' APART. COMNATE MATH C71Y roR SPEWC LOCATION OF JOINTS (T1'p.) \ Flll iCF 12' OF LkNOSCAPED AREAS VAN TOP Say (T1P.) 425 430 7241 P.04i01 h , Kj �1 �rLS PROPO 41 a 'r•..� i1,,���11 ,n Y�` U.'J'i4�,a�+X� »i 1�JC,'+'� ' ,d FEATHER OVERLAY RI THIS AREA To WATCH DUDNc l ASPHALT CRADE SEE DEWL TWS SHUT is �E�Si'6 sod. AQv �fia-cti b,a�k s o ,,0A r`. 2 0 G0. k i N 0 C AiL Tn5 a� A� It ii` i 1 1(�' ✓ f I� F56 Zoo3 '~JGRADINGL allos�a PI0cc �L-A� �ED PARKING LOT AREA PLAN N r5 0Ta_ P.04 ae 39Cd 00 ant 7 6STz-zzL-99z vz :zt Eeez/ez/ze ��Y o City of Renton ♦ PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT INV Utility Systems - Fifth Floor 1055 South Grady Way Renton, WA 98055 TO: Bob Hastings R.L. Alia Company Phone: (206) 722-4900 Fax Phone: (206) 722-2159 SUBJECT: CAG-02-082, CT Detention Pipeline Project — Azaleas Date: 02/17/2003 FROM: J.D. Wilson Water Utility Phone: (425) 430-7295 Fax Phone: (425) 430-7241 Number of pages including cover sheet 1 I REMARKS: = Original to ❑ Urgent ❑ Reply ElPlease [ For your be mailed ASAP Comment review Bob: The size of azaleas is 5 gallon. ��Q 3 Wilson RENTON .AHEAD OF THE CURVE. Y o� City of Renton ♦ PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT INV Utility Systems - Fifth Floor 1055 South Grady Way Renton, WA 98055 TO: Bob Hastings R.L. Alia Company Phone: (206) 722-4900 Fax Phone: (206) 722-2159 Date: 02/14/2003 FROM: J.D. Wilson Water Utility Phone: (425) 430-7295 Fax Phone: (425) 430-7241 SUBJECT: CAG-02-082, CT Detention Number of pages including cover sheet 4 Pipeline Project —Work I REMARKS: = Original to ❑ Urgent ElReply ElPlease ❑ For your be mailed ASAP Comment review :•9 Here is the additional work I discussed in the fax I sent you this morning (less the eyebolt tent tie -down which Parks has decided is not necessary). See the attached three sheets. I forgot to get the size of the azalea bushes from Bill. I'll get Monday morning. Give me a call & we can discuss. Thanks. J.D Wilson RENTON AHEAD OF THE CURVE PROVIDE CONTRACTION JOINTS AT NO MORE \ THAN 8' APART. COORDINATE WITH CITY FOR SPECIFIC LOCATION OF JOINTS (TYP.) \ PROVIDE FULL DEPTH 1/2' EXPANSION JOINTS AT NO MORE THAN 30' APART COORDINATE NTH REGRADE AREA TO DRAIN CITY FOR SPECIFIC LOCATION OF JOINTS (TYP.) i0 CATCH BASIN FILL TOP 12' OF LANDSCAPED Q AREAS VAIN TOP SOIL (TYP.) 9 A _. w� t.i 5`i..�'^ URT. 1 PROP", . Y SEE DW 2 � X, u•� FEATHER OVERLAY IN THIS A G6W GP7�i r AREA TO MATCH EXISTING ��. ASPHALT GRADE, SEE DETAIL PCC SI➢� �K'; ST \'j- THIS SHEET W (tN 'S t 1�G19 H rJi� S u r SPNA SLI554 POP IaalGA'.oM 0 cuo I6 772, ® ORIVEMiAY APl?�OACH : - `- --- ` PER RE?l70N .STI�ARp DETAIL N0, f008 - - -- fOFORM O 1 'PROACH PROPOSED PARKING LOT AREA GRADING PLAN Pgd►NG z �J�U�h�pL� <S PROA Zw NTS PL��I PROVIDE CONTRACTION JOINTS AT NO MORE \ p�Z THAN 8' APART. COORDINATE VATH CITY FOR BdA SPECIFIC LOCATION OF JOINTS (TYP.) ., F PROWDE FULL DEPTH 1/2- EXPANSION JOINTS AT ® Z NO MORE THAN 30' APART. COORDINATE WITH REGRADE AREA TO DRAIN CITY FOR SPECIFIC LOCATION OF JOINTS (Typ ) TO CATCH BASIN - �" 96 FILL TOP 12- OF LANDSCAPED 9 99 AREAS w1TH TOP SOIL (TYP.) - ® a C06 �r ` 4 s ��yf• �. � ti.L a.. r � -+ i lc 'ram Y _ 5. _ - URT PROM t t SEE DV r 9 x Al � s D , Go- 2 ADA StGO 1 FEATHER OVERLAY IN THIS AREA _ To 1RADFEXISTING ASPHALT ��- THIS SHEET ADE SEE DETAIL �` ADA Acc�ss� ; �—' � • ® Igo .PA►ci . lam, 0 ® t DtavEwAY AP oA0V _ - _.- PE[2 REIITON STARfT: 4 >1ETAIL NO_ fU08 ,s law----- 0 FORM I✓ 7 6 Lon 3 PROACH PROPOSED PARKING LOT AREA GRADING PLAN S L AO �� EwALxs N pAN NTIS PROVIDE CONTRACTION JOINTS AT NO MORE \ THAN 8' APART. COORDINATE \ NTH CITY FOR SPECIFIC LOCATION OF JOINTS (TYP.) \ PROVIDE FULL DEPTH 112' EXPANSION JOINTS AT NO MORE THAN 30' APART. COORDINATE WITH REGRADE AREA TO DRAIN CITY FOR SPECIFIC LOCATION OF JOINTS (TYP ) i0 CATCH BASIN FILL TOP 12' OF LANDSCAPED AREAS WITH TOP SOIL (TYP.) A. fir.. _ � �, �_...�..� - - • PROM SEE DW 1 z lcp- 5 - k _ 5 u•�� =� FEATHER OVERLAY IN THIS r AREA TO MATCH EXISTING S ��. ASPHALT GRADE, SEE DETAIL T \� THIS SHEET 'S EL-VTS SOD. Nuo blgA'N -bAq-W a._......_.._.�.., a`.. S' ti 20 GA m1wo CR�M50� q O s 0�� t � QRIVEIMAY - ® PER RENTON STOJtI�ARE1 UtIAIL NQ fa08 --— -------------------------------- FO FORM PROACH PROPOSED PARKING LOT AREA G L-ANosca �WAL�S GRADING PLAN N r5 I -y o� City of Renton Q%m♦ PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT N�o� Utility Systems - Fifth Floor 1055 South Grady Way Renton, WA 98055 TO: Bob Hastings R.L. Alia Company Phone: (206) 722-4900 Fax Phone: (206) 722-2159 SUBJECT: CAG-02-082, CT Detention Pipeline Project — Additional Concrete Drive Date: 02/14/2003 FROM: J.D. Wilson Water Utility Phone: (425) 430-7295 Fax Phone: (425) 430-7241 Number of pages including cover sheet 2 REMARKS: = Original to ❑ Urgent ❑ Reply ❑ Please ❑ For your be mailed ASAP Comment review Bob: Here is the drawing for the Portland cement concrete drive we want to add. Please get me a cost proposal & I'll get you a change order. Call me and we can go over the drawing. FYI: Bill Rasmussen is working on getting me a plan for the irrigation; hope to have it next week. Bill says he'll get me details today on two more changes Parks Dept wants: 1. Add an eyebolt in concrete in a valve box at the west edge of the parking lot. This will be used for a tent guy each year doing the Renton River Days festival. 2. Change some sod to beauty bark near the big tree near the north edge of the driveway; add shrubs. J.D. r-- RENTON AHEAD OF THE CURVE 1PRoeo5ug 225A L I KEINFO&U-P Pcz 0 G&AWSTAOD 2 7.5 .... ..... .. ... . .......... ... ......... .... r�irtFlat�sM �, Oi4 .. . .... .... ........ .... ...... ............................ ......................... ..................... ................................ ................................. .... . .. f3dT ... ................... ........ .... .... .... .... .... .... .... ............ .... ............. .. .... .. .... . ..... .... .... . .... (P. ... . ...... ................. ................... ................... -: ....... , Ul. .. .... . ..................... ....................................... ....................................... ................. ........ ......... ......... ........ ........ ... ............. .... ....... �- . . . . . . . . .... .... . ....... ................... ................... ......... .... )Q5T .. ......................... .............. .... . .. * ...... ......... .... .... ................ .. . ........... ........ .......... .............................. . .......... ......... ........ .................. ....... ................... ......... ................. ............... .... FOLM ........ ......... ................... .............. ..... .......... . .... ........... .............. ................... .... .... .... ......... ...... .. ...... .............................. ....................................... ................... ......... V\ . ..... .......... ...... ... ... ......... ....... . . ..... ... ........... ..... .. .......... : : .... : . : . . . . .. ..... VI: .... .... ....... ...... .... . . . . . . . . . . . . . . . ... .. . .... ... .......... ............ .............. ............. .......... ................... ........................ .. .... ... ................... ................... ........ ......... .... .. ............... ............. ............. \,5 ......... ......... ........ ..................... .............. ....... ............. ............................... ................... .......... .............................. ......... ............. ................... ................... .... . . ..... ... ......... ..................... ........... .......... ................... ................... ....... 4:z -O:wvt:�Q 1�4-r �5 w r .......................... ............ ..................................... . % . ...................................... . ......... . ..... .... ......... A d PI i ... .................. ................... ..... .......... .............. ..................................... iwq.*oiLq5 : vtg: .... ...... .......... ... ..... ................... Toe: 4�)I:.L .... .... .... . 47"... ....... ......5- ............... .............. ....... k. eG 14F Bill Rasmussen CT Line Protect _.._ J_.. ___ _:_ :� Page 1_v From: Bill Rasmussen To: J.D. Wilson Subject: CT Line Project The Park Department would like to get a price to place concrete on the East side of Big Liberty between the parking strip and the first base line fence area. The pad would be from the existing concrete slab to the Valve box by the gate. Specifications. Saw cut the existing concret to create a smooth edge at bleachers.. Remove the concrete ribbon under chain link gate entering infied (between grass and infield dirt). Excavate area to a dept of 12". Install 6 " of 3/4 crushed material to a compaction of 95 %. Install 6 inches of 3000 psi concrete with #4 rebar at 16 inch intervals in both direction attached with tie wire. Make sure the rebar is off the ground at a minimum of a 2 inch height. Where ever concrete abuts existing concrete install 3/8 joint material. Place control joints at 10 foot intervals. Concrete shall slope 1 % to the northerly. CC: Leslie Betlach le, of.Aha Comparty GENERAL CONTRACTORS 9215 M. L. KING WAY SOUTH SEATTLE, WASHINGTON 98118 (206) 722-4900 FAX (206) 722-2159 February 6, 2003 RECEIVED FEB 10 2003 City of Renton CITY OF RENTON 1055 South Grady Way UTILITY SYSTFMS Renton, WA 98055 Re: CT Detention Pipeline Project Added Work ATTN: J. D. Wilson J.D., UNDERGROUND UTILITIES EQUIPMENT RENTAL CONCRETE PAVING rlaliaco@mindspring.com I was clearing some things off of my desk today and came across these two force account sheets that Mark had turned in to me some time ago. Accordingly I am pricing these out and submitting them. Please accept my apologies for getting these to you at this time and hope this doesn't cause too much inconvenience. Call me with any questions. Thank you, R. L. Alia Company Gary J. Pankiewicz, Accountant CONTRACTOR'S LICENSE NUMBER RL-AL-IC' 104PT R cot Aha Company GENERAL CONTRACTORS 9215 M. L. KING WAY SOUTH SEATTLE, WASHINGTON 98118 (206) 722-4900 FAX (206) 722-2159 February 6, 2003 City of Renton 1055 South Grady Way Renton, WA 98055 Re: CT Detention Pipeline Project Added Work ATTN: J. D. Wilson J.D., UNDERGROUND UTILITIES EQUIPMENT RENTAL CONCRETE PAVING rialiaco@mindspring.com Per the attached, Alia performed extra work when we procured parts and extended 22 irrigation control wires 3' west to get J-box out of new sidewalk. As you can see per our attached recap our costs for this added work total $ 370.13. Please review and process for payment at your earliest convenience. If you have any questions, please contact Mark Baker in the field to discuss this. Thank you, R. L. Alia Company Gary J. Pankiewicz, Accountant CONTRACTOR'S LICENSE NUMBER RL-AL-ICE 104PT R. L. Alia Company Work for City of Renton CT Detention Pipeline Project 12/3/02 Procure parts and extend 22 irrigation control wires T west to get J-box out of new sidewalk per J. D. Wilson of City of Renton LABOR Superintendent Operator/Mechanic Pipelayer Truck Driver Carpenter Laborer Flagger 20% markup COMPANY EQUIPMENT 1-Ton Tool Truck 3/4 Ton Pickup 580 Case 400 Komatsu 200 Komatsu Solo Dump Truck 120 Komatsu w/hopak 15% markup SUBCONTRACTORS 5% markup MATERIALS, RENTALS, OTHER McLendons, parts Hrs/Units Rate Subtotal 4 $52.26 $209.04 $44.17 $0.00 $37.62 $0.00 $41.39 $0.00 $42.33 $0.00 $36.62 $0.00 $31.05 $0.00 $209.04 41.81 E 1 $11.70 $25.00 $47.90 $65.00 15% markup Sub Total + 5% markup for bond, ins. Et Al Total $23.40 $0.00 $0.00 $0.00 $0.00 $0.00 0.00 $23.40 $3.51 Total $250.85 $26.91 $0.00 0.00 $0.00 0.00 $0.00 $65.00 $0.00 $0.00 $0.00 $0.00 0.00 $65.00 9.75 74.75 $352.51 1$ 7.63 $370.13 R.L. ALIA COMPANY 9215 MLK WAY SOUTH SEATTLE, WA 98118 206-722-4900 FOREMAN'S NAME: OWNER-S REPRESENTATIVES ON SITE: r G PROJECT.NAME & NUMBER: �/ L e► l I DATE: 8 -0 C�1-c3-bR WEATHER CONDITIONS: t i r SUBCONTRACTORS ON SITE- D AILY TASK & LOCATION: I 6�0 %% r �5 , /C Y7 Co ll 3 COMPANY EQUIPMENT OPERATOR HRS. STANDBY HRS. l ce J �. e4 e c o iZ i a COMMENTS: McLlD�. ' AkDWAkE�RTON - PAGE NO 7IStJUT ND SERE�,�, -Lindde. Wv AccountingicA RENTON, WA 98055 Renton, WA,,98055 PHONE: (425) 235-3555 (425) 235-3571 _ www.mciendons.com ., KEEN' EEEIPT f0 ftEF`U VS A BCD a #9'`Q74 g7 V151t t dt {d :WC-�p11's Co CUSTOMER NO JOB NO PURCHASE ORDER NO. REFERENCE TERMS CLERK DATE TIME 1006140 RENTON PO 0 RENTON EET11TH TERRY M 2/ 2/02 2:25 s F L ALIA COMPANY S L 9215 M L KING WAY S I D P RESL#: T SEATTLE WA 98118 T 0 (1206) 722-4900 0 TAX Terms: All accounts due 10th of month following date of purchase. A Finance Charge at the rate of 1 1/2 % per month will be charged on all past due accounts, this is equivalent to the annual rate of 18 % . If referred to an attorney for collection, purchaser agrees to pay reasonable legal fees and costs. 11 EA 1057690 2 1` EA 1152230 31 j EA 10450830 75 EA 10474850 I I , DISCOUNT IF PAID BY 10th PRO HOOKER 3/8C X 20" TOILET 3/41661COLD WEATHR ELE TPE 88 CONNECTOR AQUA/RED 20PC BAG WIRE 12 THHN SOLID CUT FT (MARK BAKER ) DOCO 207396 C 600 149 378 6/06 # INVOICE 862 TAXABLE 8.8% - RENTON uR?GIib.:L INVe1GE � n 1 L• J J l.11 5.99 1 5.391/EA 5.39 CN 4.99 2 4.491/EA 8.98 CN 11.59 3 10.431/EA 31.29 CN .10 75 .09 /EA 6.75 CN NON-TAXABLE ! 65.00 SUBTOTAL 65.00 ALL CLAIMS AND RETURNED GOODS MUST BE ACCOMPANIED BY THIS BILL AND ANY TAX AMOUNT 0.00 DISCRERANGiI . tdF}6TjW REPORTED WITHIN 5 DAYS FROM INVOICE DATE. TOTAL AMOUNT 65.00 R c ..4ha Company GENERAL CONTRACTORS 9215 M. L. KING WAY SOUTH SEATTLE, WASHINGTON S8118 (206) 722-4900 FAX (206] 722-2159 February 6, 2003 City of Renton 1055 South Grady Way Renton, WA 98055 Re: CT Detention Pipeline Project Added Work ATTN: J. D. Wilson J.D., UNDERGROUND UTILITIES EQUIPMENT RENTAL CONCRETE PAVING rlaliaco@mindspring.com Per the attached, Alia performed extra work when we discovered a conflict with existing telemetry while excavating for designed sidewalk grade, sheet 10, between survey point 36 -4 26. Alia excavated a trench 2' deep by 50' wide and lowered the telemetry lines, backfilled and compacted. As you can see per our attached recap our costs for this added work total $ 455.02. Please review and process for payment at your earliest convenience, if you have any questions, please contact Mark Baker in the field to discuss this. Thank you, R. L. Alia Company Gary J. Pankiewicz, Accountant CONTRACTOR'S LICENSE NUMBER RL-AL-IC* 104PT R. L. Alia Company Work for City of Renton CT Detention Pipeline Project 12/4/02 Alia found conflict with existing telemetry while excavating for designed sidewalk grade, sheet 10 between survey point 36 ---> 26. Alia excavated 2' deep trench by 50' wide and lowered telemetry lines, backfilled and compacted. LABOR Hrs/Units Rate Subtotal Total Superintendent 1 $52.26 $52.26 Operator/Mechanic 2 $44.17 $88.34 Pipelayer 2 $37.62 $75.24 Truck Driver $41.39 $0.00 Carpenter $42.33 $0.00 Laborer $36.62 $0.00 Flagger $31.05 $0.00 $215.84 20% markup $43.17 $259.01 COMPANY EQUIPMENT 1-Ton Tool Truck 2 $11.70 $23.40 3/4 Ton Pickup $0.00 580 Case $25.00 $0.00 400.Komatsu $0.00 200 Komatsu 1 $80.30 $80.30 Solo Dump Truck $0.00 120 Komatsu w/hopak 1 $47.90 $47.90 $151.60 15% markup $22.74 $174.34 SUBCONTRACTORS $0.00 0.00 $0.00 5% markup $0.00 $0.00 MATERIALS, RENTALS, OTHER $0.00 $0.00 $0.00 $0.00 $0.00 0.00 $0.00 15% markup $0.00 $0.00 Sub Total $433.35 + 5% markup for bond, ins. Et Al $21.67 Total $455.02 R.L. ALIA COMPANY 9215 MLK WAY SOUTH SEATTLE, WA 98118 206-722-4900 FOREMAN'S NAME: OWNER'S REPRESENTATIVES ON SITE: PROJECT NAME & NUMBER: L LE I DATE: WEATHER CONDITIONS: • c SUBCONTRACTORS ON SITE: DAILY TASK & LOCATION: ►�/ ` S C Gt (ll> c' COMPANY EQUIPMENT OPERATOR HRS. STANDBY HRS. 6 ' �'s ��' / J-f �b r► 'o 7. ;r 1 COMMENTS: ti�Y o� City of Renton PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT �Voa Utility Systems - Fifth Floor 1055 South Grady Way Renton, WA 98055 TO: Gary R.L. Alia Company Phone: (206) 722-4900 Fax Phone: (206) 722-2159 SUBJECT: CAG-02-082, CT Detention Pipeline Project — Court Color Coating Date: 03/20/2003 FROM: J.D. Wilson Water Utility Phone: (425) 430-7295 Fax Phone: (425) 430-7241 Number of pages including cover sheet 4 REMARKS: = Original to ❑ Urgent ❑ Reply ❑ Please [ For your be mailed ASAP Comment review Gary: Bill Rasmussen recommends the following company for the basketball court coating work: Mid Pac Tennis Construction, Don Gertsman, 425-822-1002, 10610 NE 46th Kirkland, WA 98033 I am researching to find others. Thanks. J.D. Wilson { RENTON AHEAD OF THE CURVE R.L. ALIA COMPANY GENERAL CONTRACTORS PUMPING STATIONS 9215 M. L. KING WAY SOUTH.ROAD CONSTRUCTION SEATTLE, WASNINGTON98118 EMAIL ADDRESS: rloliaco@mindspring.com CONCRETE STRUCTURES (206)-722.4900 office UNDERGROUND UTILITIES (206) 722-21 S9 fax LARGE DEWATERING EQUIPMENT FAX TRANSMITTAL DATE: Z�- � -03 FROM: C COMPANY NAME: C'21 dF /fCw-mw ATTENTION: NUMBER TO FAX: I URGENT I I REPLY ASAP I PLEASE CONEN[ENT ( PLEASE REVIEW I 1 FI-T 9c �r * t �r Vr 7k * * i* * * fir 7k ►c THE NUMBER OF PAGES BEING SENT TO YOU INCLUDING THIS COVER PAGE IS IF FAILURE OCCURS RECEIVING THESE PAGES, FEEL FREE TO CALL ( 206) - 722 - 4900. COMMENTS THANK YOU! 0 CONTRACTOR'S LICENSE NUMBER R L A [AC" 10 4 P T TO E9Cd 00 CI7C 7 d 6STZ-ZZL-99Z BS:LT E9aZ/E0/b0 Iola West Jam08 Stroet • Kent. WA 98032 AFE (253).854-4000 - Fox (253) 854-3350 • wwwJmcoro. � Facility Maintenance Contractors To. R1. Alia Company Date: 3/20/03 9215 Martin Luther King Way So. Phone: (206) 722 4900 Seattle WA 98118' Fax. (206) 722 2159 Attn: Gary 1. Pankiewicz Project: Liberty Park Bronson Way N. Renton WA. We hereby submit an estimate for Irrigation Installation per the above site: LA: Gerald Edlund Plans: L-1 Spec. Sections: 02810 Date: 3/28/03 Addendum's: Irrigation Installation: $17,950.00 The above price does not in e the fo IL_ • All Subgrade of + or - -10% Meter and saddle installation Threaded stub for landscape irrigation system • Power and mounting for irrigation controller and electrical work related to controller per state and city codes • Landscape planter areas to remain clear of other sub -contractors debris Conduit into building for irrigation wiring to controller if inside or outside the building • Asphalt and concrete over pour into planters over 6" • Traffic control • Washington state sales tax Sincerely, Mark Schlager Landscape Maintenance Manager VO 39Cd 03 Vi7v 7 � 6STZ-ZZL-90Z OS:LT EOOZ/EO/vO L 2003 11:41 HP LASERJET 3200 P - 2 W. �� ICS INC. EzAerts in Landscaping & Reliability, W2F2402.897 ne: 206-575-1303 ` F X: 206= 575-8508 ?ROJECT: LIPERTY PARK IRRIGATION 99 VATION OWNER: CITY OF RENTON 51b DATE: MARCH 28, 2003 exGlsl�14N.