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Signed Contracts_Fire Station Expansion, 925 Central Parking Ramp Change Order #1 FS, #1 PSMasterpiece on the Mississippi December 8, 2010 Dubuque ken AII•AmefcaCity 11111f 2007 Parking Division 830 Bluff Street Dubuque, IA 52001 563 - 589.4267 www.cityofdubuque.org/parking To: Michael C. Van Milligen, City Manager From: Tim Horsfield, Parking System Supervi Subject: Fire Station Expansion /975 Central Parking Ramp Change Orders Under the cover of this memo, you will find three copies of Change Order # 1 — FS and also Change Order # 1 — PS for your approval and signature. I have attached a summary sheet that describes each of the changes that are included in the total change orders. I have highlighted the line items that are included in this change order. As you can see, we have one change order for each project as we are required to keep them separate per the agreement with the Economic Development Administration. will also be sending Change Order # 1 — PS on to the EDA for their approval and subsequent inclusion in the project. If you have any questions, please contact me at your convenience. City of Dubuque - 10th & Central Parking Deck and Fire Station Headquarters Expansion - Change Order Summary Sheet - 12/08/2010 ITEM NUMBER JPC RQ NUMBER JPC RQ DESCRIPTION DESCRIPTION OF WORK REQUIRED WORK FOR FIRE HEADQUARTERS OR PARKING DECK DATE ISSUED BY JPC PROPOSED CO DOLLAR AMOUNT ACCEPTED CO DOLLAR AMOUNT CHANGE ORDER NUMBER 1 RQ #001 RQ #001 - RFI #03 Response Revised Added Tension Pile Bars & Couplers @10.6 Line Fire Headquarters 10/11/10 $2,872.00 $2,872.00 001 -FS 2 RQ #002 RQ #002 - RFI #12 Response Delete Rough -In for Security /Reader @ 10 Line Fire Headquarters 09/03/10 - $307.00 - $307.00 001 -FS 3 RQ #003 RQ #003 - PR #01 Changes Delete Gen -set Exhaust Stack Ext. from JPC Fire Headquarters 09/03/10 $0.00 $0.00 001 -FS 4 RQ #004 RQ #004 - PR #02 Changes Revised Added Booth Conduit & Pull Boxes per Equip. Cont. Parking Deck 10/28/10 $3,829.00 $3,829.00 ' =PS . 5 RQ #005 RQ #005 - RFI #23 Response Added Steel Reinf. @ Stub Cols. B.3 -1 & A.6 -9 Parking Deck 10/11/10 $3,311.00 $3,311.00 ' ;OU 1 -1 , 6 RQ #006 RQ #006 - PR #03 Changes Various Clarifications to Sheets M500, E102 & E500 Parking Deck 10/20/10 $0.00 $0.00 ,Oaf-Ps 7 RQ #007 RQ #007 - RFI #24 Response Added ID Signs in Rooms 110, 504, 505, 703 & 705 Parking Deck 10/20/10 $0.00 $0.00 ` D01 -PS f 8 RQ #008 RQ #008 - RFI #25 Response Delete Wall Demo, Rev Drs @ 10 Line, SeeRQ #11 Fire Headquarters 10/20/10 $0.00 $0.00 001 -FS 9 RQ #009 RQ #009 - RFI #26 Response Added Rebar & Form Savers in Concealed Str Beams Parking Deck 10/20/10 $3,189.00 $3,189.00 001 -PS g 10 RQ #010 RQ #010 - RFI #28 Response Delete Wall Demo, Rev Elect. @ 10 Line, SeeRQ #11 Fire Headquarters 10/20/10 $0.00 $0.00 001 -FS 11 RQ #011 RQ #011 - PR #04 REVISED Changes Revisions to 10 Line Including RQ #008 & 010 Fire Headquarters 11/08/10 $10,026.00 $10,026.00 002 -FS 12 RQ #012 RQ #012 - RFI #38 Response Ext Ovrhd Dr Tracks to Avoid Window Sight Line Int. Fire Headquarters 10/20/10 $2,902.00 $2,902.00 001 -FS 13 RQ #013 RQ #013 - RFI #43 Response Add Ins. WaIIs /ClgsnWindows & Thin Brick @ Booths Parking Deck 10/25/10 $10,686.00 $10,686.00 001 -PS 14 RQ #014 RQ #014 - Overexcavations Overexcations Costs per Contract Unit Prices Parking Deck 10/20/10 $7,485.00 $7,485.00 001 -PS 15 RQ #015 RQ #015 - Rebar Allowance Credit for Rebar Allowance per Gen. Note 38,.S -002 Parking Deck 10/28/10 - $2,430.00 - $2,430.00 p '00EVPS 16 RQ #016 RQ #016 - RFI #60 Response Add Conduit for Cameras & Speakers for Tech. Work Fire Headquarters 11/17/10 $1,201.00 $1,201.00 002 -FS 17 RQ #017 RQ #017 - RFI #59 Response Provide Power & Controls for Overhead Door F100C Fire Headquarters 11/17/10 $817.00 $817.00 002 -FS 18 RQ #018 RQ #018 - RFI #57 Response Tile Rms 104,5,6,7 & Carpet Tile Rms 102,3,12 Parking Deck 11/18/10 $12,967.00 In Review 002 -PS 19 RQ #019 RQ #019 - PR #05 Quote Added GFIC Outlet at SE Enrance Col. E -1 Parking Deck 12/02/10 $2,032.00 Not Accepted NA TOTAL ADDED COSTS FOR FIRE HEADQUARTERS EXPANSION TO DATE $17,511.00 TOTAL ADDED COSTS FOR PARKING DECK TO DATE $26,070.00 , TOTAL ADDED COSTS FOR THE 10TH AND CENTRAL PROJECT TO DATE $43,581.00 (L AIA Document G701 TM — 2001 Change Order PROJECT: (Name and address) City of Dubuque, Iowa 10'h & Central Parking Facility & Fire Headquarters Expansion TO CONTRACTOR: (Name and address) J.P. Cullen & Sons, Inc. 330 E. Delavan Drive Janesville, WI 53546 The Contract is changed as follows: (Include, where applicable, any undisputed amount attributable to previously executed Construction Per the following attached: 1. RQ #001 -RFI #03 Response $2,872.00; RQ #002 -RFI #12 Response ($307.00) 2. RQ #003 -PR #01 $0.00; RQ #008 -RFI #25 Response $0.00; RQ #010 -RFI #28 Response $0.00 3. RQ #012 -RFI #38 Response $2,902.00 TOTAL The original (Contract Sum) (Eittamite el- A+4axihieltti- Price) was The net change by previously authorized Change Orders The (Contract Suni) ( Felarutnieed- Mft*tnitntrPt'tee) prior to this Change Order was The (Contract Sum) (elm d f+nvimnrrl'ricc) will be (increased) ( Feaseel) (ti- neltaabed -) by this Change'Order in the amount of The new (Contract Sum) l-M irattm-Pfh C) including this Change Order will be The Contract Time will be (iaetea t-) (c c-i ase4) (unchanged) by ZERO ( 0 ) days The date of Substantial Completion as of the date of this Change Order therefore is December 6, 2010 (Note: This Change Order does not include changes in the Contract Stan, Contract Time or Guaranteed Matinuan Price which have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor; in which case a Change Order is executed to supersede the Construction Change Directive.) NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONTRACTOR AND OWNER. DESMAN, INC. ARCHITECT (Firm name) 20 N CLARK ST., CHICAGO, IL JEFF HENRIKSEN (Typed name) NOVEMBER 10, 2010 BATE CHANGE ORDER NUMBER: 001 - FS DATE: November 3, 2010 ARCHITECT'S PROJECT NUMBER: 50 -09164 CONTRACT DATE: CONTRACT FOR: J.P. Cullen & Sons, Inc. CONTRACTOR (Finn name) 330 E. Delavan Drive ADDRESS OWNER ❑ ARCHITECT ❑ CONTRACTOR ❑ FIELD ❑ OTHER ❑ Fire Headquarters Expansion Construction July 20, 2010 City of Dubuque, Iowa OWNER (Firm name) ADDRES BY Signature) BY (Signature) i — 17144 fit (Typed name) 1 (Typed name) / DATE 11140 DATt� �( $ $ 5,467.00 $ C'A111It)I1; Yon t,hutld ,lt)n ern Di Igloo! AIA Cr,Ith Do0:nrw'111, m1 vtlllcll this I'xl appeals 1,1 FLED. An original assurer, that c'h,nul,7v rliII n lu rlbsc ul a(1. Change Directives) $2,565.00 $0.00 $2,902.00 $5,467.00 7,712,379.00 0.00 7,712,379.00 7,717,846.00 AIA Document G701 TM — 2001. Copyright U 1979. 