�i Bond (1 _5%) Sales Taxes Union Affiliation, Training and or Apprenticeship Traffic Control Subgrade to be established by others to within 0.1 foot Site/Vegetoiion Protection • DefoR 6/L-3 per Mark Baker verbal412 LIBERTY PARK IRRIGATION (per Spec. Section 02810 and Edlund Dwgs. Dated 3/14) LUMP SUM PRICE*: S2S,S60.00 'hank you_ "odd M. Wo zd Scx 59667 Seattle WA 98188 (206) 575.1309 Fox 1206) .575.8508 TGRRA01133L 7 S0 39Vd 03 Vi7v 7 a 6STZ-ZZ!-90Z OS:LT E00Z/E0/b0 R. cue Aha Company GENERAL CONTRACTORS 9215 M. L. KING WAY SOUTH SEATTLE. WASHINGTON 96116 (206) 722-4900 FAX (206) 722-2159 UNDERGROUND UTILITIES EQUIPMENT RENTAL CONCRETE PAVING om April 3, 2003 City of Renton 1055 South Grady Way Kenton, WA 98055 ATTN-. J. D. Witson Dear J.D., Please find attached 3 sub bids we have received in response to your request. Please note the following: 1.) The state sales tax is not included in any of these quotes. If it is applicable please add this to the price 2) Alia costs related to the quotes are as follows: A) Terra Dynamics — Add markup only as allowed per contract, 5% + 5% B) FMC — Add 1. Markup as allowed per contract, 5% + 5% 2. $1,400 for Alia assistance with sleeving and equipment and excavation C) CHSCS — Add markup only as allowed per contract, 5% + 5% 3) All quotes are based on no controller or power supply 4) Alia shall receive no further payment on irrigation item 5) Alia will provide existing sprinkler heads to City of Renton Parks Dept 6) Alia will install 20' X 4" irrigation sleeve near pump house at no charge to project J.D., please review these quotes and advise as to City of Renton's direction as soon as possible. Thank you, R. L. Alia Company -6r Richard L. Alia, President CONTRACTOR'S LICENSE NUMBER RL,AL--IC' 104RT Z9 39Cd 00 CI7C 7 �1 GSTZ-ZZL-90Z eS:LT E90Z/E0/b0 ,�3 09:58a Mike Lynch Complete Hydro -See ft & Coestrueft Services Irrigation Proposal Date: April 3, 2003 dame: Alia Construction 425-744-2345 P-2 t, d Irrit �r cc Location: Liberty Park Bronson Way North Renton, WA Complete Hydro -Seeding and Construction Services will furnish all labor and material to install a Fully Autcmatic Underground Irrigation System for coverage of all areas as per drawings L-1 and bid ir.structions section 02810. a) All products, excavation, installation, field quality control, cleaning & adjusting, and commissioning will take place as required per section 02810 of irrigation bid pack. Bie price is only for installation of new material as specified on plans, c) Bid price reflects assumption that all existing material is sound and usable. d) Bid price reflects the use of existing meter, DCVA, RCV, and 24 volt control wire unless otherwise specified on plans L-I. e) Bid price reflects the use of existing Rainbird controller as specified on plans L-1. Owner is responsible for any labor or material costs incurred in replacement of any existing material that is found to be deficient. g) Any material or labor not stipulated in bid proposal shall have a written change order approved by owner before any work is commenced. c:,i proposal for the above listed work and material is S27,250.00 (twenty sewn thoussnd two hundred fifty dollars). Plus Washington State Sales Tax of 8.8% _Nt rrw anal is guarnmead to be as1podfied. AD work to be comptetod in a professional manner according to standard practices. Aay a:tc-stions ofdevlation Gan the above specifications involving w= costs will be executed only upon written orders, utd will become an extra charge over and above the csdrnale. All agrooments eantinecnt upon strikes, accidents or delays beyond our control. 0,*Ycr to cry lire, tornado, and other nooeuary insuranix. Our workers arc fully covered by Worker's compensation lnsunmu. Acceptance of proposal - The above prices, specifications and conditions are satisfactory and are hereby acczved. Contract to follow. Si-:iatu Date 60 99Cd 00 Vi7v 7 6 GSTZ-ZZ/-99Z 09:LT 600Z/E0/b0 ti�Y o� City of Renton PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT o, Utility Systems - Fifth Floor 1055 South Grady Way Renton, WA 98055 TO: Gary Pankiewicz R.L. Alia Company Phone: (206) 722-4900 Fax Phone: (206) 722-2159 SUBJECT: CAG-02-082, CT Detention Pipeline Project — Change Order No 5 Date: 04/04/2003 FROM: J.D. Wilson Water Utility Phone: (425) 430-7295 Fax Phone: (425) 430-7241 Number of pages including cover sheet 2 I REMARKS: = Original to ❑ Urgent ❑ Reply ElPlease [ For your be mailed ASAP Comment review Gary: Here is a draft of Change Order No. 5. If it is acceptable to you please sign and fax back to me. We would like to have a pre -construction meeting between FMC, Mark Baker, Gerry Edlund, Bill Rassmussen and me early next week. Please let me know when FMC and Mark can meet and I'll arrange to have Gerry and Bill there (suggest we meet at the job site). We also would like to have a pre -con meeting with MidPac and Mark soon. Regarding submittals Thanks. 7.17_ WiIsoi; send them to me. RENTON AHEAD OF TINT CURVE ti�Y o� City of Renton += PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT Utility Systems - Fifth Floor 1055 South Grady Way Renton, WA 98055 TO: Gary Pankiewicz R.L. Alia Company Phone: (206) 722-4900 Fax Phone: (206) 722-2159 SUBJECT: CAG-02-082, CT Detention Pipeline Project — Change Order No 5 - Revised Date: 04/08/2003 FROM: J.D. Wilson Water Utility Phone: (425) 430-7295 Fax Phone: (425) 430-7241 Number of pages including cover sheet 2 I REMARKS: = Original to ❑ Urgent ❑ Reply ElPlease [ For your be mailed ASAP Comment review Gary: Here is a revised draft of Change Order No. 5. If it is acceptable to you please sign and fax back to me. Note: I have removed listing the unused portions of Bid Items 4 and 5 in order to avoid the confusion caused by the first draft. Thanks. J.D. Wilson RENTON AHEAD OF THE CURVE Public Works Department CONTRACT CHANGE ORDER AGREEMENT CONTRACT: CAG-02-082- CT Detention Pipeline and Park Improvemts (W-2893) C.O.# 5 CONTRACTOR: R.L. Alia Company SUMMARY OF PROPOSED CHANGE: Description of Work Unit Cost Total Cost 1. Additional work on sports wall Lump Sum $3,183.43 As per March 31, 2003 letter from R. L. Alia 2. Exacating and capping irrigation lines in conflict Lump Sum $425.32 As per March 31, 2003 letter from R.L. Alia 3. Remove curbing to accommodate change in parking lot layout Lump Sum $620.63 As per March 31, 2003 letter from R.L. Alia 4. Add color coating & striping of basketball court As per plans and specs and March 31, 2003 letter from R.L. Alia Lump Sum $11,451.28 5. Additional irrigation work As per plans and specs (Edlund Landscape Architects dated March 14, 2003) and April 3, 2003 letter from R.L. Alia Lump Sum $21,189.88 6. Delete remainder of Bid Item 19, Irrigation As per April 3, 2003 letter from R.L. Alia Lump Sum ($450.00) 7. Add 4" PVC underentrance to parking lot from planter island to planter island As per April 7, 2003 letter from R.L. Alia. Lump Sum $1,436.87 Subtotal $37,857.41 Sales Tax @ 8.8% $3,331.45 TOTAL $41,188.86 ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATED CHANGE COMPLETION DATE AFTER COMPLETION DATE COMPLETION DATE CHANGE 5/8/2003 (170 working days) 5/8/2003 170 working days) None 5/8/2003 (170 working days) ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATED NET CHANGE ESTIMATED CONTRACT AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE $979,178.24 $1,018,121.82 $41,188.86 $1,059,310.68 SIGNATURES: Contractor: Project Engineer: Approved By: (Utility Systems Manager) Date: Date: Date: R.L. ALIA COMPANY GENERAL CONTRACTORS PUMPING STATIONS 921 S M. L. KING WAY SOUTH ROAD CONSTRUCTION SEA 77 E, WASHINGTON98118 E-MAIL ADDRESS: rlaliacogmindspring,com CONCRETE STRUCTURES (206)-722-4900 offlce UNDERGROUND UTILITIES (206) 722-2159 fax LARGE DEWATERING EQUIPMENT DATE: FAX TRANSMITTAL `4 7 --o 3 FROM: `7 COMPANY NAYIE: (2/ o4�- IfeArMV (e12rJ ATTENTION: NUMBER TO FAX: �zl�o 7zy1 URGENT I I REPLY ASAP I I PLEASE CONIMENT I I PLEASE REVIEW F/Xil THE NUMBER OF PAGES BEfNG SENT TO YOU INC MMG THIS COVER PAGE IS IF FAILURE OCCURS RECEIVING THESE PAGES, FEEL FREE TO CALL (206) - 722 - 4900. COMMENTS Gt�f} S `SELL r•vG � t A$ou7' O/V 14;� I De THANK YOU! CONTRACTOR'S LICENSE NUMBER R L A IAC• 1 0 4 P T TO 3gVd 6STZ-ZZL-9OZ 9S:9T E09Z/L0/b0 R. - . Aha Contpan�f GENERAL CONTRACTORS 9215 M. L. KING WAY SOUTH SEATTLE, WASHINGTON 96118 (206) 722-4900 FAX (205) 722-2159 April 7, 2003 City of Renton 1055 South Grady Way Renton, WA 98055 Re: CT Detention Pipeline Project Added Work ATTN: 3. D_ Wilson J.D., UNDERGROUND UTILITIES EQUIPMENT RENTAL CONCRETE PAVINC Per the attached, Alia performed extra work installing PVC for an irrigation sleeve at the job -site entry. As you can see per our attached recap our costs for this added work total $ 1,436.87. Please review and process for payment at your earliest convenience. If you have any questions, please contact Mark Baker in the field to discuss this. Thank you, R. L. Alia Company Gary J. Pankiewicz, Accountant CONTRACTOR'S LICENSE NUMBER RL-AL-IC ` 104PT Ze 39ad 03 crna 7 d GSTZ-ZZL-90Z eS:9T E00Z/L0/b3 R. L. Alia Company Work for City of Renton CT Detention Pipeline Project 3/4/03 Install PVC for irrigation sleeve at job -site entry per City of Renton LABOR Superintendent Operator/Mechanic Pipelayer Truck Driver Carpenter Laborer Flagger 20% markup COMPANY EQUIPMENT 1-Ton Tool Truck 3/4 Ton Pickup 580 Case Compressor & rivet buster 200 Komatsu Solo Dump Truck 120 Komatsu w/hopak 15% markup SUBCONTRACTORS 5% markup MATERIALS, RENTAj S, OTHER McLendons Hrs/Units Rage Subtotal 6 $52.26 $313.56 $44.17 $0.00 $37.62 $0.00 6 $41.39 $248.34 $42.33 $0.00 6 $36.62 $219.72 6 6 3 1 $31.05 $0.00 $781.62 156.32 $11.70 $25.00 $15.40 $80.30 $47.90 $107.95 15% markup Sub Total + 5% markup for bond, ins. Et Al Total $70.20 $0.00 $150.00 $46.20 $0.00 $0.00 K-A $266.40 3$ 9.96 Total $937.94 $306.36 $0.00 0.00 $0.00 $0.00 $0.00 $107.95 $0.00 $0.00 $0.00 $0.00 0.00 $107.95 1$ 6.19 1$ 24.14 $1,368.45 $68.42 $1,436.87 60 30Vd 03 CI_1C 7 d GSIZ-ZZL-90Z BS:et 609Z/L0/b0 FOREMAN'S NAME: OWNER'S RFPRg$F;NTATIVES ON SITE-, vvL PROD C N & NUMBER: -,;:, -Y P �, e y- V 5 144e C, WEATHER CONDITIONS' SUBCONTRACTORS ON SITE: PAILY TASK 8 LOCATION: z 0� n COMPANY ERYIPMENT OPERATOR HRS. _Y±iRS, 1, L) L�-� Jon/ iN C_ Hoe p C--FM Coor o COMMENTS: Vets VO 39Vd UD GI 11V I 21! 0 b - 0 L t160C.ILUIVO m In —4 CV I C, CV in CA I 715 Accountinv"ki, RE.) INC. Renton, P Kl+;f (4 215 i .1.35 55 5 5 (425) 235-3571 wwwrnclendons-com F�ederaflax I D NQ 1pf 31, Et-! cli v Ely, V, 8"91. JOB NO ORDERAM REFEF"CE S -tad PO 0 REFGH NET I I fit Tol"s S 0 921" 5 1. KIWI MY S H L I D P STATTLE YA "lls T (p ) , T TPX two M-M 0 It Terms' AB amourrts dueI oth ej mmth fulloqMng date ui pried se. A FriWoe Charge r-Ae ef 1 lr2% Per rnonth V& be charged an M past duo acrAxmts, tis is equivalent to the finmal raln d 18%. If u an a7torney for coUectim. purchaser agrees to pay reasonable two lees and costs. RW# , E15973 111KOMA"fol i 14VOILC 9 --LK lbli3 .313 Vil-C. FYL I ILV Clfi 'IQ j J. lu 1 CA 1004399 DIRT DEVIL VISION KLY 51YLC 1@ 2.39 1 F. 61311ER C 4 EA 55 NUTS, DOLTS & FASTEWES 4 25 4 CA 55 - Mi fS, Bk I S & FAS rCKAS 4 as Jt A EA 619196 AIR COND FILM FM F15?9 1.25 1 1.161/14 - a (MURT DMG10 TO DISCOUNT IF PAID BY lUth FIECEfVEO 4 All 0-M,(S AND RETURNED GOODS MUS1 BE ACOONI'ANIE0 BY THIS BILL AND ANY' Dla.FIMAN�QtQ& %IV!iT M REK)BlE4) WITHIN 5 DAYS FRO" INVOICE DATE. 113.12 TAXABLE "-TURKE q09,101AL 1.1E CH r r A 113.12 ra l�Y o City of Renton 41 ♦ PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT ��nN2o'� Utility Systems -Fifth Floor 1055 South Grady Way Renton, WA 98055 TO: Gary Pankiewicz Phone: Fax Phone R.L. Alia Company (206) 722-4900 (206) 722-2159 SUBJECT: CAG-02-082, CT Detention Pipeline Project — Change Order No 5 — Revision 2 Date: 04/08/2003 FROM: J.D. Wilson Water Utility Phone: (425) 430-7295 Fax Phone: (425) 430-7241 Number of pages including cover sheet 2 I REMARKS: = Original to ❑ Urgent ElReply ElPlease [ For your be mailed ASAP Comment review Gary: Here is revision 2 of the draft of Change Order No. 5. If it is acceptable to you please sign and fax back to me. Note: I have removed listing the unused portions of Bid Items 4 ,5 and 19 in order to avoid the confusion caused by the first and second drafts. I Thanks. J.D. Wilso RENTON AHEAD OF THE CURVE Public Works Department CONTRACT CHANGE ORDER AGREEMENT CONTRACT: CAG-02-082- CT Detention Pipeline and Park Improvemts (W-2893) C.O.# 5 CONTRACTOR: R.L. Alia Company SUMMARY OF PROPOSED CHANGE: Description of Work Unit Cost Total Cost 1. Additional work on sports wall Lump Sum $3,183.43 As per March 31, 2003 letter from R. L. Alia 2. Exacating and capping irrigation lines in conflict Lump Sum $425.32 As per March 31, 2003 letter from R.L. Alia 3. Remove curbing to accommodate change in parking lot layout Lump Sum $620.63 As per March 31, 2003 letter from R.L. Alia 4. Add color coating & striping of basketball court As per plans and specs and March 31, 2003 letter from R.L. Alia Lump Sum $11,451.28 5. Additional irrigation work As per plans and specs (Edlund Landscape Architects dated March 14, 2003) and April 3, 2003 letter from R.L. Alia Lump Sum $21,189.88 6. Add 4" PVC underentrance to parking lot from planter island to planter island As per April 7, 2003 letter from R.L. Alia. Lump Sum $1,436.87 Subtotal $38,307.41 Sales Tax @ 8.8% $3,371.05 TOTAL $41,678.46 ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATED CHANGE COMPLETION DATE AFTER COMPLETION DATE COMPLETION DATE CHANGE 5/8/2003 (170 working days) 5/8/2003 (170 working days) None 5/8/2003 170 working days) ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATED NET CHANGE ESTIMATED CONTRACT AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE $979,178.24 $1,018,121.82 $41,678.46 $1,059,800.28 SIGNATURES: Contractor: Project Engineer: Approved By: (Utility Systems Manager) Date: Date: Date: R.L. ALIBI COMPANY GENERAL CONTRACTORS PUMPING STATIONS ROAD CONSTRUCTION 9215 M. L. KING WAY SOUTH CONCRETE SEATTLE,WASHINGTON98718 EMAIL ADDRESS: rlaliaco@)mindspring.com UNDERGROUND (206)-722.4900 of�+ce UNDERGROUND UTILITIES (206) 722-2159 fax LARGE OEWATERING EQUIPMENT FAX TRANSMITTAL DATE:`��� COMPANY NAME: (f( FROM: Ci9, ATTENTION: rD vVic'sa"' NUMBER TO FAX: f�L-72W URGENT I I REPLY ASAP I j PLEASE COMMENT I PLEASE REVIEW ( F/Y/I THE NUMBER OF PAGES BEING SENT TO YOU INCLUDING THIS COVER PAGE IS -2- . IF FAILURE OCCURS RECEIVING THESE PAGES, FEEL FREE TO CALL ( 206) - 722 - 4900. COMMENTS THANK YOU! CONTRACTOR'S LICENSC NUMBER R L A IAC' 10 4 P T TO 30Cd 03 CI7G 7 a 6STZ-ZZL-90Z TB:BT CBBZ/80/b0 City of Renton PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT Utility Systems - Fifth Floor 1055 South Grady Way Renton, WA 98055 TO: Gary Pankiewicz R.L. Alia Company Phone: (206) 722-4900 Fax Phone: (206) 722-2159 SUBJECT: CAG-02-082, CT Detention Pipeline Project — Proposed Change — Light Pole & Fixture, Foundation Date: 04/09/2003 FROM: J.D. Wilson Water Utility Phone: (425) 430-7295 Fax Phone: (425) 430-7241 Number of pages including cover sheet 4 I REMARKS: = Original to ❑ Urgent ❑ Reply ❑ Please [ For your be mailed ASAP Comment review Gary: Please give us a price quote on the work proposed on the attached sheets [add light pole, fixture, pole foundation, j-box, wire and conduit]. The original pole has already been removed. If Loren has questions please have him call me. I've given a copy of the attached sheets to Mark Baker already. Thanks. J.D. Wils _r- RENTON AHEAD OF THE CURVE. K1 LAI E LI GIJ1J PANG O jouNvA'� I(Jrl ►1► i 'u ' f GRA 35' ALJryn�NVTh r A rf a .F PROVIDE CONTRACTION GRADES SHOWN ARE B 6 ill S 1 JOINTS AT NO MORE THAN AND ARE PROVIDED TO eau IT J C E Q 8' APART. COORDINATE PROPOSED SIDEWALK. �+ 1 WITH CITY FOR SPECIFIC TO CONFORM TO EXISTI i ` f LOCATION OF JOINTS S (TYP.) DRAINAGE OF THE SIDE �� p P f ✓ ^ , SHALL BE SLOPED I THAN NA FORMING AND POURING MATCH EXISTING 8• WIDE A . CONCRETE BORDER ALONGi;"' fA:• �X 15 TIn/ PROVIDE FULL DEPTH 1/2' WALL AND SLOPE SIDEWALKS V' CONJJ EXPANSION JOINTS AT NO MORE TO EXISTING DRAINS (TYPJ ""' �� GAO+( THAN 30' APART. COORDINATE R - 1 WITH CITY FOR SPECIFIC ` f NGu ✓—ask LOCATION OF JOINTS (TYP.) L1GN1 Y I Xy J PLAYGROUND B80 GRILL. SEE -' All A OwG N0. L08 �(/EAf � 4 0 6 A� tQ A I �1 � i' y. PROPOSED DONG FOUNTAIN,y� V SEE DWG N0. COS 5AIr, A5 POT0 I . ' .. PROPOSED FLAG POLE. SEE % DWG NOS. COB AND E02 O GAZEBO hT�oM tl�zN QC T i' A%" FILL AREAS TO GRADES SHOWN EA k SivS dr` FINISHED CONTOUR 0` 4725 �I BAR Ek.® +8?5 TER EXISTING CONTOUR CATHODIC PROTECTION TEST STATION, SEE ��• ' K , K DWG N0. MG4 (iYP.) (o A N ITT EA N 1® ®EA L Eg �v W \ to _r 71 4525-- ...I TO MAT. EXISTINGCH TRANSITION ///'''UNIFOFW DIUS N17N _RADh15 a "� CA APPROIL:14.5', TRANSITION TO MATCH EXISTING WITH UNIFORM RADIUS Q ter l FILL TOP 12' OF LANDSCAPED \ - AREAS WITH TOP SOIL PUMP BUILDING EXISTING FOR WELLS R1, KATE PARK D R2, AND R3 PROPOSED SKATE PARK AREA GRADING PLAN I 0 3 I' = 20' i NOTES ETIERMNATE EE DWG. NO. E01 FOR DESCRIPTION OF CONDUIT ND SCHEDULE.HBOARD SECTION WHERE EXISTING CONDUITSOT BEEN DETERMINED. CONTRACTOR SHALL VERIFY DUIT TO USE PRIOR TO FINAL INSTALLMENT OF LIGHTING PANEL SQUARE 0 TYPE NOOD. ADD CIRCUIT 30 FOR BASKETBALL COURT POLE EXISTING SWITCHBOARD RECEPTACLES. EXISTING CONDUIT FOR E2 A B C D E FLAGPOLE UPLIGHTING. O LOCATION OF CONTACTORS FOR BASKETBALL COURT LIGHTING B FLAGPOLE LIGHTING. COORDINATE WITH CITY ON CONTACTORS TO BE USED, EXISTING 2' PVC CONDUIT EI FOR BASKETBALL COURT EXISTING HH-E2 EXISTING HH-El LIGHTING / DETAIL 100 - SWITCHBOARD r 35' ALUMINUM POLE AND BASE. HAPCO St-i91 OR APPROVED EQUAL POLE BASE COVER. r ANCHOR BOLTS WITH LEVELING NUTS AS REOUIRED BY POLE T MANUFACTURER (MINIMUM OF 4), T i tj h5 W y Y POLE BASE PLATE. 2'-0' I' CHAMFER ON ALL EDGES. 6'-3' CONDUIT AND WIRING. SEE DWG E01 FOR CONDUIT AND CONDUCTOR SIZING. f. 7-/4 HOOP AT 12' OC MAX WITH ADDITIONAL HOOP AT TOP OF FOUNDATION. 2.0' 9-05 AT 12' OC MAX CLEARANCE (TYP.) DETAIL 101 - LIGHT POST FOUNDATION 2 �r 7 IER CONDUIT SCHEDULE TO CIRCUIT NUMBER HH-El PI01, P102 HH-E2 P103 HH-E3 P103 HH-E4 P103 HH-E5 P103 HH-1 P101, P102 HH-2 P101, P102 HH-3 P101, P102 HH-4 P101, P102 HH-5 P103 POWER CIRCUIT SCHEDULE NA TO POWER, NEUTRAL, h GROUND E1,100,101,102,103 BASKETBALL COURT FIXTURES (3)-08, (1)-/10 GIRD E1,100,101,102,103 REC. ON LIGHT POLES (2)-112 E2,E3,E4,E5,104 FLAGPOLE UPLIGHTINC (3)-110, (1)-/12 GIRD EXISTING POWER VAULT EXISTING HH-E4 TO BE REMOVE 7 ZIE4 103 D F = 7 10 EXISTING HH—E3 E3 \ \�d PROPOSED HH-4 EXISTING POWER VAULT, LIGHTS, AND POLE TO BE REMOVED AND �aSPOSEQEXISTING HH-E2 EXISTING HH-El l ', � asrO� .✓� I , , 1 YPICAL El cl LEGEND EXISTING WATER IRRIGATION SANITARY SEVER , STORM POWER I -. TELEPHONE - -- TELEMETRY ABANDONED UTEITY (TIP.) 5' CONTOUR V CONTOUR TREE WATER VALVE WATER METER HYDRANT SEWER MANHOLE STORM CATCH BASIN AND MANHOLE OF] POWER VAULT 4-n UGHTS t� TELEPHONE VAULT m GAS VALVE FENCE CONCRETE AND ASPHALT PAVEMENT PROPOSED PROPOSED 42• WATER MAIN PROPOSED 24. OR 16• WATER MAIN 30' ACCESS TEE CHLORINE RESIDUAL MONITORING LINE COMBINATION AIR/VAC VALVE CATHODIC PROTECTION WIRING 6• STORM POWER CONTOUR O O O TREE — CHARY UNK PENCE ASPHALT PARKING LOT - NEW/REPLACE ASPHALT PARKING LOT - OVERLAY ONLY 1 CONCRETE CURB EXPOSED AGGREGATE CONCRETE SIDEWALK BROOM FINISHED CONCRETE SIDEWALK BASKETBALL COURT r— LANDSCAPING ® PROPOSED VAULT - WSDOT TYPE 1 100 — DETAIL NUMBER E02 — DRAWING NUMBER - NOTES PROPOSED 1000 WATT METAL HALIDE FLOODLIGHT, HUBBELL Oi LIGHTING SYSTEMS, INC. SPORTSLITER SLS-IOOOH-I58 OR —_APPRD D IAI PROPOSED 400 WATT METAL HALIDE FLOODLIGHT, HUBBELL 02 LIGHTING SYSTEMS, INC. MINIUTER IV MHS-Y40OH-468-1 OR APPROVED EQUAL, Y� V � \ TVjV IlX�.1 �.� 3 0� J U—NKS e i S7GNCU 05/z2/Dz SBbiJ ♦eo1.m�O ,ORAL aps s7 5 SX111A OS/22/172 p� Z g a w w a�� a p4 > U Q � � J WAI w Q � Q z � z w A = � J W RH2 ENGINEERING. INC. Kllp: //e.e.M2.cwn maeoAMLmm 1.600.720.6052 BELLINGHAM OFFICE 360.676.0&% 612A Nation Roo! BOTHELL OFFICE 425.951.5400 1210D NE t95tN St—t S.R. 100 EAST WENATCHEE OFFICE 509.666.2900 30D Snap Street, SO. 5 PORT ORCHARD OFFICE 360.676.7%0 600 KKSW St,*K Style 101 SCALE: SHOWN 2" 0 1• DRAWING IS NOT TO SCALE IF BAR IS NOT 2• LONG R01: 30 trW Ka orml MLR E01 IW»t.Q RLB we MAY 22, 2002 �. REN a 101-OW IB Rn,NIE CT-DO9 Q� 0 Y o� City of Renton r% PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT No� Utility Systems - Fifth Floor 1055 South Grady Way Renton, WA 98055 TO: Gary Pankiewicz R.L. Alia Company Phone: (206) 722-4900 Fax Phone: (206) 722-2159 SUBJECT: CAG-02-082, CT Detention Pipeline Project — Proposed Change — Concrete Slab / Bench Date: 04/10/2003 FROM: J.D. Wilson Water Utility Phone: (425) 430-7295 Fax Phone: (425) 430-7241 Number of pages including cover sheet 3 I REMARKS: = Original to ❑ Urgent ❑ Reply ElPlease [ For your be mailed ASAP Comment review Gary: Please give us a price quote on the work proposed on the attached sheets [remove slab, add larger slab, remove and re -install bench, extend 6" PVC sleeve]. I've discussed this work with Mark Baker already and will give him a copy of this fax and attachments this afternoon or tomorrow morning. Thanks. J.D. Wilson J RENTON AHEAD OF THE CURVE. i MATCH EXISTING 8' WIDE CONCRETE BORDER ALONG WALL AND SLOPE SIDEWALKS TO EXISTING DRAINS (TYP.) LOCAT 880 GRILL. SEE DWG NO. C08 GAZEBO )AR ER f CATHODIC PROTECTION TEST STATION, SEE O _ ' DWG NO. W04(TYP.) l x 4A rX F; ® F FILL TOP 12" OF LANDSCAPED AREAS WITH TOP SOIL O EA sy, i^, / PROVIDE CONTRACTION "_;?'>_%; %O , JOINTS AT NO MORE THAN 8' APART. COORDINATE 1 WITH CITY FOR SPECIFIC +f t 1 LOCATION OF JOINTS (TYP.) PROVIDE FULL DEPTH 1/2" EXPANSION JOINTS AT NO MORE THAN 30' APART. COORDINATE WITH CITY FOR SPECIFIC LOCATION OF JOINTS (TYP.) PLAYGROUND GR GRADES SHOWN AR AND ARE PROVIDED PROPOSED SIDEWAL TO CONFORM TO E) DRAINAGE OF THE ' SHALL BE SLOPED I THAN O.SX COORC FORMING AND POUR PROPOSED DRINKING FOUNTAIN, SEE DWG NO. C08 PROPOSED FLAG POLE, SEE 74 } DWG NOS. COB AND E02 s� 1 1 FILL AREAS TO GRADES SHOWN 1 FINISHED CONTOUR .47?5 ® 48.25 x EXISTING CONTOUR ag23 • L. O a p ry � N �y �F �,„.. "��-.E� 0 :. „,4 - �r:`.:Y ® ._ ':. +. e �Yh Fri E •F r„ io-r TM aT 25 48 25 e -. - - APPRO% 15 >: - TO MATCH EXIS TING,WITH -' R 4935UNIFORM` - � c �-� �r ADIOS APPRO).,14.5', TRANSITION �- - To MATCH! ExlsnNc WITH UNIFORM RADIUS PUMP BUILDING I X STIN (� FOR WELLS R1, u StCATE RAK\� (/ R2,.AND R3 1' = 20' Sx151 ttjr, cukb1N 6 23' C N 1 It PARK 8ENCNiM % I�6MQV G �x ►s't ►N6 �eNCH � (lGINB`rA�� ON NsW SLAG W►TN P►tAct of BOLTS, ko%ove f I15 Po36 <w �X►3� 1r�6 SLAB frog '515AC . E&Tz of) EXl sl ►N6 �," + PVC sL90,4V A• 6 FT, �N NEvw 7' x 23,5' x 4"'wick fG (CTL A.Jo CWP i`d t C WJ L&M ( 3, 600 ISO 5LAb W ITA (o"X4" - 9 GA. W &P50 Wiki7 fAi7sw KrijiFoArvArPT Ai UNWIC OF SLAS, 6900m FI415N WITU SmooTI4 TON`. FIi►►SN 8bRPerRs. CoverOWL JoinTS g ry � ' I rfT6AVALi, Y o City of Renton �= * PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT Utility Systems - Fifth Floor 1055 South Grady Way Renton, WA 98055 TO: Gary Pankiewicz R.L. Alia Company Phone: (206) 722-4900 Fax Phone: (206) 722-2159 SUBJECT: CAG-02-082, CT Detention Pipeline Project — Proposed Change — Concrete Slab / Bench Date: 04/10/2003 FROM: J.D. Wilson Water Utility Phone: (425) 430-7295 Fax Phone: (425) 430-7241 Number of pages including cover sheet 3 REMARKS: = Original to ❑ Urgent ❑ Reply ❑ Please [ For your be mailed ASAP Comment review Gary: , Please give us a price quote on the work proposed on the attached sheets [remove slab, add larger slab, remove and re -install bench, extend 6" PVC sleeve]. I've discussed this work with Mark Baker already and will give him a copy of this fax and attachments this afternoon or tomorrow morning. Thanks. J.D. Wilson J 9(3 RENTON AHEAD OF THE. CURVE. LocAT MATCH EXISTING 8' WIDE CONCRETE BORDER ALONG WALL AND SLOPE 9DEWALKS TO EXISTING DRAINS (TYP.) )AR /ER CATHODIC PROTECTION TEST STATION, SEE DWG NO. W04 (TYP,) FILL TOP 12' OF LANDSCAPED / AREAS WITH TOP SOIL j 880 GRILL, SEE DWG NO. COB �i GAZEBO O PLAYGROUND y19i ;�ti� �c 825 , i n "r N Pik .timed _ W� IIeu`.�Q i•% {A y��� za -. � is -m•�',5- �z: a d z 49 25 K t 4*'d' R z; APPROX,14.5'. TRANSITION eC�s1 TO MATCH, EXISTING WITH . _ UNIFORM RADIUS a i \ PROVIDE CONTRACTION JOINTS AT NO MORE THAN 8' APART. COORDINATE WITH CITY FOR SPECIFIC LOCATION OF JOINTS (TYP.) PRONDE FULL DEPTH 1/2' EXPANSION JOINTS AT NO MORE THAN 30' APART, COORDINATE WITH CITY FOR SPECIFIC LOCATION OF JOINTS (TYP,) GRADES SHOWN A L ROVIDE 9DEWA M TO I OF THE SLOPED CM D AND `I PROPOSED DRINKING FOUNTAIN, `I SEE DWC NO. C08 i i 1 PROPOSED FLAG POLE, SEE DWG NOS. C08 AND E02 /1 FILL AREAS TO GRADES SHOWN 1` it FINISHED CONTOUR t� EXISTING CONTOUR IS TRANSInoN . TO MATCH EXI$nNG. WITH UNIFORM RADIUS . } �F PUMP BUILDING FOR WELLS RI, �\ EXISTING �, J i R2, AND R3 I I I PROPOSED SKATE PARK AREA GRADING PLAN I' - Y0• ex►s7 �tj6 COt4IzW 5 cuR161N fi 23' PARK �ENcN �N NI NE1r! fGKTi.AtJ0 GL�Mv"+►r CoNC�BT 3�bp4 P5(� pD 5LA5 W IT14 k 6`� - % GA. > 1�6MQVi3 �XiS��NG WisLpGb h/ilt.v Ml,'Sk KF�N�'olct$M�Ni QNcVA a GiN8TALL Al CeNTeIC OF SCA6, ekooM rrN►sw oN NV;\r,/ SLA-6 W►rA WITu Sr\ooTN T1vwgi. Flu►SN 8o(.vFAS, PNcNOA. B0�?5, R6Movu C40"-TF01..-JO►M'yS @ r1TGRVAtS, I "D15 P05e QY GXIS1 %tN6 SLAG fof� 615#4ctA. Gl�'fr; ID Fi)()S ING (�," + S-N501LG �b PVC SIAGGYG /\. G Fl, City of Renton PLANNING/BUILDING/ ♦ PUBLIC WORKS DEPARTMENT Utility Systems - Fifth Floor 1055 South Grady Way Renton, WA 98055 TO: Gary Pankiewicz R.L. Alia Company Phone: (206) 722-4900 Fax Phone: (206) 722-2159 SUBJECT: CAG-02-082, CT Detention Pipeline Project — Change Order #6 Date: 04/15/2003 FROM: J.D. Wilson Water Utility Phone: (425) 430-729E Fax Phone: (425) 430-7241 Number of pages including cover sheet 2 I REMARKS: = Original to [ Urgent ❑ Reply ElPlease [ For your be mailed ASAP Comment review Gary: Attached is a draft of Change Order #6. If this is acceptable, please sign and fax back to me. Thanks. J.D. Wilso RENTON A11EAD OF THE CURVE Public Works Department CONTRACT CHANGE ORDER AGREEMENT CONTRACT: CAG-02-082- CT Detention Pipeline and Park Improvemts (W-2893) C.O.# 6 CONTRACTOR: R.L. Alia Company SUMMARY OF PROPOSED CHANGE: Description of Work Unit Cost Total Cost 1. Add Light Pole, Foundation & Fixture including protection / restoration of completed work Lump Sum $9,615.34 As per April 9, 2003 fax from City; April 11, 2003 and April 14, 2003 letters from R.L. Alia. 2. Remove concrete slab, install new concrete slab and remove and reinstall park bench Lump Sum $3,693.08 As per April 10, 2003 fax from City and April 14, 2003 letter from R.L. Alia Subtotal $13,308.42 Sales Tax @ 8.8% $1,171.14 TOTAL $14,479.56 ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATED CHANGE COMPLETION DATE AFTER COMPLETION DATE COMPLETION DATE CHANGE 5/8/2003 170 working days) 5/8/2003 170 working days) None 5/8/2003 (170 working days) ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATED NET CHANGE ESTIMATED CONTRACT AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE $979,178.24 $1,059,800.28 $14,479.56 $1,074,279.84 SIGNATURES: Contractor: Project Engineer: Approved By: (Utility Systems Manager) Date: Date: Date: R.L. CILIA COMPANY GENERAL CONTRACTORS PUMPING STATIONS 927 S M. L. KING WAY SOUTH ROAD CONSTRUCTION SEATTLE, WASHINGTON 98118 E-MAIL ADDRESS: rlallaco@mindsDring,com CONCRETE STRUCTURES (206)-722.4900 office UNDERGROUND UTILITIES (206) 722.2159 fax LARGE DEWATERING EQUIPMENT FAX TRANSMITTAL DATE: Z/`/(/- 03 FROM: COMPANY NAME: C', of e"'-v ATTENTION: T,7� VV/('So.v NUMBER TO FAX: �4ao 4z3fl - 72�4/ URGENT REPLY ASAP I I PLEASE (:01NIMENT I I PLEASE REVIEW I E/�'il THE NUMBER OF PAGES BEING SENT TO YOU INCLUDING THIS COVER PAGE IS T FAILURE OCCURS RECEIVING THESE PAGES, FEEL FREE TO CALL (206) - 722 - 4900. COMMENTS THANK YOU! CONTRACTOR'S LICENSG NUMBER R L A IAC'1 0 4 P T TO E9C6 03 CI7C 7 6 6STZ-ZZL-90Z Bb:ST EBBZ/bT/b9 R off. Aha Company GENERAL CONTRACTORS 9215 M. L, KING WAY SOUTH SEATTLE. WASHINGTON 98116 (206) 722-4900 FAX (206) 722-2159 April 14, 2003 City of Renton 1055 South Grady Way Renton, WA 98055 Re: CT Detention Pipeline Project Added Work ATTN: J. D. Wilson J.D., We are in receipt of your requests for quotes on additional work: 1) R & R bench pad 2) Added light pole work Issue # 1 — R & R Bench Pad Scope of Work: A) Construct access to site through soft soils & CW * B) Demo existing concrete bench pad and remove bench C) Install 6" PVC sleeve extension D) Disposal of broken concrete/spoils E) Make grade for new bench F) Set forms/pour concrete for pad G) Reset bench H) Restore access to site 1) 4 CY crushed rock @ $ 15.00/CY J) 4 CY concrete @ $100.00/CY K) 20 SY wire mesh @ $3.35/SY UNDERGROUND UTILITIES EQUIPMENT DENTAL CONCRE*I-E PAVING rlaliaco@n-dndspring.com CONTRACTOR'S LICENSE NUMBER RL-AL-IC"104PT Z0 09Cd 00 CI7C 7 1 GSTZ-ZZL-90Z OV:ST 900Z/bT/b0 Page 2 *Items A & H — These costs are included in Issue # 2 — pole Work as this is the same area. If bench is done and pole work is deleted the costs for items A & H need to be added to this proposal and visa versa. Costs for items B — G per attached $3,166.08 Cost for item I 60.00 Cost for item J 400.00 Cost for item K 67.00 Total Cost Issue # 1 — Bench Pad $3,693.08 Issue # 2 — Furnish/Set Light Pole Scope of Work: Note — Excavate and set sonotube for light base was completed on 4/10/03 and sent if for payment as force account. A) Construct access to site B) Pour base C) Haul out excess dirt D) Set pole E) Cleanup access CW muddied by access to site F) Research materials, mobilize J-bolts and light pole G) Electrical Energy costs — See attached 14) 1.5 CY concrete - $200.00 1) 1 each pull box - $50.00 J) Conduit and conduit sweeps - $50.00 K) J-Bolts - $200.00 Costs for items A — G per attached $7,900.96 Cost for item H 2O0.00 Cost for item 1 50.00 Cost for item J 50.00 Cost for item K 200.00 Total Cost Issue # 2 — Light Pole $8,400.96 CO 39Va 00 GI7t 7 a GSTZ-ZZL-90Z Bb :ST E09Z/bT/b0 Page 3 J.D, the lead time on the pole acquisition is, at this point 8 — 12 weeks. The performance of the work will be 1 — 2 weeks based on Electrical Energy's availability. These additions (bench and pole) cannot occur until the pole arrives. This will: 1) stop a substantial portion of the irrigation work now in progress and 2) delay the completion of the remaining work on the project. T suggest you procure a readily available pole otherwise we may be .faced with an interrupted work charge by the irrigation sub and the Builder's Risk insurance provider. We have 2 weeks to stay ahead of the irrigation now. Please advise as to your progress to avert this interruption. Also, please provide written direction as to any modifications to the dint berm that Renton may or may not want. Thank you, R..L. Alia Corn y� G zt' Richard L. Alia, President b0 ?SCd 03 G'I7C 7 a GSTZ-ZZ!-90Z eb:ST E09Z/bT/b0 R. L. Alia Company Work for Clty of Renton CT Detention Pipeline Project Quote for Issue # 1 - R & R Bench Pad LABOR Superintendent Operator/Mechanic Pipelayer Truck Driver Carpenter Laborer Flagger Listed Items B - G 20% markup COMPANY EQUIPMENT 1-Ton Tool Truck 3/4 Ton Pickup 580 Case Compressor & rivet buster 200 Komatsu Solo Dump Truck 120 Komatsu w/hopak 15% markup SUBCONTRACTORS 5% markup MATERIALS, RENTALS, OTHER Hrs/Units Rate Subtotal 12 $52.26 $627.12 8 $44.17 $353.36 $37.62 $0.00 4 $41.39 $165.56 $42.33 $0.00 12 $36.62 $439.44 12 8 4 $31.05 $0.00 $1,585.48 317.10 $11.70 $25.00 $15.40 $80.30 $46.20 $47.90 15% markup Sub Total + 5% markup for bond, ins. Et Al Total $140.40 $0.00 $0.00 $0.00 $642.40 $184.80 0.00 $967.60 145.14 $0.00 0.00 $0.00 0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0.0 $0.00 0.00 Total $1,902.58 $1,112.74 $0.00 0.00 $3,015.32 150.77 $3,166.08 SO 39Cd 09 CI_1C 7 8 GSTZ-ZZL-9OZ ab:ST E997,/bT/b0 R. L. Alia Company Work for City of Renton CT Detention Pipeline Project Quote for Issue # 2 - Furnish & Set Light Pole LABOR Superintendent Operator/Mechanic Pipelayer Truck Driver Carpenter Laborer Flagger 20% markup COMPANY EQUIPMENT 1 Jon Tool Truck 3/4 Ton Pickup 580 Case Compressor & rivet buster 200 Komatsu Solo Dump Truck Pettibone Crane 15% markup SUBCONTRACTORS Electrical Energy 5% markup MATERIALS, RENTAL$, OTHER Listed Items A - G Hr nits Rate Subtotol Total 24 $52.26 $1,254.24 16 $44.17 $706.72 $37.62 $0.00 4 $41.39 $165.56 $42.33 $0.00 16 $36.62 $585.92 $31.05 $0.00 $2,712.44 542.49 $3,254.93 24 $11.70 $280.80 $0.00 $25.00 $0.00 $15.40 $0.00 8 $80.30 $642.40 4 $46.20 $184.80 8 $66.80 $534,4 $1,642.40 246.36 $1,888.76 1 $2,267.65 $2,267.65 0.00 $2,267.65 113. 8 $2,381.03 15% markup Sub Total + 5% markup for bond, ins. Et Al Total $0.00 $0.00 $0.00 $0.00 $0.00 0.00 $0.00 0. 0 0.00 $7,524.72 376.24 $7,900.96 90 39Gd 00 CI_­lC 7 a GSTZ-ZZL-90Z 0b:ST E00Z/bT/b0 Electrical Energy ContmPtors, Inc. 2820 Lincoln Way, 013 Quotation Lynnwood, WA 98037 (425) 787-e700 (425) 743-4937 Date: V1412003 Project: CT Detention Pipeline Description of Work: Provide fixture, misc electrical and labor to owner supplied 40' lighting standard, Contractor to provide: Anchor bolts, concrete base; consult. Allow up to 3 weeks for fixture. Labor oty CoatSubtotalIf>rarlcup - . votai Foreman Jr. Electrician $ 55.36 $ 26% $ Journeyman Electrician 16 5 91.52 $ 824.32 26% $ 1,038.3-` $ - $ Truck & Tools 16 $ 12.00 $ 192.00 21% $ . 232.:�! 3 - Supplier $ #6 XHHW CU 200 $ 1.73 S 348.00 21% $ 418.68 CRIMPS 3 $ 3.20 S 9.50 21% $ 11.62 SHRINK TUBE 3 S 17.52 $ 52.58 21% $ 53,60 UNDERGROUND SPLICE KIT 1 $ 89.22 $ 09.22 21% $ 107.;U 400w MH FIXTURE AND HDWE 1 $ 326.33 $ 326.33 21% $ 394.8e Coat Proposal Sub -total 52,2e-; .C6r� Vp'orovalm Total - � ��� ■�I��il , �Iw � � I I• I�w1�119� 1 r Electrical Energy Contractors, Inc. 1 Signature: Ttive: R.L. Alia Signature: Title: TO'd 4S6v8vG90ZT 333 Wd 09: TO 2eeC -tiT-'t-4o L9 39Cd 03 Vi7v 7 a 69TZ-ZZL-99Z Bb:ST 600Z/bT/be R.L. ALIA COMPANY GENERAL CONTRACTORS PUMPING STATIONS 9215 M. L. KING WAY SOUTH ROAD CONSTRUCTION SEATTLE, W4SHINCTON98176 E-MAIL ADDRESS: r1a11aco@m1ndsvring.com CONCRETESTRUCTURES (206)-722.4900 office UNDERGROUND UTILITIES. (206) 7?2-27 59 fax LARGE DEWATERING EQUIPMENT FAX TRANSMITTAL DATE: I/-/S�3 FRONT: COMPANY NAME: C'� ry OF 11 ��an1 ATTENTION: NUMBER TO FAX: 11 1 URGENT I I REPLY -ASAP I I PLEASE COLNIENT I PLEASE REVIENN I I FTIT THE NZIMBER OF PAGES BEING SENT TO YOU INCLUDING THIS COVER PAGE IS IF FAILURE OCCURS RECEIVING THESE PAGES, FEEL FREE TO CALL ( 206 ) - 722 - 4900. COMMENTS THANK YOU! CONTRACTOR'$ LICENSE NUMBER R L A IAC-I O a P I' T9 09Cd 03 CI-1C 7 6 6STZ-ZZL-99Z 09:aT EBBZ/ST/b0 AhaC�f, om an GENERAL CONTRACTORS 9215 M. L. KING WAY SOUTH SEATTLE. WASHINGTON 96116 (206) 722-4900 FAX (206j 722-2159 UNOERGROUNO UTILITIES EQUIPMENT RENTAL CONCRETE PAVING om April 11, 2003 City of Renton 1055 South Grady Way Renton, WA 98055 Re: CT Detention Pipeline Project Added Work ATTN: J. D. Wilson J.D., Per the attached, Alia performed extra work on electrical conductors per City of Renton direction. As you can see per the attached recap our costs for this added work total $ 1,214.38. Please review and process for payment at your earliest convenience. If you have any questions, please contact Mark Baker in the field to discuss this. Thank you, R. L. Alia Company Gary J. Pankiewicz, Accountant CONTRACTOR'S LICENSE NUMBER RL-AL-IC` 104PT ZO 39Vd 00 Gi7v -I d GSTZ-ZZL-90Z 00:13T EOOZ/ST/b0 R. L. Alia Company Work for City of Renton CT Detention Pipeline Project Work done on electrical conductors LAI)QR Superintendent Operator/Mechanic Pipelayer Truck Driver Carpenter Laborer Flagger 20% markup COMPANY EQUIPMENT 1-Ton Tool Truck 3/4 Ton Pickup 580 Case Compressor & rivet buster 200 Komatsu Solo Dump Truck 120 Komatsu w/hopak 15% markup SUBCQNTRACTORS 5% markup MATERIALS, RENTALS, OTHER White Cap, sonotube McLendons 4/10/03 /Units Rate Ubtatal Total 8 $52.26 $418.08 $44.17 $0.00 $37.62 $0.00 $41.39 $0.00 $42.33 $0.00 8 $36.62 $292.96 $31.05 $0.00 $711.04 $142,21 $853.25 8 $11.70 $93.60 $0.00 4 $25.00 $100.00 $15.40 $0.00 $80.30 $0.00 $0.00 $47.90 $0.00 $193.60 29.04 1 $39.68 1 $30.46 15% markup Sub Total + 5% markup for bond, ins. Et Al Total $0.00 $0.00 $0.00 $0.00 $39.68 $30.46 $0.00 $0.00 $0.00 0.00 $70.14 $10.52 $222.64 80.66 $1,156.55 7.83 $1,214.38 E0 30Vd 03 CI7V 7 d GSTZ-ZZL-90Z 00:OT EOOZ/ST/b0 R.L. ALIA COMPANY 9215 MLK WAY SOUTH SEATTLE, WA 98118 206-722-4900 FOREMAN'S NA OWNER'S REPRESf?NTATIVE,S ON SITE: o sl o b2 6c L1 ' � P O E 8 NUMBERa C i� cr d/wc L DATE: �� �- 0 3 WEATHER C N ITIONS: SUBCONTRACTORS ON SITE; D t $K & LOCATION: Lr"T7 � yon -Gail, _c �`" C/ ) < i s f-A-4,A- "o ..Ile. i�a r aJe� -COPANY EQUIPMENT OPEMIPR HRS. ST8N2QY HRS. Illy 500 fre .a 5 rrIcJ- 1 � ?� G. r COMMENTS: o f' n.,c r I` b9 dJCd 03 CI7C 7 d 69TZ-ZZL-99Z 03:3T EBBZ/ST/b0 �WWME, TOOLS &MATES LS N 'V 0 1 t ; D .. Ali(i Ci(:)I..I) B.,ICi9U()G ihll-W 10 y'�' MAIN- 6 ;fGL { h� :ic-1-;` :) i:Jf�i) :(3Y - ivi F:1::• ��)r'>r-'�22-•� 900 , .........,.. _.......... ---.-....,. ' = : (:11•:l;1L.F: NoC7F�:):)I:i�� I)F1'rl::. .l: NUCJ 7:C:�: I)r�i i'(- ,fC11�+ h(C) ,.---..1; •-.,•.T� _ W ,:fiiCJ .. I � •'1/1.0/0:, �*)999 Hti1::NT'ON .'•iUU�) _.._._......_._ ._,...._,_......_.._.:.._..............:.........._.._.,_.,�._.._._..........- -- ---- - - - - ...._......_._....... - -. r._._... <:\ i Ur•^•I'1'., R CILYES'T1:::I) SI-I]:F'f�'I•"I) LOC, T(-W q i::Y �hla:F-, Vln. RlDLJT:i:N(:; - ..... ... ... .... ._r........._ _.._......._.............-:........:..._..:... �............,..._...........----........_._._._......•........._ .._.._..__...._.._...__.................._....._.....,...._.__._....._..,......_.. - 10 :;p •D(aY U,•W.1:1_L.. -- -- -- - '� - N�_1t�L11_:1'' ,. CITY CJF�T) CITY 'ci�1F' GTY 1:4I!::C) V V I''F't'1:C'r:= U /N AMC)C9Fi'T i�::C N� h1/th i)L•'`.:�l:;E;:r.l=''rar.ii` . - � ;:r1•• . .. ...t ., 1'CF�' L11tiT7' fi ,. .9200 l "T WC;Y(>:aO C()l UMN FQnM LIGHT. WN—L. ?611 (530I_ PY F=' t= t • r� f NO REFUNDS OR EXCHANGES !'N 'ICH MCK}MERCHANDISE se ��ad 00 CI7C -1 61 69TZ-ZZL-93Z ee:3T E33ZisTibe 11 Ittm t u, WH Ymij _ PHONE: (425) 235-3555 sKEE IPT FQ,& ND�ffyy a s Visit us at '. y'/CCII� www.mciendons.com f5 CUSTOMER NO JOB NO PURCHASE ORDERN0. PEFCRCNCC TEAMS CLERK DATE TIME IN640 RENTON PO # RENTON NET 11TH DOLORES M 4/10/03 10:07 0 R L ALIA COMPANY H DWA X22506 L 9215 M L KING WAY S I +I+rirtt� rt D P RESL#: C 600 149 378 6/06 t INVOICE t T SEATTLE WA 98118 T SLSPR: DO DOLORES MULVANEY 0 (206) 722-4900 o TAX 862 TAXABLE B.8% - RENTON Terms: All accounie due 101h of month following date of purchase. A Finance Charge at the rate of 1 112% par month will be e merged on all peat due accounts, this la ocuivalent ;o the annual rate of 18%. If roferred to an eRomey for collection, purrha9or CA! T N r L agrees to pay foaconablo legal foee and caste. 1 1 i 1 1 I; E8I 18334416 EA:I 448 10395 EA 3117173 EA, 18398070 EA: 32103 I � I PRIMARY.WIRE BLUE'1 Ax25' 3.85 WIRE STRIPPER'AUTOKTIc 13.99 LANTERN FLOATING 6 V 5.99 CONNECTR GRND W/CLYP 15A 6.99 PLUG DEAD FRNT RUBBR/CLP I I I 2.99 DISCOUNT IF PAID BY 10th tf AMOUNT CHARGED TO STORE ACCOUNT +� X (MARK BAKER ) • / R�IVED� ALL CLAIMS AND RETURNED GOODS MUST BE ACCOMPANIED BY THIS BILL AND ANY D13CREPANCIES MUST BE REPORTED WITHIN S DAYS FROM INVOICE DATE. TOT WT:.34 1 3.501/EA 3.50 CN 1 12. 59 1 /EA 12.59 CN 5.391/EA 5.39 CN 1 6.291/EA 6.29 CN 2.691/EA _ 2.69 CN I 30.46 TAXABLE 0.00 NON-TAXABLE 30.46 SUBTOTAL 30.46 TAX AMOUNT ! 0.08 TOTAL AMOUNT 30.46 90 39tCl 03 vi7tC 7 a 6STZ-ZZL-9l3Z 00:12IT E00Z/ST/t10 1�Y City of Renton ♦ PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT IV Utility Systems - Fifth Floor 1055 South Grady Way Date: 04/15/2003 Renton, WA 98055 TO: Gary Pankiewicz FROM: J.D. Wilson R.L. Alia Company Water Utility Phone: (206) 722-4900 Phone: (425) 430-7295 Fax Phone: (206) 722-2159 Fax Phone: (425) 430-7241 SUBJECT: CAG-02-082, CT Detention Number of pages including cover sheet 2 Pipeline Project — Change Order #7 REMARKS: = Original to ❑i Urgent ❑ Reply ❑ Please [ For your be mailed ASAP Comment review Gary: Attached is a draft of Change Order #7. If this is acceptable, please sign and fax back to me. [Do you want to add the working days on this change order?] Thanks. J.D. Wilson RENTON AHEAD or THE CURVE Public Works Department CONTRACT CHANGE ORDER AGREEMENT CONTRACT: CAG-02-082- CT Detention Pipeline and Park Improvemts (W-2893) C.O.# 7 CONTRACTOR: R.L. Alta Company SUMMARY OF PROPOSED CHANGE: Description of Work Unit Cost Total Cost 1. Lower Mound Adjacent to Playground Lump Sum $2890.27 Lower height of earth mound adjacent to playground (ref. Sheet 10) by four (4") inches as per discussion with Mark Baker on April 15, 2003 and R.L. Alia letter dated April 15, 2003. Subtotal $2890.27 Sales Tax @ 8.8% $254.34 TOTAL $3,144.61 ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATED CHANGE COMPLETION DATE AFTER COMPLETION DATE COMPLETION DATE CHANGE 5/8/2003 170 working days) 5/8/2003 (170 working days) None 5/8/2003 (170 working days) ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATED NET CHANGE ESTIMATED CONTRACT AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE $979,178.24 $1,074,279.84 $3,144.61 $1,077,424.45 SIGNATURES: Contractor: Project Engineer: Approved By: (Utility Systems Manager) Date: Date: Date: le, o-L.. -Ah- a Co man am GENERAL CONTRACTORS 8215 M. L. KING WAY SOUTH SEATTLE, WASHINGTON 9811E (206) 722-4eOO FAX (206) 722-2159 April 15, 2003 City of Renton 1055 South Grady Way Renton, WA Re: CT Detention Pipeline Project Quote for added work ATTN: J.D. Wilson UNDERGROUND UTILITIES EQUIPMENT RENTAL CONCRETE PAVING rlaliaco@mindspring.com J.D., Mark asked me to prepare a quote to you for reconfiguring the berm. Per the attached (information provided to me by Mark) the quoted price is $2,890.27. If you have any questions, please contact Mark in the field initially. Thank you for the opportunity to provide you .with this quote. Sincerely, R. L. Alia Company , Gary J. Pankiewicz, Accountant �O 11 CONTRACTOR'S LICENSE NUMBER RL•ALIC` 104PT Z0 29va 03 VI7V 7 6 6STZ-ZZL-90Z TE:ST E00Z/ST/b0 R.L. ALIA COMPANY GENERAL CONTRACTORS PUMPINC S7ATON5 9215 M. L. KINC WAY SOUTH ROAD CONSTRUCTION SEATTLE, WA5HINGTON98118 EMAIL ADDRESS: rlolioco@mindspring.Com CONCRETE STRUCTURES (206)•722.4900 office UNDERCROUND UTILITIES (206) 722.2159 fax LARCE OEWATERINC EQUIPMENT FAX TRANSMITTAL DATE: /�--o3 COMPANY NAME: 01 ATTENTION; 77� FRO NI : �14t2 c OF ,NUMBER TO FAX: 7z,-// I URGENT I I REPLY ASAP I I PLEASE COMMENT I 1 PLEASE REVIENN I I ;F/Y/I THE NUMBER OF PAGES BEING SENT TO YOU INCLUDING THIS COVER PAGE IS RECEIVING THESE. PAGES, FEEL FREE TO CALL ( 206 ) - 722 - 4900. COMMENTS 3 . IF FAILURE OCCURS THANK YOU! CONTRACTOR'S LICENSE NUMBER R.L A IAC'I 0 4 P T TO 3JCd 03 CI7C 7 a 6STZ-ZZL-90Z ZEST EBBZ/ST/b9 le. c . Aba Coin an GENERAL CONTRACTORS 9215 M. L. KING WAY SOUTH SEATTLE, WASHINGTON 98118 (206) 722-4900 FAX (206) 722-215e April 15, 2003 City of Renton 1055 South Grady Way Renton, WA Re: CT Detention Pipeline Project Quote for added work ATTN: J.D. Wilson J.D., Mark asked me to prepare a quote to you for reconfiguring the berm. LJNOEP13ROUND UTILITIES EQUIPMENT RENTAL CONCRETE PAVING, rlaliaco@nlindspring.com Per the attached (information provided to me by Mark) the quoted price is $2,890.27. If you have any questions, please contact Mark in the field initially. Thank you for the opportunity to provide you with this quote. Sincerely, R. L. Alia Company Gary J. Pankiewicz, Accountant CONTRACTOR'S LICENSE NUMBER RLAUIC* 104PT ZB 09Cd 03 CI7C 7 d 6STZ-ZZ!-93Z TEST E9aZ/ST/b0 R. L. Alia Company Work for City of Renton CT Detention Pipeline Project Quote for Berm reconfiguration LABOR Superintendent Operator/Mechanic Pipelayer Truck Driver Carpenter Laborer Flagger 20% markup COMPANY EQUIPMENT 1-Ton Tool Truck 3/4 Ton Pickup 580 Case Compressor & rivet buster 200 Komatsu Solo Dump Truck Pettibone Crane 15% markup SUBCQNTRACTORS Electrical Energy 5% markup MATERIAL$, RENTALS, OTHER Dump fee, CYs Hrs/Units Rate Subtot I Total $52.26 $0.00 16 $44.17 $706.72 $37.62 $0.00 4 $41.39 $165.56 $42.33 $0.00 16 $36.62 $585.92 $31.05 $0.00 $1,458.20 2 1. 4 $1,749.84 16 $11.70 $187.20 $0.00 16 $25.00 $400.00 $15.40 $0.00 $80.30 $0.00 4 $46.20 $184.80 $66.80 $0.00 $772.00 115.80 $0.00 $0.00 $0.00 0.00 20 $5.00 $100.00 $0.00 $0.00 $0.00 $0.00 0.00 $100.00 15% markup I15.00 Sub Total + 5% markup for bond, Ins. Et Al Total $887.80 ME 115.00 $2,752.64 137.63 $2,890.27 60 39Vd 00 Vi7v 7 d GSTZ-ZZL-90Z TE:ST EOOZ/ST/b0 R cot ._/'V`ha Company GENERAL CONTRACTORS 9215 M. L. KING WAY SOUTH SEATTLE, WASHINGTON 96118 (206) 722-4900 FAX (206) 722-215S April 11, 2003 City of Renton 1055 South Grady Way Renton, WA 98055 Re: CT Detention Pipeline Project Added Work ATTN: J. D. Wilson J.D., UNDERGROUND UTILITIES EQUIPMENT RENTAL CONCRETE PAVING RECEIVED APR 17 2003 CITY OF RENTON UTILITY SYSTEMS Per the attached, Alia performed extra work on electrical conductors per City of Renton direction. As you can see per the attached recap our costs for this added work total $ 1,214.38. Please review and process for payment at your earliest convenience. If you have any questions, please contact Mark Baker in the field to discuss this. Thank you, R. L. Alia Company Gary J. Pankiewicz, Accountant 0M CONTRACTOR'S LICENSE NUMBER RL-AL-IC* 104PT R. L. Alia Company Work for City of Renton CT Detention Pipeline Project Work done on electrical conductors LABOR Superintendent Operator/Mechanic Pipelayer Truck Driver Carpenter Laborer Flagger 20% markup COMPANY EQUIPMENT 1 Jon Tool Truck 3/4 Ton Pickup 580 Case Compressor & rivet buster 200 Komatsu Solo Dump Truck 120 Komatsu w/hopak 15% markup SUBCONTRACTORS 5% markup MATERIALS, RENTALS, OTHER White Cap, sonotube McLendons 4/10/03 Hrs/Units Rate Subtotal 8 $52.26 $418.08 $44.17 $0.00 $37.62 $0.00 $41.39 $0.00 $42.33 $0.00 8 $36.62 $292.96 $31.05 $0.00 $711.04 142.21 8 4 1 1 $11.70 $25.00 $15.40 $80.30 $47.90 $39.68 $30.46 15% markup Sub Total + 5% markup for bond, ins. Et Al Total $93.60 $0.00 $100.00 $0.00 $0.00 $0.00 0.00 $193.60 29.04 Total $853.25 $222.64 $0.00 0.00 $0.00 0.00 $0.00 $39.68 $30.46 $0.00 $0.00 $0.00 0.00 $70.14 10.52 80.66 $1,156.55 57.83 $1,214.38 R.L. ALIA COMPANY 9216 MLK WAY SOUTH SEATTLE, WA 98118 •• 206-722-4900 FOREMAN'S NAME: OWNER'S REPRESENTATIVES ON SITE: J� y3 PROJECT NAME & NUMBER: �.'Z S J 1 ` ` L DATE: — WEATHER CONDITIONS: SUBCONTRACTORS ON SITE: DAILY TASK & LOCATION: r r �•3 1 R Jlnn �Lr.e.J- ,'e.- COMPANY EQUIPMENT OPERATOR HRS. STANDBY HRS. a iVsJ c ro W.lr--• c> S .. '' 'L"r&se_ t 1 } `Ill '` , i f,c.=-i i L •., 1 c ��� � Gam. G . - 12co Lo r ' I COMMENTS: s �— � r f f cx r �7C IT 4-7 rwx - "'` A E' TOOL$ &MTER S .V 0 1 C , E ' N 0.. 4(. "f'O:" 848s?000 �,:,;:. ;,jjih'1:1:1=' 1-C:l:: (13)AMF:: 17 I_:C E'[Vi:::D BY :: MPi(1..I::: :�I::h:ir.:l::1`<.} ;! :i- 1:?Y: i41f:11;;I::: 2r .'�,�A�....t�trOO _ ._.. ....... . _ J... .... .... .... . C;F;1;1C1 ` t�lCJ C?1iI)h:F; DATE. ]:i�!'.,!CJ:I:CwEe: I)i'1 (f . 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' , r' !:: I)r',-('E hf:::CLl.1F Sit I :D T64: rF::::iYf3 si-L1.1 , JI(�:'f.c U T i`' I .... .... .... .._.............. ...... ....... .........................._.............. .............. ...... ........... ... ................... _._..............._...._....... ........ ..... _....__............. .... .... .... ._......_.........._ ._._..................._._. _, ._ 4/ 10/0:':: 1Jrt'Y q::LJ:i:I_L.. f.;r'11_I NUMi EF,' CITY OF:I; CITY SHP PITY Ish;CJ F'Fi:I:C E lJ/M (aA1C)UF<T .i:N>f h1/M I)L:tC:;F::1:1='TION.S _................`..........._1j`i.»i..t_.,...................._...._I)lY<%f._,....._.. .._.... .... .... .......... __ 4�1C;I;Q ;O CC.11...1.1MN I &-,,M I...I.t-i1-IT, Wril_I_. ;';6 ;rsol BY P, _. ]:I`IVCIICE. i1%iC)C.1PI'T' K. ,�i�;. f�C3 4' 1: I.-i N F R l: M T !./.1..� r... ... ...i .s >!�- Kr ... ................... .... } m All y. ' l �. •. i�; lid �r NO REFUNDS OR EXCHANGES ON NON STOCK'MERCHANDISE SEE REVERSE SIDE FOP -cgUS dN0 CONDftNS CUSTOME4� es� r 0) 1 r . Kr,�k PHONE: (425) 235-35 (425)235-3571 www.mclendons. CUSTOMER NO JOB NO PURCHASE ORDER NO. REFERENCE TERMS CLERK DATE TIME I 100640 RENTON PO # RENTON NET 11TH DOLORES M 4/10/03 10:07 S R L ALIA COMPANY S L 9215 M L KING WAY S I D p RESL#: T SEATTLE WA 98118 T SLSPR: 0 (206) 722-4900 0 TAX Terms: All accounts due 10th of month following date of purchase. A Finance Charge at the rate of 1 1/2% per month will be charged on all past due accounts, this is equivalent to the annual rate of 18 %. If referred to an attorney for collection, purchaser agrees to pay reasonable legal fees and costs. -:j ORDEREDSHIPPED E9 10354416 PRIMIARY WIRE BLUE 16GAx25' 3.89 1 EA 103554440 WIRE STRIPPER' AUTONTIC 13.99 1 EAI, 3117173 LANTERN FLOATING 6 V 5.99 1 EA, 10398070 CONNECTR GRND W/CLM,P 15A j 6.99 i EA 32103 PLUG DEAD FRNT RUBBR/CLP j 2.99 DISCOUNT IF PAID BY 10th 1.1 f AMOUNT I X (MARK BAKER R IV ALL CLAIMS AND RETURNED GOODS MUST BE ACCOMPANIED BY THIS BILL AND ANY DISCREPANCIES MUST BE REPORTED WITHIN 5 DAYS FROM INVOICE DATE. TOT WT:.34 DOC# X22506 C 600 145 378 6/06 INVOICE DO DOLORES MULVANEY 862 TAXABLE 8.8% - RENTON 1 3.501/EA 3.50 CN 1 ; 12.591/EA 12.59 CN 1 5.391 /EA 5.39 CN 1 i 6.291/EA 6.29 CN 1 ` 2.691/EA j 2.69 CN TO STORE ACCOUNT 30.46 TAXABLE 0.00 NON-TAXABLE 30.46 SUBTOTAL 30.46 TAX AMOUNT 0.00 TOTAL AMOUNT 30.46 ,.:L. ALIA COMPANY 'GENERAL CONTRACTORS PUMPING STATIONS 9275 M. L. KING WAY SOUTH ROAD CONSTRUCTION SEA7?LE, WASHINGTON98118 EMAIL ADDRESS. rlolioco@mindspring.Corn CONCRETE STRUCTURES (206)-722.4900 orr1ce UNDERGROUND UTILITIES (206) 722-21 59 (ax LARGE DEWATERiNG EQUIPMENT FAX TRANSMITTAL D,NTE: FROM: (-S7L�zy ?mob COMPANY NANIE: of �C1•►-rot ATTENTION: � 7 • u r (-5-,j NUMBER TO FAX: `f'l�;- (I I I'RCENT I I REPLY .ASAP I 1 PLEASE C0.Nl IE\T I I PLEASE REVIEN� I I MAI THI= NUMBER OF PAGES BEING SENT TO YOU MTCLUDING THIS COVER PAGE IS Z IF FAILURE OCCURS RECEIVING THESE PAGES, FEEL FREE TO CALL ( 206) - 722 - 4900. COMMENTS THANK YOU! (5��T CONTRA( TOR'S LIC'ENSC- NUMBER R L A IAC''1 04 P T TO EECd 03 CI7C 7 d 6STZ-ZZL-90Z 60:TT EBBZ/SZ/b0 R.L. ALIA COMPANY GENERAL CONTRACTORS PUMPING STATIONS 9215 M L. KING WAY SOUTH ROAD CONSTRUCTION SEATTLE,WASHINGTON98118 E-MAIL ADDRESS. r/olioCo®minCSpiing.Corrr CONCRETE STRUCTURES (206)-722.4900 office UNDERGROUND UTILITIES (206) 722.21 59 fax LARGE DEWATERING EQUIPMENT DATE: FAX TRANSMITTAL '� 15 'a'� CONIPANY NAME: c (-r of RCwror4 ATTENTION: FRONI: J- 7. uvl t- s-'j NUNIBER TO FAX: 43 ^ 7L 1t� i URGENT I I REPLY ASAP I I PLEASE COMMENT I I PLEASE REVIEM' I I F/Y/I * * � * �►c �k �c �Ic * �c �Y 7Y �c �k * �k THE NUMBER OF PAGES BEING SENT TO YOU rNCLUDING THIS COVER PAGE IS RECEIVING THESE PAGES, FEEL FREE TO CALL ( 206 ) - 722 - 4900. COMMENTS Z IF FAILURE OCCURS THANK YOU! (�IT C'ONTPAC'TOR'S LICENSE NUMBER R L A iAC-I 04 P T TO E9Gd 00 GnC 7 6 6STZ-ZZL-90Z ES :9T EOOZ/ST/b0 City of Renton a% + PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT Utility Systems - Fifth Floor 1055 South Grady Way Renton, WA 98055 TO: Gary Pankiewicz R.L. Alia Co Phone: (206) 722-4900 Fax Phone: (206) 722-2159 SUBJECT. CT Pipeline — Change Order No. 9 Date: 06/26/2003 FROM: J.D. Wilson Water Utility Engineering Phone: (425) 430-7295 Fax Phone: (425) 430-7241 Number of pages including cover sheet 2 REMARKS: ❑ Original to ❑ Urgent ❑ Reply ❑ Please ❑ For your be mailed ASAP Comment review Oary: Here is Change Order No. 9. If it is OK, please sign and fax back to me. Thanks. s J.D. RENTON AHEAD OF THE CURVE. Public Works Department CONTRACT CHANGE ORDER AGREEMENT CONTRACT: CAG-02-082- CT Detention Pipeline and Park Improvemts (W-2893) C.O.# 9 R.L. Alia SUMMARY OF PROPOSED CHANGE: Description of Work Unit Cost Total Cost 1. Asphaltic Concrete Pre -Level Course in Parking Lot Lump Sum $11,000.00 Provide asphatic cement concrete (ACC) pre -leveling course in parking lot. Lump sum for 333 tons of ACC as per R.L. Alia letter dated June 26, 2003 [$70.00 per ton if in excess of 333 tons]. Subtotal $11,000.00 Sales Tax @ 8.8% $968.00 TOTAL $11,968.00 ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATED CHANGE COMPLETION DATE AFTER COMPLETION DATE COMPLETION DATE CHANGE 5/8/2003 (170 working days) 5/8/2003 (170 working days) 39 7/3/2003 (209 working days) ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATED NET CHANGE ESTIMATED CONTRACT AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE $979,178.24 $1,091,158.96 $11,968.00 $1,103,126.96 SIGNATURES: Contractor: Project Engineer: Approved By: _ (Utility Systems Manager) Date: Date: Date: R.l. ALIA COMPANY GENERAL CONTRACTORS PUMPINGSTATIONS 921 5 M. L. KING' WAY SOUTH ROAD CONSTRUCTION SEATTLE,IWASHINGTON98118 E-MAIL ADDRESS: rlallaco®m)ndspring.com CONCRETE STRUCTURES (206) 722-4900 office UNDERGROUND UTILITIES (206) 722.2159 fax LARGE DEWATERING EQUIPMENT FAX TRANSMITTAL DATE: 6 2-6 -o COMPANY NAME: (21 or✓ FiU7� FROM: ATTENTION:, NUMBER TO FAX: II 1 URGENT I I REPLY ASAP I I PLEASE CONIiVIENT PLEASE REVIEW 1 F/Y/P THE NUMBER OF PAGES BEING SENT TO YOU INCLUDING THIS COVER PAGE IS RECEIVING THESE PAGES, FEEL FREE TO CALL (206) - 722 - 4900. COMMENTS THANK YOU! CONTRACTOR'S LICENSE NUMBER R L A [AC* 1 0 4 P T IF FAILURE OCCURS TO 39C6 03 CI7v 7 6 6STZ-ZZL-90Z 90:TT E9aZ/9Z/90 off.. Aha Compana GENERAL CONTRACTORS 9215 M. L. KING WAY SOUTH SEATTLE. WASHINGTON 98110 (206) 722-4900 FAX (206] 722-2159 June 26, 2003 City of Renton 1055 South Grady Way Renton, WA 98055 Re: CT Detention Pipeline Project Attn: J.D. Wilson J.D. A meeting was held onsite this morning to review and determine a paving. plan. UNDERGROUND UTILITIES EQUIPMENT RENTAL CONCRETE PAVING rlaliacot0mindsprulg.com The plans call for 2" of asphalt over a 3,000 SY parking lot area. This translates into 333 tons (3,000/9). Not wanting to simply overlay the parking lot, Renton now wants to significantly improve and alter the grade of the parking lot so that it is more uniform. To achieve this will require: 1) Providing a pre -level at a lump stun price of $11,000 plus tax; ' 2) A net reveal of 5" vs. 6" on curb line; Alia will agree to: 1) Provide pre -level at the lump sum price of $11,000; or 2) Accept payment of $70.00 per ton for all tons in excess of the project's base bid amount of 333 tons. Once we receive a response from you, the paving can be scheduled. Your prompt review and reply is needed and will be greatly appreciated. I am told there is still time to schedule the paving for tomorrow. CONTRACTOR'S LICENSE NUMBER RL-AL-IC"' 104PT Z0 �JCd 03 Vi7v 7 a GSTZ-ZZL-90Z 90:TT E00Z/9Z/90 Page 2 Thank you, mLl R. President 60 39Cd 00 Vi7v 7 6 GSTZ-ZZL-90Z 90:TT E00Z/9Z/90 lz L. ALIA COMPANY GENERAL CONTRACTORS rvrmrirvu.>i,viwrv> 9215 M.'L. KING WAN SOUTH ROAD CONSTRUCTION SEA 7714 WASNINCTON98718 E-MAIL ADDRESS. rlallocoOmindspring.com CONCRETE STRUCTURES (206)-722-4900 offiCe UNDERGROUND UTILITIES (206) 722.2159 fox LARCE DEWATERINC EQUIPMENT FAX TRANSMITTAL. DATE: FROM: CO:NIPANY NANIE: C-ry of /frN-r"v ATTjENTION: ,�" P NUMBER TO FAX: 'fi.T C'RGENT I I REPLY ASAP I I PLEASE CONINIENT f PLEASE REVIEW I I F/Yii THE NUMBER OF PAGES BEING SENT TO YOU rNCLUDNG THIS COVER PAGE IS Z IF FAILURE OCCURS RECEIVNG THESE PAGES, FEEL FREE TO CALL ( 206) - 722 - 4900. 1 COMMENTS � -THANK YOU! CONTRACTOR'S LICENSE NUMBER R L A IAC-1 0 4 P T TO 39Cd 03 G'I7C 7 �d SSTZ-ZZL-90Z TO:BT EOOZ/9T/90 ti�Y o� City of Renton ►% ♦ PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT Utility Systems - Fifth Floor 1055 South Grady Way Renton, WA 98055 TO: Gary Pankiewicz R.L. Alia Co Phone: (206) 722-4900 Fax Phone: (206) 722-2159 SUBJECT: CT Pipeline — Landscaping / Construction Fence Date: 06/13/2003 FROM: J.D. Wilson Water Utility Engineering Phone: (425) 430-7295 Fax Phone: (425) 430-7241 Number of pages including cover sheet 1 REMARKS: ❑ Original to ❑ Urgent ❑ Reply ❑ Please [ For your be mailed ASAP Comment review Gary: Bill Rasmussen & I met with Mark Schlager of FMC (Mark Baker was not able to attend today's meeting) to go over the change order described in FMC's June 10 letter to R.L. Alia. We agree to pay for the work. You should be getting two more items that were added to the list. I asked Mark to try to be finished with the sod by next Friday. Mark said he would be done with all of FMC's work by June 27"'. On Monday at 8:00 AM I will meet with Mark Baker and Mark Schlager to go over the same items. We'll be looking for the change order from Alia next week. The City would like for R.L. Alia to take down the construction fence as soon as possible (perhaps next Monday or Tuesday?). With the fence removed FMC can mow the fence line, install sod where the concrete blocks have killed the grass, etc, etc. Thanks. n J.D. RENTON AHEAD OF THE CURVE ti�Y o� City of Renton 0 PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT N� Utility Systems - Fifth Floor 1055 South Grady Way Renton, WA 98055 TO: Gary Pankiewicz R.L. Alia Co Phone: (206) 722-4900 Fax Phone: (206) 722-2159 Date: 06/13/2003 FROM: J.D. Wilson Water Utility Engineering Phone: (425) 430-7295 Fax Phone: (425) 430-7241 SUBJECT. CT Pipeline — Change Order Number of pages including cover sheet 2 No. 8 REMARKS: ❑ Original to ❑ Urgent ❑ Reply ❑ Please ❑ For your be mailed ASAP Comment review Gary: Here is Change Order No. 8. If it is OK, please sign and fax back to me. Thanks. Q RENTON AHEAD OF THE CURVE Public Works Department CONTRACT CHANGE ORDER AGREEMENT CONTRACT: CAG-02-082- CT Detention Pipeline and Park Improvemts (W-2893) C.O.# 8 CONTRACTOR: R.L. Alia Company SUMMARY OF PROPOSED CHANGE: Description of Work Unit Cost Total Cost 1. Additional landscaping restoration Lump Sum $12,623.63 Additional restoration of sodded areas disturbed by construction activities. Reference FMC letters of June 10 and 13, 2003 and R.L. Alia letter of June 13, 2003. Items described as: R-1, R-2, R-3, R-4, R-5, R-6, R-7and R-8. Time extention includes time for work described in change orders 1 through 8 Subtotal $12,623.63 Sales Tax @ 8.8% $1,110.88 TOTAL $13,734.51 ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATED CHANGE COMPLETION DATE AFTER COMPLETION DATE COMPLETION DATE CHANGE 5/8/2003 170 workingdays) 5/8/2003 (170 workingdays) 39 7/3/2003 209 workin da s) ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATED NET CHANGE ESTIMATED CONTRACT AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE $979,178.24 $1,077,424.45 $13,734.51 $1,091,158.96 SIGNATURES: Contractor: Project Engineer: Approved By: (Utility Systems Manager) Date: Date: Date: R.L. ALIA COMPANY GENERAL CONTRACTORS PUMPING STA TIONS 9215 M. L. KING WAY SOUTH ROAD CONSTRUCTION SEATTLE, WASHINGTON 98118 EMAIL ADDRESS' rlalioco®mindspring.com CONCRETE STRUCTURES (206)-722-4900 off1Ce UNDERGROUND UTILITIES (206) 722-2159 fox LARGE DEWATERINC EQUIPMENT FAX TRANSMITTAL DATE: /3-p3 FROM: COMPANY NAME: �i �y nF 1CrN7DV ATTENTION: D. V✓IcsoN NUMBER TO FAX: C/zS �I ['RGENT I I REPLY ASAP I PLEASE COI.NIENT I I PLEASE REVIEW ) FiY/I THE NUMBER OF PAGES BEING SENT TO YOTJ INCLUDING THIS COVER PAGE IS � � IF FAILURE OCCURS RECEIVING THESE PAGES, FEEL FREE TO CALL ( 206) - 722 - 4900. COMMENTS THANK YOU! CONTRACTOR'S LIC ENS NUMBER R L A IAC•( 0 4? T TO 39Cd 03 CI7C 7 d 6SZZ-ZZ!-9OZ ST:bT E00Z/ET/90 Company GENERAL CONTRACTORS 9215 M. L. KING WAY SOUTH SEATTLE. WASHINGTON 98118 (206) 722-4900 FAX (206) 722-2159 June 13, 2003 City of Renton 1055 South Grady Way Renton, WA 98055 Re: CT Detention Pipeline Project Added Work ATTN: J. D. Wilson J.D., UNDERGROUND UTILITIES EQUIPMENT RENTAL CONCRETE PAVING rlaliaoo �mindspnng,com Per the attached and per your walk-thru earlier today, our landscaping sub F1VIC is submitting quotes to perform additional work per your request and authorization. As you can see per our attached recap the costs for this added work total $ 12,623.63. Please review and process for payment at your earliest convenience. If you have any questions, please contact Mark Baker in the field to discuss this. Thank you, R. L. A.lia Company Gary J. Pankiewicz, Accountant CONTRACTOR'S LICENSE NUMBER RL-AL-IC* 104PT ZO 39cd 00 anc 7 a GSTZ-ZZL-90Z ST :bT E00Z/ET/90 R.. L. Alia Company Work for City of Renton CT Detention Pipeline Project 6/13/03 Various Landscaping Additions by FMC, R-1 through R-8 LABOR Superintendent Operator/Mechanic Pipelayer Truck Driver Carpenter Laborer Flagger 20% markup COMPANY E9Q MENT 1-Ton Tool Truck 3/4 Ton Pickup 580 Case Compressor & rivet buster 200 Komatsu Solo Dump Truck 120 Kornatsu w/hopek 15% markup $V$CO TRACTQR$ FMC changes R-1 through R-8 5% markup MATERIALS, RENTALS, OTHER Hrs/Units Rate Subtotal Total $52.2e $0.00 $44.17 $0.00 $37.62 $0.00 $41.39 $0.00 $42.33 $0.00 $36.62 $0.00 $31.05 00 $0.00 $0.04 $0.00 $11.70 $0.00 $0.00 $25.00 $0.00 $15.40 $0.00 $80.30 $0.00 $0.00 $47.90 $0.00 $0.00 0.00 $0.00 1 $11,450.00 $11,450.00 $0.00 $11,450.00 572.50 $12,022.50 15% markup Sub Total + 5% markup for bond, ins. Et At Total $0.00 $0.0.0 $0.00 $0.00 $0.00 0.00 $0.00 $0.00 UM $12,022.50 $601 13 $12,623.63 Ea 39Cd 03 CI7C 7 d GSTZ-ZZL-90Z ST:bT E30Z/ET/90 Change Order Facility Maintenance Contractors 1018 West James Street Kent, Washington 98032 (253) 854-4000 Phone (253) 854-3350 Fax DATE: June 10, 2003 PROJECT NAME: Liberty Park Renovation Project GENERAL: NUMBER: R.L. Alia R-1 AREA: North Lawn Area Sodding — Complete DESCRIPTION: Remove existing grass, rototil subgrade, add 15 yards of topsoil to 6" thick, rototil again, level & grade soils and install sod in specified areas up to the cyclone fence. We hereby submit a proposal for additional Landscape Installation per the above site: Price: $ 39000.00 Nptes: • Project includes 6" of imported topsoil's The above prices do not includeth-G FQ1103ving: • Ali subgrade, of +/- .10'nunus • Landscape planting areas are to remain clean of sub -contractors construction debris • Removal of asphalt and concrete over pours into planters over 6". • Plant availability to be determined upon award of contract. • All fees, pemuts • Traffic control and flagger • All bid bonds and perfornutnce bonds. v Washington State Sales Tax • All irrigation system per speciation and plans R.L. Alia Facility Maintenance Contractors Date: 1� -q-za3 Date: b0 39Cd 03 Vi7v 7 d 6STZ-ZZL-90Z ST:VT E00V T/90 Change Order Facility Maintenance Contractors 1018 West James Street Kent, Washington 98032 (253) 854-4000 Phone (253) 854-3350 Fax DATE: June 10, 2003 PROJECT NAME: Liberty Park Renovation Project GENERAL: NUMBER: R.L. Alia R-2 AREA: Northeast Lawn Area Sodding —Complete DESCRIPTION: Remove existing grass, rototil subgrade, add 10 yards of topsoil to 6" thick, rototil again, level & grade soils and install.sod in specified areas up to the cyclone fence. We hereby submit a proposal for additional Landscape Installation per the above site: Price: S 2,300.00 Note Project includes 6" of imported topsoil's The above prices do not include the followints: • All subgrade, of +/- .10'minus • Landscape planting areas are to remain clean of sub -contractors construction debris • Removal of asphalt and concrete over pours into planters over 6". • Plant availability to be determined upon award of contract. • All fees, pernuts • Traffic control and flagger • All bid bonds and performance bonds. • Washington State Sales Tax • All irrigation system per speclation and plans R.L. Alia Facility Maintenance Contractors Date: 6 (3 --o'? Date: S0 39V6 03 C:,G 7 �i GSTZ-ZZL-90Z ST:bT E00Z/ET/90 Change Order Facility Maintenance Contractors 1018 West James Street Kent, Washington 98032 (253) 854-4000 Phone (253), 854-3350 Fax DATE: June 10, 2003 PROJECT NAME: Liberty Park Renovation Project GENERAL: NUMBER: R.L. Alia AREA: Lawn Area Sodding between Outfield & Sidewalk— Complete DESCRIPTION: Add 30 yards of topsoil to 6" thick, rototil, level & grade soils and install sod in specified area up to the edge of the existing lawn area. We hereby submit a proposal for additional Landscape Installation per the above site: Price: $19950.00 Notes: 0 Project includes 6" of imported topsoil's The above prices do not include the following: • All subgade, of +/- .10'minus • Landscape planting areas are to remain clean of sub -contractors construction debris • Removal of asphalt and concrete over pours into planters over 6". • Plant availability to be determined upon award of contract. • All fees, permits • Traffic control and flagger • All bid bonds and performance bonds. Washington State Sales Tax All irrigation system peciation and plans R.L. Alia Facility Maintenance Contractors Date: 4; /3-0, Date: 90 09dd 03 CI7d 7 C'J 65tZ-ZZL-90Z ST:VT E00Z/ET/90 Change Order Facility Maintenance Contractors 1018 West James Street Kent, Washington 98032 (253) 854-4000 Phone (253) 854-3350 Fax DATE: June 10, 2003 PROJECT NAME: Liberty Park Renovation Project GENERAL: NUMBER: R.L. Alia R-4 AREA: Sod & Irrigation Repair DESCRIPTION: Prepare damaged area of lawn for re -grade. Re -sod damaged portion of lawn. Remove & replace 1 each damaged irrigation head. Complete system test to ensure proper. coverage by newly installed head. We hereby submit a proposal for additional Landscape Installation per the above site: Price: $ 200.00 Noe • Project includes 6" of imported topsoil's The above prices do not include, following: • All subgrade, of +/- .10'minus • Landscape planting areas are to remain clean of sub -contractors construction debris • Removal of asphalt and concrete over pours into planters over 6". • Plant availability to be determined upon award of contract. • All fees, permits • Traffic control and flagger • All bid bonds and perfonmance bonds. • 'Washington State Sales Tax • All irrigation system per speciation and plans R.L. Alia Facility Maintenance Contractors Date: 6 —/j'o') Date: LB 39Cd 00 CI7V 0 d 6STZ-ZZL-90Z ST:bT EOQZ/ET/90 Change Order Facility Maintenance Contractors 1018 West.James Street Kent, Washington 98032 (253) 854-4000 Phone (253) 854-3350 Fax DATE: June 10, 2003 PROJECT NAME: Liberty Park Renovation Project GENERAL: NUMBER: R.L. Alia R-5 AREA: Removal of Over -poured Concrete in Southwest Planting Areas DESCRWTION: Chip -out, remove & dispose of existing. over -poured concrete from planter beds in Southwest Corner of site. Add Z yards imported topsoils to 6" thick. Finish with bark mulch to both beds. We hereby submit a proposal for additional Landscape Installation per the above site: Price: ' S 300.00 Note • Project includes 6" of imported topsoil's The above Aricc5 do not include the following: • All subgrade, of +/-.10'minus • Landscape planting areas are to remain clean of sub -contractors construction debris • Removal of asphalt and concrete over pours into planters over 6". • Plant availability to be determined upon award of contract. • All fees, permits • Traffic control and flagger • All bid bonds and performance bonds. _ • Washington State Sales Tax • All irrigation system per speclation and plans R.L. Alia Facility Maintenance Contractors Date: 6 'l3-�o ) Date: Be 3ggvd 03 Vi7v 7 6 6STZ-ZZ!-90Z ST:bT E00Z/ET/90 Change Order Facility Maintenance Contractors 1018 West James Street Kent, Washington 98032 (253) 854-4000 Phone (253) 854-3350 Fax DATE: June 101, 2003 PROJECT NAME: Liberty Park Renovation Project GENERAL: NUMBER R.L. Alia R-6 AREA: Restore Sod Under Temporary Fence Blocks DESCRIPTION: At the, request of Bill Rasmussen of the City of Renton, once cement blocks & temporary fence are removed from the site, FMC will restore the sod where the temporary fence blocks had been sitting on the lawn. Price includes sod restoration for no more than 60 blocks. We hereby submit a proposal for additional Landscape Installation per the above site: Price: 5 400.00 Notes: • Project includes 6" of imported topsoil's The above prices do not include tbqf4llowinst: • All subgradc, of +/_ .10'mitnis • Landscape planting areas are to remain clean of sub -contractors construction debris • Removal of asphalt and concrete over pours into planters over 6". • Plant availability to be determined upon award of contract. • All fees, permits • Traffic control and flagger • All bid bonds and performance bonds. • Washington State Sales Tax • All irrigation system per apeeiation and plans R.L. Alia Facility Maintenance Contractors Date: Date: 60 39Cd 00 CI7C -I d 6STZ-ZZL-90Z ST:VT EOOZ/ET/90 1: 42 206 F PAGE 09 Change Order Facility Maintenance Contractors 1018 West James Street Kent, Washington 98032 (253) 854-4000 Phone (253) 854-3350 Fax DATE: June 13, 2003 k" oizcT NAME: Liberty Park Renovation Project GENERAL.: INVIABER: R.L. Alia R-7 AREA. Lawny Area Sodding (East of the PuMphouse) DE5CMTION: Remove existing grass, rototil subgxade, add 15 yards of topsoil to 6" thick, rototil again, level & grade soils and install sod in specified areas up to the sidewalk. We hereby submit a proposal for additional Landscape Installation per the above site: 5 2,600.00 �N2e T _� tiP in�.hirJwc f�" ofiir r%nrtP'A t�nanil'Q o 8I�C t0 reD,L3li1 ciea11 of Gtoib CUItmaion dEbrii Removal of asphalt and cnncrete over pours into pboom over 6". Plant availability to be detemmined upon award of contmcL r All rum permits n T raflc coMol and liana All bid bonds and parformaw bands. Waeidngton 3tme Sales Tax AD irrigadon ry0cm par spceiadon and plane F.L. A.lia Facility Maintenance Contractors Date: Date: 0T 39Cd 00 GI7V 7 H 69TZ-ZZL-90Z ST:bT E03Z/ET/90 11, 42 206 F" PAGE 10 Change Order Facility Maintenance Contractors 1018 Nest .tames Street Kent,' Washington 98032 (253) 854-4000 Phone (253) 854-3350 Fax DATE: June 13, 2003 FROJECT NAME: Liberty Park Renovation Project GENERAL: R..L> Alia NL,NMER: R-8 AREA: Lawn Area Sodding (West of the Skate Park) T?ESCRT_PTION: Remove existing grass, add 10 yards of topsoil to 6" thick to repair subgrade, level & grade soils and install sod in specified areas up to the skate park. We hereby submit a proposal for additional"Landscape Installation per the anove site: Price: S 700.00 • Project includes 6' of imported topsoil's T,�e y�� rrdtxs do uot.�,{Kl�tbo follow All eublgcade, of +I- AO'tr iiw • Lie planting areas am to rranain clean of sub-comreatn:s eansaucfiw debrls * Removal of asphalt and conctover pours fid o phmbcrs over 6". R Plant aysaablligy to be detet limed upon award cf contract - AR fbes, pew Tic cDmnl and Aver • All bid bonds and ped bnuanx bonds. Washi� Stabo Sales Tax.' All lrription syetimat per imam and pMw R.L. Ali& Facility Maintenance Contractors Tate; _ _ (� l� - o j Date: . i TT 3JVd GSTZ-ZZL-90Z ST:VT E00Z/ET/90 06112!2003 13:40 206 F PAGE 01 �II Facility Maintenance Contractors 1018 West James Street • Kent, WA 98032 (253) 854-4000 - Fax (253) 854-3350 • www.fmcorp.net FAX TRANSMITTAL DATE: Ca &4 3 _PHONE #: (253) 854-4000 FROM. FACLLZTY MAINTENANCE CONTRACTORS FAX#: (253) 854-335Q NUMBER OF PAGES SENT (W/O COVER SHEET):_ TO: Q (Ty c7' �� NAME: DEPT: FAX #: a-&6,o3 MESSAGE: If any of these pages are not legible or you do not receive all of the pages, please call (253) 854-4000. 06/12/2003 13:40 206 F PAGE 02 UNDERGROUND UTILITIES E::;UIPMENT RENTAL GONC:RETE PAVING GENERAL, CONTRACTORS 19215 M. L. KING WAYSIDUTH SEATTLE, W4SHINGTON 981 18 (20G) 72.2-4900 G rlalia(;o(q),,,.lrnespnng.com June 12, 2003 FMC 1018 West James Street Kent, WA. 5)8032 Re: City of Renton —CT Detention Pipeline Project Completion of"Work ATTN: Msrk Schlager Dear Marls, I have received seve:r+al resent complaints from City of Renton about FMC's crew size at the CT Pipeline Inject at ,Lib(;rty Park as well as complaints that FMC is not working on a d.:dly';)asis. The completion time f6y this project is drawing near and running out. FMC must com.:plet,: their work diligeh:Itly and 1.1mely to enable the rest of the job to be completed within the allowed contract tune and av+:yid the a3:sessment of liquidated damages. The rest of the job cannot be completed until FMC has completed its work and has demobilized from the project. Back in April of 2003 when the irrigation change order was authorized, you were asked fc)- a schedule to complete; your work, I was told FMC needed 8 weeks from 4/21 /03 to complea its work. As of tomorrow 6/1-,,/03, 8 weeks will have passed from 4/21/03. Accordingly, I need, FMC to provide Alia with a v4latten, updated schedulo for completion of your work. In ,addition, I need you to provide Alia with reagons why your work is not completed by 6/13103, the date you &:.id it rwould be, Your prompt and urgent reply is needed. In. order- for the contract to be completed within the allowed time, Alia heeds FMC to be done with its work and demobilize d by 6/20/03, Please review and advise, Thank vou.. R. L. Alia Company Gary J. Pald-dewicz, rj Office Mambger `1, J� (DONTRACTOR'S LICENSE NUMBER RL-ALIC"IQ4PT 06i'12/2003 13:40 206 F PAGE 03 1018 West James Street • Kent, WA 98032 (253) 854-4000 • Fax (253) 854-3350 • www.fmcorp.net Facility Maintenance Contractors June 12, 2003 Mr. Gary J. Pankiewicz Office Manager R. L. Alia Company 9215 Martin Luther King Way South Seattle, WA 98118 Dear Mr. Pankiewicz: Thank you for your fax to our office highlighting your specific areas of concern. Given the fact you are attempting to levy "liquidated damages" upon our company, it is evident that you have received our packet of information / discrepancies and change -order requests. I'll try- to address each of your specific questions below-. Our company has worked diligently and consistently to perform the work at the City of Renton Liberty Park job as scheduled. Unfortunately, the company that was specified as the only plant vendor, Pacific Plants, delivered (10) ten unacceptable trees to the site; which were rejected by the Inspector. As new trees were being sought by Pacific Plants, (2) two of the southernmost planting areas could not be completed; sod and soils could not have been installed until the trees were approved and properly placed in their respective planting areas. This delay caused us to lose a full (7) seven days of productivity while we waited for the approved plant vendor to replace the trees. Aside from the above delay, we are on schedule and will be completed and demobilized with the contracted portion of our work by your required deadline of 5:00pm 6/20/03. However; should you elect to accept our change -orders for those items outside the contract that the City of Renton has requested, we will need more time. Upon execution of such change -orders, an appropriate time shall be communicated to your office for completion of that work. Since it is crucial, and in the interest of time with minimal cost and damage for all parties, please review, sign and fax to our office those chance -orders you wish completed. We must receive your response no later than 5:00pm today, 6/12/03. Should we not receive approval from you for these items, we will proceed to close off the job as scheduled. I look forward to your response. Regards, R. Trua-ton Terkla President cc: Bill Rasmussen, City- of Renton AFMC Facility Maintenance Contractors Mr. Mark Backer R. L. Alia Company 9215 Martin Luther King Way South Seattle, WA 98118 Dear Mr. Backer: 1018 West James Street • Kent, WA 98032 (253) 854-4000 • Fax (253) 854-3350 • www.fmcorp.net C(071 Upon my personal inspection of the Renton Liberty Park landscape renovation project, I have found six specific areas of the site that need to be addressed in order to facilitate approval by the City of Renton. These areas include: the North lawn are adjacent to the basketball court, Northeast lawn area next to the job shack; lawn area between the sidewalk and the outfield (running north of the park benches); sod & irrigation repair near the flagpole; removal of over -poured concrete in the two planter beds on the southwest corner of the site; and the replacement of the sod beneath the temporary fence where the cement blocks are placed. None of these items are our responsibility as they were not included in our original bid to your firm. The following will describe each area in detail, with our recommendations for improving said areas. North Lawn Area Sodding — Complete According to the contract, Section 02810, Article 3.18 Turf Restoration, Section A, "All turf disturbed by trenching, machine damage, staging facilities, etc. resulting from this project, shall be restored to original condition. " In the following photographs, you can clearly see the areas we trenched or disturbed and intend to restore. The City of Renton has indicated that they would prefer us to sod the entire area. Please refer to change - order R-1. Areas FMC disturbed & will repair Area preferred to be sodded Northeast Lawn Area (next to the job shack) According to the print, we have only contracted to sod the portion represented in green (see below). The City of Renton has requested us to sod the entire area, up to the cyclone fence. We do, however, have an area we have disturbed and intend on restoring as shown in the following photo approx. 3' from the cyclone fence. The price for this additional work is described in change -order R-2. Area on plan FMC bid to sod Area Renton prefers to be sodded Lawn Area Between the Sidewalk & Outfield According to the print, we have only contracted to sod the thin strip abutting the sidewalk represented in green (see below) and not the entire area. The City of Renton has requested us to sod the entire area, up to the cyclone fence. This area was undisturbed by FMC and therefore is not FMC's responsibility. Due to damage caused by others (specifically driving on the area during construction), FMC has prepared the area with soils, in anticipation of improving the site. The price for this additional work is described in change -order R-3. aec �a. 44 MIECT r6• ARM BAt1 ERM OR ! ►PPtCIE4 EWAL (riP. OF 4) z MKO cTUtY. �0. Col ppppp5[p 4V V *UE. Print Showing Area to be Sodded (Green Strip) Area City of Renton prefers to be Sodded Sod & Irrigation Repair (Near Flag -pole) FMC completed this lawn area to 100%. Area was damaged by someone other than FMC driving a 580-Case Backhoe over said area (see photo below). Consequently, the sod and one irrigation head were damaged. The price for repairing said area is described in change - order R-4. Removal of Over -poured Concrete in Southwest Planting Areas According to the plan, this area is not under our contract or responsibility. At the request of Bill Rasmussen of the City of Renton, FMC chipped out and removed the concrete from one of the two planter beds. Due to a miscommunication, fresh soils were accidentally placed into one of the planter beds; again, this is beyond the scope of our agreement. To complete the beds and debris removal, please refer to change -order R-5. Print Showing Two Planter Beds Concrete Chipped & Removed From Planter Beds Restore Sod Under Temporary Fence Blocks At the request of Bill Rasmussen of the City of Renton, FMC has been asked to restore the dead grass under the temporary fence blocks. This area has not been disturbed by FMC as the blocks have been placed by others. This work was not included in our original bid nor were we requested to bid on this additional service. The price for restoring said area is described in change -order R-6. Cement Blocks on Landscaped Area Place by Others As you can see from our description and photographs that some work has to be performed before the site will be considered completed and approved. For your convenience, our change -orders are enclosed. Please review each, sign those you wish us to perform and fax to our office at (253) 854-3350 so that we may commence the work. We look forward to hearing from you. Sincerely, R. Truxton Terkla President cc: Bill Rasmussen, City of Renton Change Order Facility Maintenance Contractors 1018 West James Street Kent, Washington 98032 (253) 854-4000 Phone (253) 854-3350 Fax DATE: June 10, 2003 PROJECT NAME: Liberty Park Renovation Project GENERAL: R.L. Alia NUMBER: R-1 AREA: North Lawn Area Sodding — Complete DESCRIPTION: Remove existing grass, rototil subgrade, add 15 yards of topsoil to 6" thick, rototil again, level & grade soils and install sod in specified areas up to the cyclone fence. We hereby submit a proposal for additional Landscape Installation per the above site: Price: $ 39000.00 Notes • Project includes 6" of imported topsoil's The above prices do not include the following: • All subgrade, of +/- .10'minus • Landscape planting areas are to remain clean of sub -contractors construction debris • Removal of asphalt and concrete over pours into planters over 6". • Plant availability to be determined upon award of contract. • All fees, permits • Traffic control and flagger • All bid bonds and performance bonds. • Washington State Sales Tax • All irrigation system per speciation and plans R.L. Alia Facility Maintenance Contractors Date: Date: Change Order Facility Maintenance Contractors 1018 West James Street Kent, Washington 98032 (253) 854-4000 Phone (253) 854-3350 Fax DATE: June 10, 2003 PROJECT NAME: Liberty Park Renovation Project GENERAL: R.L. Alia NUMBER: R-2 AREA: Northeast Lawn Area Sodding — Complete DESCRIPTION: Remove existing grass, rototil subgrade, add 10 yards of topsoil to 6" thick, rototil again, level & grade soils and install sod in specified areas up to the cyclone fence. We hereby submit a proposal for additional Landscape Installation per the above site: Price: $ 29300.00 Notes • Project includes 6" of imported topsoil's The above prices do not include the following: • All subgrade, of+/- .10'minus • Landscape planting areas are to remain clean of sub -contractors construction debris • Removal of asphalt and concrete over pours into planters over 6". • Plant availability to be determined upon award of contract. • All fees, permits • Traffic control and flagger • All bid bonds and performance bonds. • Washington State Sales Tax • All irrigation system per speciation and plans R.L. Alia Facility Maintenance Contractors Date: Date: Change Order Facility Maintenance Contractors 1018 West James Street Kent, Washington 98032 (253) 854-4000 Phone (253) 854-3350 Fax DATE: June 10, 2003 PROJECT NAME: Liberty Park Renovation Project GENERAL: R.L. Alia NUMBER: R-3 AREA: Lawn Area Sodding between Outfield & Sidewalk— Complete DESCRIPTION: Add 30 yards of topsoil to 6" thick, rototil, level & grade soils and install sod in specified area up to the edge of the existing lawn area. We hereby submit a proposal for additional Landscape Installation per the above site: Price: $1,950.00 Notes: • Project includes 6" of imported topsoil's The above prices do not.include the following: • All subgrade, of+/- .10'minus • Landscape planting areas are to remain clean of sub -contractors construction debris • Removal of asphalt and concrete over pours into planters over 6". • Plant availability to be determined upon award of contract. • All fees, permits • Traffic control and flagger • All bid bonds and performance bonds. Washington State Sales Tax • All irrigation system per speciation and plans R.L. Alia Facility Maintenance Contractors Date: Date: Change Order Facility Maintenance Contractors 1018 West James Street Kent, Washington 98032 (253) 854-4000 Phone (253) 854-3350 Fax DATE: June 10, 2003 PROJECT NAME: Liberty Park Renovation Project GENERAL: R.L. Alia NUMBER: R-4 AREA: Sod & Irrigation Repair DESCRIPTION: Prepare damaged area of lawn for re -grade. Re -sod damaged portion of lawn. Remove & replace 1 each damaged irrigation head. Complete system test to ensure proper coverage by newly installed head. We hereby submit a proposal for additional Landscape Installation per the above site: Price: $ 200.00 Notes: • Project includes 6" of imported topsoil's The above prices do not include the following: • All subgrade, of +/- .10'minus • Landscape planting areas are to remain clean of sub -contractors construction debris • Removal of asphalt and concrete over pours into planters over 6". Plant availability to be determined upon award of contract. • All fees, permits • Traffic control and flagger • All bid bonds and performance bonds. • Washington State Sales Tax • All irrigation system per speciation and plans R.L. Alia Facility Maintenance Contractors Date: Date: Change Order Facility Maintenance Contractors 1018 West James Street Kent, Washington 98032 (253) 854-4000 Phone (253) 854-3350 Fax DATE: June 10, 2003 PROJECT NAME: Liberty Park Renovation Project GENERAL: R.L. Alla NUMBER: R-5 AREA: Removal of Over -poured Concrete in Southwest Planting Areas DESCRIPTION: Chip -out, remove & dispose of existing over -poured concrete from planter beds in Southwest Corner of site. Add 2 yards imported topsoils to 6" thick. Finish with bark mulch to both beds. We hereby submit a proposal for additional Landscape Installation per the above site: Price: $ 300.00 Notes: • Project includes 6" of imported topsoil's The above prices do not include the following: • All subgrade, of +/- .10' minus • Landscape planting areas are to remain clean of sub -contractors construction debris • Removal of asphalt and concrete over pours into planters over 6". • Plant availability to be determined upon award of contract. • All fees, permits • Traffic control and flagger • All bid bonds and performance bonds. • Washington State Sales Tax • All irrigation system per speciation and plans R.L. Alia Facility Maintenance Contractors Date: Date: Change Order Facility Maintenance Contractors 1018 West James Street Kent, Washington 98032 (253) 854-4000 Phone (253) 854-3350 Fax DATE: June 10, 2003 PROJECT NAME: Liberty Park Renovation Project GENERAL: R.L. Alia NUMBER: R-6 AREA: Restore Sod Under Temporary Fence Blocks DESCRIPTION: At the request of Bill Rasmussen of the City of Renton, once cement blocks & temporary fence are removed from the site, FMC will restore the sod where the temporary fence blocks had been sitting on the lawn. Price includes sod restoration for no more than 60 blocks. We hereby submit a proposal for additional Landscape Installation per the above site: Price: $ 400.00 Notes: • Project includes 6" of imported topsoil's The above prices do not include the following: • All subgrade, of +/- .10'minus • Landscape planting areas are to remain clean of sub -contractors construction debris • Removal of asphalt and concrete over pours into planters over 6". • Plant availability to be determined upon award of contract. • All fees, permits • Traffic control and flagger • All bid bonds and performance bonds. • Washington State Sales Tax • All irrigation system per speciation and plans R.L. Alia Facility Maintenance Contractors Date: Date: Y City of Renton 6 }= ♦ PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT Utility Systems - Fifth Floor 1055 South Grady Way Renton, WA 98055 TO: Gary Pankiewicz R.L. Alia Co Phone: (206) 722-4900 Fax Phone: (206) 722-2159 Date: 07/10/2003 FROM: J.D. Wilson Water Utility Engineering Phone: (425) 430-7295 Fax Phone: (425) 430-7241 SUBJECT. CT Pipeline — Change Order Number of pages including cover sheet 2 No. 10 REMARKS: ❑ Original to ❑ Urgent ❑ Reply ❑ Please [ For your be mailed ASAP Comment review Gary: Here is Change Order No. 10. If it is OK, please sign and fax back to me. Thanks. J.D. RENTON AHEAD OF THi. CURVE Public Works Department CONTRACT CHANGE ORDER AGREEMENT CONTRACT: CAG-02-082- CT Detention Pipeline and Park Improvemts (W-2893) C.O.# 10 CONTRACTOR: R.L. Alia Company SUMMARY OF PROPOSED CHANGE: Description of Work Unit Cost Total Cost 1. Install Yard Drain and Restore Landscaping Lump Sum $936.44 Install yard drain and drain line, including restoration of landscaping as per R.L. Alia letter dated July 2, 2003. Subtotal $936.44 Sales Tax a 8.8% $82.41 TOTAL $1,018.85 ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATED CHANGE COMPLETION DATE AFTER COMPLETION DATE COMPLETION DATE CHANGE 5/8/2003 (170 working days) 5/8/2003 (209 working days) 0 7/3/2003 209 working days) ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATED NET CHANGE ESTIMATED CONTRACT AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE $979,178.24 $1,103,126.96 $1,018.85 $1,104,145.81 SIGNATURES: Contractor: Project Engineer: Approved By: (Utility Systems Manager) Date: Date: Date: R.L. ALIA COMPANY GENERAL CONTRACTORS PUMPING STATIONS 9215 M. L: KING WAY SOUTH ROAD CONSTRUCTION SEATTLE,WASHINCTON98118 EMAIL ADDRESS: rloliaco@minclspring.com CONCRETE STRUCTURES (206)•722•4900 office UNDERGROUND UTILITIES (206) 722.27 59 fax LARGE DEWATERING EQUIPMENT FAX TRANSMITTAL DATE: COMPANY NAME: ATTENTION: FROM: �•��-y T- 0 -,T-v` 6 F I'l t5w ro NUMBED TO FAX: C�2-5- (��a - 72'6/ J URGENT I I REPLY ASAP I 1 PLEASE WIMNIENT PLEASE REVIEW THE NUMBER OF PAGES BEING SENT TO YOU INCLUDNG THIS COVER PAGE IS L. IE FAILURE OCCURS RECEIVING THESE PAGES, FEEL FREE TO CALL (206) - 722 - 4900. COMMENTS THANK YOU! 6 U CONTRACTOR'S LICENSE NUMBER R L A IAC•1 U 4 P T T9 E9Cd 00 CI1C 7 6 6STZ-ZZL-90Z 6b:9T E09Z/ZB/L9 R. o>. Aha Company GENERAL CONTRACTORS 9215 M. L. KING WAY SOUTH SEATTLE, WASHINGTON 9e'119 (206) 722-4900 FAX (206) 722-2159 July 2, 2003 City of Renton 1055 South Grady Way Renton, WA 98055 Re: CT Detention Pipeline Project Added Work ATTN: J. D. Wilson J.D., UNDERGROUNC] UTILITIES EQUIPMENT RENTAL CONCRETE PAVING rla]iacoLmindsprmg.com Per the attached Alia performed additional work by installing a yard drain at existing drain M-1. As you can see per our attached recap the costs for this added work total S 936.44. Please review and process for payment at your earliest convenience. If you have any questions, please contact Mark Baker in the field to discuss this. Thank you, R. L. Alia Company l Crary J. Pankiewicz, Accountant CONTRACTOR'S LICENSE NUMBER RLALAC" 104PT za 39dd 00 dna 7 d 6sTz-zzc-9ez 6b:9T 9813zizei!O R. L. Alla Company Work for City of Renton 06/27/03 CT Detention Pipeline Project Excavate trench, procure and install yard drain. Break hole in existing drain M-1, grout pipe, tie in to new yard draln, backfill and re -sod. LABOR Superintendent Operator/Mechanic Plpelayer Truck Driver Carpenter Laborer Flagger 20% markup COMPANY EQUIPMENT 1-Ton Tool Truck 2 each 3/4 Ton Pickup 580 Case Compressor & rivet buster 200 Komatsu Solo Dump Truck Pettibone Crane 15% markup SUBCONTRACTORS 5% markup MATERIALS, RENTALS, OTHER McLendons # 3307 McLendons # 3295 Hrs/Units Rate §Ubtotal 6 $52.26 $313.56 $44.17 $0.00 $37.62 $0.00 $41.39 $0.00 $42.33 $0.00 6 $36.62 $219.72 12 1 1 $31.05 $0.00 $533.28 106.66 $11.70 $25.00 $15.40 $80.30 $46.20 $66.80 $12.31 $66.34 15% markup Sub Total + 5% markup for bond, Ins. Et Al Total $140.40 $0.00 $0.00 $0.00 $0.00 $0.00 0. 00 $140.40 U1.06 Total $639.94 $161.46 $0.00 0.00 $0.00 0.00 $0.00 $12.31 $66.34 $0.00 $0.00 $0.00 0.00 $78.65 11.80 90.45 $891.84 44. 9 $936.44 EB 39Cd 03 Vi7v 7 d 69IZ-ZZ!-90Z 6b:9t E33VZB/L0 R. L. ALIA COMPANY `-9215 MLK WAY S. SEATTLE, WA 98118 (206)--723--7101 (206)-722-2159 --------------------- -;.......................................................... FOREMANS NAME: MARK BAKER OWNERS/ CREW ON -SITE PROJECT NAME: DATE: WEATHER CONDITIONS: SUBCONTRACTORS ON SITE TODAY'S TASK: ;^a COMMENTS: COMPANY EQUIPMENT OPERATOR HOURS STANDBY HOURS b0 3JCd 03 GI7C -I d GSTZ-ZZL-90Z 6b:9i E00Z/Z0/L0 "AGE NO ;i 715 LInt1 z WMDs-�� �c cif Account) . ARE INC. ��:� s.WWI . ;; c rOfl, ua' 96a3� Renton PHDNpt c4251 235-3555 w .m iend-3ns m f� _ w w,mc en o co federat Tax-1 D N0 I �IPT FOR R NDS EXCwaje•*: :a gf� �' ,� car,, �Tt ,,,:: o r ? +q4 k ! lr -'.�� '.� w� 4•t, f,4V1c1t US at W49 CUSTOMER NO JOD NO PURCHASE ORDER NO. REFERENCE TERMS CLERK DATE TIME 00640 RE TON P # RENTON NE I1TH TE RI 5 6/ 7/03 47 R L ALIA COMPA14Y_ S DOC# 3307 /2 9215 M L KING WAY S I P ESLM: C 600 149 37E 6/06 + INVOICE SEATTLE WA 98113 T tkkttkr+r*+• (206) -45Q0 0 x 852 TAXABLE 8,8% - RENTON furs: All account; due 10th of month following date of purchase. A Finance Cha,ye at.ine fete of 1 1J2`Y., per month will be arged on all past due accounts, this Is equiValont to the annual rote of 16%, If refo« ea to an artomay for collection. purchaser U P, I G! h A L I N h O I L E reef to pay ruseonsole legal tiger and coals. , 1 EAI 10t�3946Q 11yM APS 400 SPEED Et EXP 16. 99 i 1 - - 1 6. e91/EA — —T 1 EAI 105399 FILM Ar''S 200 SPEED 25 EXP 6149 i i `. 841/EA-9}{-- 1 EA 334. POdL PLASTIC 45° 6.ay i 6.2SI.'EA 6.29 CN 1 EA'i 10799230 TARP POLY BRN/GRN 2TONE 8 X 161 16.69 1 c.02'I/EA 6.iJc CN i ffC111-n5 i I I I I ,COUNT IF PAID BY 10th +* AMOUNT CHARGED TO CTORE ACCOUNT + 24.44 TAXABLE NON-TAXABLE 2h,44 (MARK BAKER ) SUBTOTAL 24,44 q IvED Y :LAIMS AND RETURNED GOODS MUST BE ACCOMPANIED BY THIS 911.1. AND ANY REPANGIES MUST BE REPORTED WITHIN 5 DAYS FACE INVOICE DATE. TAX AMOUNT kT' 2. VITA' AMOUNT 24.44. S0 30k'd 00 17I-iC -I a 6STZ-ZZ4L-90Z 6b:9T EOOZ/Z0/L0 cL1 715 linilAv K-&r- ACcounti 0;0091111' RIM" Renton, N REINC. RENTON, WA .(425) 235-3571 I . ; t . 425) 235--3555 www.mciendons.COM federal-Isix #4 Q' i EIPT F0n1'1 0o 0 0 (HISt —'00 J-,q�Y visit CRM6 CLERK DA71 DATE TIME /0 T No, REFERENCE EPP,! S 4� CUSTomeR NO JOB NO PUROMASE otiofft DO p R.r-NTON NET 11TH 00640 RENTO'--.' 32-35 /2 S 11L KIr.G WAY S C 600 149 Thy INVOICE P SEATTLE T TAX 862 TAXAPLEC 6.8% RENTON 0 72E-a900 9 ai the rate of 1 112% per month wilt be ms! All accounts due, I Olm of rnonih following dale of puronmae. A Financo Char INVOICE the annual rate Of IS,`-. it referred to at, atlomey for L0116I:110n, purchaser Irged on all past due account;, Inla Is eqvi�alent to r9P5 10 pay r6a6Ona bl 9 legal fee:; and C05%. 9c r Mr 14 r 2.691/EA EA :102H320 !UNIVERSAL BASIN PLUG MDE "206 1,7S1/-EA 1.79 B 2" ABS BUSHISG 4,17 �EA10f96430 !UNIVERSAL BASIH OUTLET ADS 0 12 A3 2- !a E-69 C� EA IC-28633S CN :PDXY QUICK SEE MA!3TER 3.71 —,lf11/EA 194490 19.73 CN ICONCRETP p.lppjR 900 jE7,--T 21.99 1 1 1EA G10'c'qE-'--0 JO..791/EA 0.79 Ck I 7'A 10286360 PSIN RIS'LP iEX12z6 H03 �IEIE 11.9' 41/EA 01212 C k I-ORIJARE GRATE 111%12 GRP. �H 2;9 1/ 11 R EA 1021;6400 6.29 Ckl pp� L,00550 GLOVE LATEX DISP 1000T LARGE Asco "'I"WpIrY loth NON-TAXABLE r 4?4ECEIVED BY TAX AMOUNT (.0c, -L CLAIMIS AND RP7URNED GOODS MUST EE ACCOMPANIED BY THIS BILL AND ANY :SCS &�7 BE REPORTED Wj-rHIN 6 DAYS FROM INVOICE DATE. 7",TqL AMOUNT 90 39Vd 00 CI-1v -I � GSTZ—ZZ1.-9@Z Gv:91 Eooz/z@/!a Liberty Park Section 02810 Irrigation Page 1 PART] -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes valves, piping, sprinklers, specialties, accessories, controls, and wiring for lawn and shrubbery irrigation systems. 1.3 DEFINITIONS A. Pipe sizes used in this Section are nominal pipe size (NPS) in inches. Tube sizes are Standard size in inches. Equivalent SI (metric) sizes are indicated in millimeters (mm) in parentheses. B. Supply Piping: Piping from water source to connection to irrigation system pressure piping. Piping is under same pressure as water supply. Piping in this category is not included in this Section. C. Pressure Piping: Piping downstream from supply piping to and including control valves. Piping is under irrigation system pressure. Piping in this category includes pressure regulators, water meters, and backflow preventers, when used. D. Circuit Piping: Piping downstream from control valves to irrigation system sprinklers, emitters, devices, and drain valves. Piping is under pressure (less than pressure piping) during flow. E. Control Valve: Manual or automatic (electrically operated) valve for control water flow to irrigation system zone. F. Drain Piping: Downstream from circuit piping drain valves. Piping is not under pressure. G. Drain Valve: Manual or automatic (pressure operated) drain valve for draining of irrigation system circuit piping. 1.4 SYSTEM PERFORMANCE REQUIREMENTS A. Minimum Water Coverage: Not less than: 1. Turf Areas: 100 percent. 2. Other Planting Areas: 100 percent. B. Components and Installation: Capable of producing piping systems with the following minimum working pressure ratings except where indicated otherwise. 1. Pressure Piping: 200 psig (1380 04). 2. Circuit and Drain Piping: 200 psig (1380 kPa). 1.5 SUBMITTALS A. General: Submit the following according to the Conditions of the Contract and Division 1 Specification Sections. B. Product data including pressure rating, rated capacity, settings, and electrical data of selected models for the following: 1. Valves, including general -duty, underground, manual and automatic control, and quick coupler types, and valve boxes. Liberty Park Section 02810 Irrigation Page 2 2. Sprinkler assemblies including bodies, nozzles, check valves, emitters, drip tubes and devices. 3. Triple swing joint riser assemblies 4. Controls, including controller wiring diagrams. 5. Wiring. 6. Area pressure piping drains. C. Wiring diagrams for electrical controllers, valves, and devices. D. Maintenance data for inclusion in "Operating and Maintenance Manual" specified in Division 1 Section "Contract Closeout" for the following: 1. Automatic control valves. 2. Sprinkler Assemblies. 3. Controllers. E. Record Documents: Prepare and provide per Section 01720. Project Record Documents. 1. Update record drawings daily. 2. Make record drawings available in Irrigation Contractors job site office for access at all times. 1.6 QUALITY ASSURANCE A. Comply with requirements of utility supplying water for prevention of backflow and back- siphonage. B. Comply with requirements of authority with jurisdiction for irrigation systems. C. Installer Qualifications: Engage an experienced Installer who has completed irrigation systems sirnilar in material, design, and extent to that indicated for Project that have resulted in construction with a record of successful in-service performance. D. Listing/Approval Stamp, Label, or Other Marking: On equipment, specialties, and accessories made to specified. standards. E. Listing and Labeling: Equipment, specialties, and accessories that are listed and labeled. 1. The Terms "Listed" and "Labeled": As defined in "National Electrical Code," Article 100. 2. Listing and Labeling Agency Qualifications: A "Nationally Recognized Testing Laboratory" (NRTL) as defined in OSHA Regulation 1910.7. F. Product Options: Irrigation system piping; specialties, and accessories are based on specific types, manufacturers, and models indicated. Components with equal performance characteristics produced by other manufacturers may be considered, provided deviations in dimensions, operation, and other characteristics do not change design concept or intended performance as judged by the Architect. The burden of proof of product equality is on the Contractor. Refer to Division 1 Section "Product Substitutions." 1.7 PROJECT CONDITIONS A. Perform site investigation, research public utility records, and verify existing utility locations. Verify that irrigation system piping may be installed in compliance with original design and referenced standards. Liberty Park Section 02810 Irrigation Page 3 1.8 SEQUENCING AND SCHEDULING A. Coordinate irrigation systems work with Owner as required to eliminate conflicts with Park visitor and/or employee activities. 1.9 EXTRA MATERIALS A. Deliver extra materials to Owner. Furnish extra materials matching products installed as described below. Package them with protective covering for storage and label clearly describing contents. 1. Quick Coupling Valves: Furnish quantity of units equal to 10 percent of amount of each size installed. 2. Sprinkler Assemblies: Furnish quantity of units, including bodies and nozzles, equal to 10 percent of amount of each type installed. 3. Triple Swing Joint Riser Assemblies: Furnish quantity of assemblies equal to 10 percent. 4. Emitters, Drip Tube, and Devices: Furnish quantity of units equal to 10 percent of amount of each type installed. 5. Valve Access Keys: Furnish (1) tee handle key for curb stop at water meter, (1) key handle to operate ball isolation valves and (1) key to operate remote control valve adjustment. 6. Quick -Coupler Operating Keys: Furnish (2) Quick coupler key assemblies fitted with hose swivel and gate valve, and (1) Quick coupler key to bee utilized for "Winterization Blowout." PART 2-PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: l . Gate Valves for Underground Installation: a. American Darling Valve Div., American Cast Iron Pipe Co. b. Clow Valve Co. Div., McWane, Inc. c. Kennedy Valve Div., McWane, Inc. d. Stockham Valves & Fittings, Inc. e. Waterous Co. 2. Corporation Stops for Underground Installation: a. Ford Meter Box Co., Inc. b. Hays Div., Romac Industries. c. A.Y. McDonald Mfg. Co. d. Mueller Co., e. Grinnell Corp. 3. PVC Ball Valves for Pit Installation: a. Spears Sch. 80 4. Automatic Control Valves: a. Buckner, Inc. b. Imperial Underground Sprinkler Co. c. L.R. Nelson Corp. Liberty Park Section 02810 Irrigation Page 4 d. Rain Bird Sprinkler Mfg. Corp. e. Toro Co. f. Weathennatic Sprinkler Div., Telsco Industries. 5. Valve Boxes: a. Fogtite Meter Seal, Inc. b. Pipe, Inc. c. Utility Vault Company, Division of Oldcastle Precast d. Ametek by Plymouth Products Div., AMETEK. e. Brooks Products, Inc., Polyplastics Div. f. Carson Industries, Inc. 6. Quick Coupler Valves and Keys a. Buckner, Inc. b. L.R. Nelson Corp. c. Rain Bird Sprinkler Mfg. Corp. d. Toro Co. e. Weathermatic Sprinkler Div., Telsco Industries. 7. Sprinkler Assemblies a. Buckner, Inc. b. Hunter Industries. c. L.R. Nelson Corp. d. Rain Bird Sprinkler Mfg. Corp. e. Toro Co. f. Weathennatic Sprinkler Div., Telsco Industries. 8. Controllers: a. Rain Bird b. Toro c. Sentinel by The Toro Company. d. Weathennatic Sprinkler Div., Telsco Industries. 9. Remote Irrigation Control Equipment: a. TRC Systems b. Rainbird 10. Manual Control Valves or Manual Drain Stop &Waste Valves: a. Mueller Co. b. Ford Meter Co. 2.2 PIPES AND TUBES A. Refer to Part 3 Article 'Piping Applications" for identification of systems where pipe and tube materials specified below are used. B. Copper Tube: ASTM B 88 (ASTM B 88M), Types L and M (Metric designations: Types B and C), water tube, annealed and drawn tempers, with plain ends. Liberty Park Section 02810 Irrigation Page 5 C. Polyvinyl Chloride (PVC) Plastic Pipe: ASTM D 1785, PVC 1120, Schedule 40, 160 psi- (1100 kPa) minimum pressure rating for 8-inch (200 nun) and smaller sizes, with plain ends. D. Polyvinyl Chloride (PVC) Plastic Pipe: ASTM D 1785, PVC 1120, Schedule 80, 250 psig (1725 kPa) minimum pressure rating for 8-inch (200 mm) and smaller sizes, with plain and threaded ends. E. Polyvinyl Chloride (PVC) Plastic Pipe: ASTM D 2241; PVC 1120, SDR 17, 250 psig (1725 kPa) minimum pressure rating, with plain ends. F. Polyvinyl Chloride (PVC) Plastic Pipe: ASTM D 2241; PVC 1120, SDR 21, 200 psig (1380 kPa) minimum pressure rating, with plain ends. G. Polyvinyl Chloride (PVC) Plastic Pipe: ASTM D 2241; PVC 1120, SDR 26, 160 psig (1100 kPa) minimum pressure rating, with plain ends. 2.3 PIPE AND TUBE FITTINGS A. Refer to Part 3 Article "Piping Applications" for identification of systems where pipe and tube fitting materials specified below are used. B. Polyvinyl Chloride (PVC) Plastic Pipe Fittings: ASTM 2467, Schedule 80, threaded. C. Polyvinyl Chloride (PVC) Plastic Pipe Fittings: ASTM 2467, Schedule 80, socket type. D. Polyvinyl Chloride (PVC) Plastic Pipe Fittings: ASTM D 2466, Schedule 40, socket -type. 2.4 JOINING MATERIALS A. Solvent Cement: ASTM F 656 primer and ASTM D 2564 solvent cement in color other than orange. C. Gaskets for Plastic Flanged Joints: Materials recommended by plastic pipe and fittings manufacturer. 2.5 CONTROL VALVES A. Description: Manufacturer's standard control valves for circuits, of type and size indicated, and as follows: 1. Provide Plastic bodies, unless otherwise indicated. 2. Isolation Valves: All PVC isolation valves shall be of heavy bodied PVC construction having buttress threaded external adjustment nut. Teflon balled seats, Buna-N, EDPM or Viton 0-ring options, high impact polypropylene handles with safety mechanism to prevent leakage in event of handle failure, Safe-T Shear Stem, full Schedule 80 Bore, 250 PSI pressure rating up to 2" size, 150 PSI pressure rating for 3 and 4" sizes, NSF listed for potable water usage, available in solvent weld or threaded connection, fully repairable non -blocked valve. Spears 2400 series PVC Single Entry Ball Valve sized as indicated. No substitutions allowed without written permission of Landscape Architect. 3. Manual Control Valves: Stop & Waste type, resilient seated ball valves, fitted for key operation, '/4" unless indicated otherwise. Install with gravel sump or connection to drainline as indicated in Details on Construction Documents. 4. Automatic Control Valves: Glass filled, nylon reinforced Diaphragm type, normally closed, with manual flow adjustment, and operated by 24 volt AC solenoid. a. Maximum cold water working pressure 150 psi. b. Dual ported diaphragm to allow equal pressure on both sides of diaphragm wall regardless of line pressure. c. Diaphragm constructed of nylon reinforced rubber. Liberty Park Section 02810 Irrigation Page 6 d. Non -corrosive exhaust orifice with an opening larger than the diaphragm ports so that any pieces of sand or silt passing through the diaphragm will not be trapped beneath the solenoid actuator. e. One-piece solenoid design with captured plunger and spring for easy servicing. f. Valve body and cover shall be glass -filled plastic. Cover retention mechanism shall be'/4" stainless steel studs. g. Manual internal and external bleed mechanism. 5. Quick -Coupling Valves: Factory -fabricated, 2-piece assembly. Include coupler water - seal valve; removable upper body with spring -loaded or weighted, rubber -covered cap. Install on triple swing joint assembly with Anti -rotation device as indicated in Details on Construction Documents. Provide quick coupling key with 1" resilient seated ball valve and I" hose swivel with ASME B1.20.7 3/4 11.5NH threads for garden hose on outlet and required threaded brass nipples. a. Locking Top Option: Include vandal -resistant, locking feature with 2 matching keys. 6. Winterization Blowout Connection Quick Coupling Valve: Factory fabricated, 2-piece assembly. Include coupler water seal valve, removable upper body with spring loaded or weighted, rubber cap. Install on triple swing joint assembly with Anti -rotation device as indicated in Details on Construction Documents. Provide quick coupling key of equal size. a. Locking Top Option: Include vandal -resistant, locking feature with 2 matching keys. . B. Control Valve Boxes: Polyethylene (PE), acrylonitrile-butadiene-styrene (ABS), fiberglass, polymer concrete, or precast concrete box and cover. Size as required for application. 1. Wrap mirafi fabric around all openings in control valve boxes prior to backfilling to prevent dirt from entering valve box around pipes, etc. 2. Drainage Backfill: Cleaned gravel or crushed stone, graded from 7/8 inch (16 mm) maximum to 1/4 inch (6 mm) minimum. C. Service Boxes for Key -Operated Control Valves I. Boxes located within paved areas: Cast-iron box with telescoping top section of length required for depth of bury of valve. Include cover with lettering "WATER," and bottom section with base of size to fit over curb stop and barrel approximately 3 inches (75 mm) in diameter. 3. Boxes located within lawn or planting areas: 6 inch i.d. PVC sleeve cut to length required for depth of bury of valve. Cover top of sleeve with 10" round valve box set flush with finish grade. 4. Boxes located within lawn or planting areas installed for access to Spears Isolation valves: PVC sleeve sized as required (12 inch i.d. for 3" valves) to accommodate valve handle and barrel, cut to length required for depth of bury of valve. Cover top of sleeve with 10" round valve box or standard rectangular valve box set flush with fmish grade. 3. Include Valve Key, 36 inches (915 mm) long with tee handle and key end to fit valve. 2.6 SPRINKLERS A. Description: Manufacturer's standard sprinklers designed to provide uniform coverage over entire area of spray shown on Drawings at available water pressure, as follows: 1. Large Turf Rotor Bodies: a. High impact Plastic except where other material is specified. b. Stainless steel riser option for high -vandalism prone turf areas. c. Easy arc adjustment of 40-360 degrees through top of sprinkler for part circle models. d. Water lubricated gear drive mechanism. Liberty Park Section 02810 Irrigation Page 7 e. Heavy Duty Stainless steel retraction springs. f. Stainless steel trip gears. g. Standard black rubber cover or optional purple rubber cover for non -potable applications. h. Optional check valve eliminates puddling due to low -head drainage. i. Pressure activated wiper seal. j. Female flow tube threads. k. Nozzles interchangeable fi-om front without special tools. 1. Radius adjustment of up to 25% without changing nozzle. in. Nozzle ontains three ports for optimum short, mid and long-range coverage. n. Minimum operating pressure 30 psi. o. Multiple color -coded nozzle sizes available for design flexibility. 2. Small Turf Rotor bodies: a. Closed case gear drive rotor offering versatility and performance in the 16 to 50 range. b. Easy push -down arc adjustment requires no special tools. c. Water lubricated gear drive design for durable, reliable rotation. d. Radius reduction screw allows up to 25% reduction without changing nozzles. e. Full and Part Circle models. f. Pressure activated multi -function wiper seal protects internals from debris. g. Vandal collar prevents accidental arc changes. h. Self adjusting stator. i. Heavy duty stainless steel retraction spring assures positive pop -down. j. Available in 4, 6, and 12 inch pop-up heights plus shrub model. k. Minimum operating pressure of 25 PSI. 2.7 AUTOMATIC CONTROL SYSTEM A. Description: Low -voltage Centrally operated satellite controller system, made for control of irrigation system automatic control valves. Controller operates on 120 volts a.c. building power system, provides 24 volts a.c. power to control valves, and includes stations for at least the number of control valves indicated. B. Interior Control Enclosures: Drip -proof enclosure with locking cover and 2 matching keys. Enclosure construction complies with NFPA 70 and NEMA 250, Type 12. 1. Material: Enameled -steel, sheet metal. 2. Material: Stainless -steel, sheet metal. 3. Mounting: Free -standing -type for concrete -pad mounting. 4. Mounting: Surface -type for wall mounting. C. Transfonner: Internal -type, and suitable for converting 120 volts a.c. building power to 24 volts a.c. power. Input 120V a.c. 60 HZ, 1.0 amps @ 120 volt AC. Output 24V a.c. 60 HZ, .50 amps (24 VA) per station, 1.0 amps (24VA) total. UL listed, CSA and CUL certified. Refer to Manufacturer's literature for most up to date electrical data. Liberty Park Section 02810 Irrigation Page 8 D. Sentinel Central and Satellite Controllers l . Central unit manages up to 999 satellite controllers per database, up to 27952. stations. 2. Satellite unit manages up to 48 stations per satellite per database. 3. Up to 16 irrigation programs 4. Provides 2-way communication for monitoring and feedback of satellite conditions. 5. Extensive Alarm capabilities 6. Protects against user errors 7. Alerts user to system communication errors 8. Hand held radio capability 9. Troubleshooting kit available F. Wiring: UL 493, solid copper conductor, insulated cable, suitable for direct burial. 1. Feeder Circuit Cables: Type UF, No. 14 AWG minimum, between building and controllers. Verify that wire sizing is adequate for application. 2. Low -Voltage, Branch Circuit Cables: Type UF, No. 14 AWG minimum, between controllers and automatic control valves. Jacket color is other than feeder -circuit -cable jacket color. Furnish cables with jackets of different colors for multiple cable installation in same trench. Verify that wire sizing is adequate for application. 3. Splicing Materials: a. Splices above grade: screw type connectors. b. Splices below grade direct burial wire: 3-M DBY or DBR. 2.8 REMOTE IRRIGATION CONTROL EQUIPMENT A. Permanent Controller Connector 1. 24 station capacity, weather resistant, pennanently mounted on building exterior wall, jacketed multi -conductor cable with spade lug terminals, and "D" sub -miniature connector with gold plated contacts . Housing of engineering thermoplastic incorporating a socket head cap screw as a locking mechanism. Provide cable length or hard wire as required to connect irrigation controller to exterior wall connector. 2.9 PIPE BEDDING A. Sand Pipe Bedding: Utilize screened concrete sand free of particles larger than '/4" O.D. 4.10 THRUST BLOCKS All thrust blocks shall 2500 PSI concrete. 2. Install as indicated on plan and where any field modifications result in the need for such support. 3_ All pipes shall be protected from contact with concrete thrust blocks by minimum 6-mil PVC plastic or other approved barrier unless otherwise uidicated. 2.11 TURF RESTORATION Turf shall be restored as indicated in the contract documents. 2. Sod: Sod shall be purchased from a grower with sandy fields. All sod shall be stacked flat and be delivered on pallets. No rolls will be accepted. Country Green Turf Farms or Liberty Park Section 02810 Irrigation Page 9 equal. Substitutions must be approved by Landscape Architect and owner prior to delivery. Hydroseed: Premium quality, not pre -germinated hydroseed containing wood fibre mulch as supplied by Country Green Turf Farms, The Briar Group or equal. Substitutions must be approved by Landscape Architect and owner prior to delivery. PART 3 - EXECUTION 3.1 EXAMINATION A. Investigate and verify available water supply, water pressure and flow characteristics. Advise Architect of any potential problems prior to commencement of work. 3.2 PREPARATION A. Set stakes to identify proposed sprinkler locations. Obtain Landscape Architect's approval before excavation. 3.3 EARTHWORK A. Trenching: All mainline pipe shall be installed in trenches sufficiently wide to permit tamping tools for backfilling alongside both sides of the pipe. The pipe shall be shall be laid on stable soil with the trench bottom evenly graded. Ledge rock, boulders and large stones shall be removed to provide no contact with the pipe. Excavations remaining from the removal of large rocks shall be refilled and compacted with select material. B. Backfilling: Mainline and lateral pipe shall have a minimum / maximum cover as specified in Section (02810-3.8 Piping Installation) of clean backfill. If 115 volt wire and pipe are in same trench wire shall be at code depth below the pipe.. Backfill material shall be free from any roots, wood or any type of vegetative or organic material. WHERE INSUFFICIENT FINE MATERAL IS AVAILABLE FOR BACKFILLING OVER AND UNDER PIPING FOR A MINIMUM OF 4", THE PIPES SHALL BE SAND -BEDDED WITH SAND NO LESS THAN 4" OVER, UNDER AND ON SIDES OF PIPE. SAND WILL BE PROVIDED BY IRRIGATION CONTRACTOR AS INCIDENTAL TO THIS PORTION OF THE CONTRACT. Backfilling of mainlines shall be accomplished in 6" lifts, compacting each lift to no more than eighty-five percent (85%) density at optimum moisture content. Backfill with 4" over pipe, compacting alongside and under the pipe with appropriate compactors. Additional lifts shall be 6" maximum and compacted before adding the next loose lift. Backfill procedures shall unsure that the trench shall show no future settlement. Contractor shall obtain the approval from the Landscape Architect for the first mainline compacting effort. NOTE: All areas to receive lawn or planting shall be compacted to a density equal to that of surrounding undisturbed areas to ensure consistent plant growth following construction. Under no circumstances shall compaction in lawn or planting areas exceed 85% density at optimum moisture content. 3.4 SLEEVING A. Install piping in sleeves where crossing sidewalks, roadways, parking lots, and railroads. 1. Install piping sleeves by boring or jacking under existing paving, where possible. 3.5 PIPING APPLICATIONS A. Use pipe, tube, fittings, and joining methods according to the following applications. B. Pressure Piping Underground: Use the following: 1. All Sizes: Schedule 40 PVC plastic, socket -type pipe fittings; and solvent -cemented joints. Liberty Park Section 02810 Irrigation Page 10 C. Circuit Piping: Use the following: I . All Sizes: Class 200 , PVC plastic, socket -type fittings; and solvent -cemented joints. D. Branches and Offsets at Sprinklers and Devices: All Sizes: Schedule 40 PVC plastic, socket -type pipe fittings; and solvent -cemented joints. E. Drain Piping: ASTM D 2241, SDR 21 or 26, polyvinyl chloride (PVC) plastic pipe; ASTM D 2466, Schedule 40, PVC plastic, socket -type fittings; and solvent -cemented joints. F. Sleeves: All sizes: High density corrugated polyethylene smooth interior pipe. 4 through 10- inch diameters shall meet strength requirements of AASHTO M252. Material shall conform to ASTM D1248 Type III, Category 4, Grade P33, Class C. Pipe joint and fittings shall conform to AASHTO M252 or AASHTO M294. (Rancor HI-Q or equal). Sleeves shall be a minimum of twice the diameter of the pipe to be placed within the sleeve. In areas where length of sleeve exceeds 20' use Schedule 40, PVC plastic pipe with ASTM D 2466, Schedule 40, PVC plastic, socket type fittings, and solvent -cemented joints. 3.6 JOINT CONSTRUCTION A. Threaded Joints: Thread pipes with tapered pipe threads according to ASME B1.20.1, apply tape or joint compound, and apply wrench to valve ends into which pipes are being threaded. B. Polyvinyl Chloride (PVC) Piping Solvent -Cemented Joints: Construct joints according to ASTM D 2672 and ASTM D 2855. 1. Handling of Solvent Cements, Primers, and Cleaners: Comply with procedures in ASTM F 402 for safe handling when joining plastic pipe and fittings with solvent cements. C. Dissimilar Materials Piping Joints: Construct joints using adapters that are compatible with both piping materials, outside diameters, and system working pressure. Refer to "Piping Systems - Common Requirements" Article for joining dissimilar metal piping. 3.7 PIPING SYSTEMS - COMMON REQUIREMENTS A. General Locations and Arrangements: Drawings indicate general location and arrangement of piping systems. Indicated locations and arrangements were used to size pipe and calculate friction loss, and in other design considerations. Install piping as. indicated, except where deviations to layout are approved on coordination drawings. Do not install any valves, backflow preventers or Pressure Piping outside of property lines. B. Install pressure piping at a uniform slope of 6 inches per 100 feet (1:200) minimum, down to drain points. Drain valves are required on pressure piping at all low points on the system. Indicate locations by dimension from fixed objects on Record Documents. Install circuit piping to specified cover depths paralleling finish grade profile. System will be winterized by displacing water with compressed air. Drain valves are not required on circuit piping unless specifically noted on drawings. C. Install components having pressure rating equal to or greater than system operating pressure. D. Install piping free of sags and bends. E. Locate groups of pipes parallel to each other, spaced to permit valve servicing. F. Install fittings for changes in direction and branch connections. G. Piping Connections: Except as otherwise indicated make piping connections as specified below. 1. Install unions, in piping 2 inches (50 min) and smaller, adjacent to each valve and at final connection to each piece of equipment having 2-inch (50 mm) or smaller threaded pipe connection. Liberty Park Section 02810 Irrigation Page 1 1 2. Install flanges, in piping 2-1/2 inches (65 min) and larger, adjacent to flanged valves and at final connection to each piece of equipment having flanged pipe connection. 3. Install dielectric fittings to connect piping of dissimilar metals. 3.8 PIPING INSTALLATION A. Install underground polyvinyl chloride (PVC) plastic pipe according to ASTM D 2774_ B. Lay piping on solid sub -base, free of rocks larger than 2 inches in diameter and/or any sharp edged objects, uniformly sloped without humps or depressions. 1. Install polyvinyl chloride (PVC) plastic pipe in dry weather when temperature is above 40 deg. F (4 deg. Q. Allow joints to cure at least 24 hours at temperature above 40 deg. F (4 deg. C) before testing, unless otherwise recommended by manufacturer. C. Drain Pockets: Excavate to sizes indicated. Backfill with cleaned gravel or crushed stone, graded from 7/8 inch (16 mm) to 1/4 inch (6 mm) minimum, drain material to 12 inches (300 mm) below grade. Cover drain material with sheet of Miraifi 140N filter fabric or equal and backfill remainder with excavated material. D. Minimum Cover: Provide following minimum cover over top of buried piping: 1. Pressure Piping: Minimum depth of 24 inches (600 mm),up to a maximum 30" (750 mm) below finished grade, or not less than 18 inches (460 mm) below average local frost depth. 2. Circuit Piping: 12 inches (300 mm) minimum, 16" (400 mm) maximum. 3. Drain Piping: 12 inches (300 mm)minimum. 4. Sleeves: 24 inches (600 mm)minimum, 30-" (750 mm) maximum. E. Tunneling: Install pipe under streets or other obstructions that cannot be disturbed, by tunneling, boring, or jacking. F. Install piping under sidewalks and paving in sleeves. G. All pressure and circuit piping lines shall be installed in straight lines as indicated in contract documents. Crooked trenches or shortcuts will not be accepted without prior written approval of Landscape Architect. 3.9 VALVE APPLICATIONS A. Drawings indicate valve types to be used. Where specific valve types are not indicated, following requirements apply: 1. Buried Valves 2 Inches (50 mm) and Smaller: Bronze -body, curb stop, with tee head, service box and shutoff rod. 3.10 VALVE INSTALLATION A. Valves: Install underground valves in valve boxes. B. Curb Stops: Install underground curb stops in service boxes. C. Control Valves: Install in valve boxes, arranged for easy adjustment and removal. Install union on downstream side of valve. Set boxes square to each other and in relation to other elements such as curbs, walks and buildings. Liberty Park Section 02810 Irrigation Page 12 3.11 SPRINKLER INSTALLATION A. Sprinklers: Flush circuit piping with full head of water and install sprinklers after hydrostatic test is completed. Head spacing shall not exceed that recommended by manufacturer with as uniform a water coverage as possible. Avoid over -spray onto building and hard surface pavements. I . Install lawn sprinklers at manufacturer's recommended heights. 2. Install shrubbery sprinklers at heights indicated. 3. Locate part -circle sprinklers to maintain a minimum distance of 4 inches (100 mm) fi-om walls and 2 inches (50 mm) from other boundaries, unless otherwise indicated. 3.12 AUTOMATIC CONTROL SYSTEM INSTALLATION A. Install controllers according to manufacturer's written instructions and as indicated. B. Install free-standing controllers on concrete pads. Where dimensions are not indicated, furnish bases not less than 36 inches (915 mm) by 24 inches (610 mm) by 4 inches (100 mm) thick, and not less than 6 inches (150 mm) greater in each direction than overall dimensions of controller. C. Install control wiring in same trench with piping unless otherwise noted. I. Direct burial splicing of 24-volt a.c. wires not allowed. Contain all 24-volt a.c. wire splices including a 24" expansion curl on each leg within a valve box. Note location by dimension of all boxes on the Record Documents. 3.13 CONNECTIONS A. Connect piping to sprinklers, devices, valves, control valves, specialties, and accessories. B. Connect water supplies to irrigation systems. Include backflow preventer. C. Electrical Connections: Connect to power source, controllers, and automatic control valves. D. Minimum requirements for electrical installations are specified in Division 16. E. Ground systems according to Division 16 Section "Grounding." 3.14 FIELD QUALITY CONTROL A. Required inspections/approvals by Landscape Architect: 1. Staked head locations with 1 x 2 x 12 inch wood stakes or new/straight wire stakes with colored flags attached; and lime lines or painted lines indicating piping layout on ground prior to trenching. 2. Pressure piping line visual inspection and pressure testing prior to back -filling; all 24 volt a.c. control wires to be installed prior to this visit. a. Cap and subject the piping to a static pressure of 50. psig (345 kPa) above the operating pressure without exceeding the pressure rating of the piping system materials. Isolate test source and allow to stand for 4 hours. Leaks and loss in test pressure constitute defects that must be repaired. Testing: perform hydrostatic test of piping and valves before backfilling trenches. Piping may be tested in sections to expedite work. b. Repair leaks and defects with new materials and retest system or portion thereof until satisfactory results are obtained. 3. Circuit piping visual inspection and pressure testing prior to back -filling pipes. a. Cap and subject the piping to a static pressure of the existing water service line. Drip leaks in swing joints risers allowed. Leaks in piping or glued joints shall be repaired. Liberty Park Section 02810 Irrigation Page 13 b. Repair leaks and defects with new materials and retest system or portion thereof until satisfactory results are obtained. 4. Operational Test: Perform Operational testing after hydrostatic testing is complete, backfill is in place, and sprinklers are adjusted to final position. a. Water coverage of all Lawn and Planting areas: if any lawn or planting areas appear to have exceptional wet or dry coverage areas as determined by the Landscape Architect (L.A.), the L.A. shall perform a Water Audit executed in accordance with the Irrigation Association (I.A.) "Certified Landscape Irrigation Auditor" procedures to determine the Distribution Uniformity (DU) of the irrigation zone(s) in question. If, based on the Water Audit, the DU factor is determined to be less than 70 percent the Contractor shall perform installation corrections as deemed necessary by the Landscape Architect to improve the DU coverage performance to 70 percent or above. Contractor shall adjust and L.A. shall re -audit the irrigation system as required until specified performance is achieved. Note: The Landscape Architect will perform a total of (4) Contractor -requested on -site visit/irrigation system inspections without additional charge. Landscape Architect will bill Contractor at a rate of $65.00 per hour for additional irrigation inspections resulting from Contractor incomplete or incorrect work. b. Check operation of Automatic Controller and Valves. 3.15 CLEANING AND ADJUSTING A. Flush dirt and debris from piping before installing sprinklers and other devices. B. Adjust automatic control valves to provide flow rate of rated operating pressure required for each sprinkler circuit. C. Carefully adjust lawn spruiklers so they will be flush with, or not more than 1/2 inch (13 mm) above, finish grade after completion of landscape work. D. Adjust settings of controllers and automatic control valves. 3.16 COMMISSIONING A. Starting Procedures: Follow manufacturer's written procedures. If no procedures are prescribed by manufacturers, proceed as follows: 1. Verify that specialty valves and their accessories have been installed correctly and operate correctly. 2. Verify that specified tests of piping are complete. 3. Check that sprinklers and devices are correct type. 4. Check that damaged sprinklers and devices have been replaced with new materials. 5. Check that potable water supplies have correct type backflow preventers. 6. Energize circuits to electrical equipment and devices. 7. Adjust operating controls. B. Operational Testing: Perform operational testing after hydrostatic testing is completed, backf►II is in place, and sprinklers are adjusted to fmal position. 3.17 DEMONSTRATION A. Demonstrate to Architect that system meets coverage requirements and that automatic controls function properly. Liberty Park Section 02810 Irrigation Page 14 B. Demonstrate to Owner's maintenance personnel operation of equipment, sprinklers, specialties, and accessories. Review operating and maintenance information. C. Provide 7 days written notice in advance of demonstration. 3.18 TURF RESTORATION A. All turf areas disturbed by trenching, machine damage, staging facilities, etc. resulting from this project shall be restored to original condition. B. Provide straight, cleanly cut edges of existing grass that will remain to facilitate smooth transition of restoration work. C. Subgrade all areas to be restored to a depth of 6" below finish grade. D. Backfill top 6" with existing topsoil excavated during this project. Removal all rocks greater than 3/4" diameter, sticks, roots and debris. If the contractor believes the quality of existing soil is not acceptable for in restoring lawn areas in accordance with paragraph F below, he or she shall bring it to the attention of the Landscape Architect and Owner prior to.commencement of turf restoration. E. Install Hydroseed or Sod as specified in contract documents. F. All restored turf areas shall be waranteed by the Contractor for a minimum of six months or until new plantings demonstrate adequate density and vigor and are accepted by Landscape Architect and Owner. During such time Contractor shall be responsible for all re -seeding, re - sodding, fertilization, chemical application, etc. necessary to establish healthy turf. END OF SECTION 02810