1987, 2000 and 2001 by The American Institute of Architects. All rights reserved. WAIIIIIPICI This Al q' t)OCnII e11113 11101ty, t,;cl by U.S. t;opyrIghl Go and 111E4n3tluual 1 re ctiu ,. Ilnaulhnrlfed rcplcclwalon 0, dF,trlbutlm (11 II Is AIA' hucunl•Jnl, tea tiny 1101 1100 of 11, may lull In s,w)re idyll and ri i nln i prn it .:', and will he prosecuted 10 the 1,1, aIllllgrl eXI311I poselb)S unlit 111e Liw. Purchasers are permitted to reproduce ten (10) copies of this document when completed. To report copyright violations of AIA Contract Documents, e-mail The American Institute of Architects' legal counsel, copyright @aia.org. 10/11/2010 Desman Associates Attn: Jeffrey S. Henriksen 20 North Clark Street Chicago, IL 60602 Fax: 312.263.8406 Re: 10th & Central Ramp -Fire Station Exp RQ #001 - RR 03 Response REVISED Additional remarks: THIS IS A REVISED QUOTE. Sincerely, J.P. Cullen & Sons, Inc. 4 c (Si( Tim Biziak cc: Job, File 9 General Contractor Since 1892 j,_j+Y yd www.jpcullen.com We are pleased to submit our quotation in the amount of ... $ 2872 for the above referenced proposal request. Attached is an itemized cost breakdown for your review. Upon acceptance, please notify us by written change order. Should you have any questions, please advise. See description of work per response to RFI #03 from Desman dated 8/11/10. Also, per direction of Indu on site, provide 2 - #10 bars in lieu of the 1 - #10 at the tension pile on A.2 line. Also includes additional rebar per response to RFI #14 drawing update. I_pc0_05 DESCRIPTION QTY UNIT U/P Labor U/P Material U/P Equip U/P Subcontr JPC Work: 1 LS $227.00 227 0 7 7 0 Rockford Fab - RFI #3 1 LS 0 782 782 0 0 Rockford Fab - added rebar at A.2 pile 1 LS 0 1,096 1,096 0 0 Rockford Fab - added rebar per RFI #14 1 LS 0 360 360 0 0 1 LS 0 0 0 0 1 LS 0 0 0 0 1 LS 0 0 0 0 1 LS 0 0 0 0 1 LS 0 0 0 0 1 LS 0 0 0 0 1 LS 0 0 0 0 1 LS 0 0 0 0 SUBTOTAL $227 $2,238 $7 $0 PTI (38.5 %) 587 Tax Exempt $0 $0 - Tax (7 %) - for misc purchases $0 $0 SUBTOTAL $314 $2,238 57 Overhead & Profit (10 %) $31 5224 $1 SUBTOTAL 50 Subcontractor Fee (5 %) $0 J.P. Cullen & Sons, Inc. P.O. Box 1957, Janesville, Wisconsin 53547 Job Number: Project: RQ #: Other Reference: Date: Description: 5114 Dubuque Parking Ramp & Fire Station 001 RFI #3 REVISED 10/11/2010 Per response to RFI #3 SUBTOTAL $346 52,462 $8 50 Total 52,816 556 Bond & Insurance 2% Grand Total: 52,8721 198 Character Rpt w/ MNHR - Dubuque Parking Ramp - RQ 01 /RFI #03 Detail - Without Taxes and Insurance Estimator . Project Size : 166168 SQFT Sect Sub Elem ItemCode Description UM Quantity Crew Production Prod.UMot Hrs Lab.Unit MaLUnit Egp.Unit Sub.Unit Lab.TOtal Mat.Total Eqp.Total Sub.Total Tot.UnitCost TotalCost REINFORCING STEEL RE -BARS F 0321.121 RE -STEEL @ PILES Total RE -BARS Total REINFORCING STEEL Total Estimate TONS 1.23 C322 10.00 DAY 4.92 184.29 4.92 4.92 4.92 U'.\ Operations \Estimatinq\MC2Files\4977 Dubuque Parking Ramo REBID 29Jun10 \Quotes \RQ 01\RQ 01 RFI 3.est 5.496 227 227 227 227 7 7 7 7 roup •: Major Item ode Groups Group 2: Minor ItemCode Groups 18978 2.33 233 233 233 Pape 1 10/11/2010 11:35 AM ROCKFORD Fabricators, Inc. do a HanisPetar company 6448 Irene Road Belvidere, Illinois 61008 Phone: 815 - 547 -8998 Fax: 815 - 547 -0727 CONTRACT CHANGE ORDER To JP Cullen CC: Attn: Tim Bizjak Attn: Email: tim. bizjak @jpcullen.com Email: From: Kevin Staub — Rockford Fabricators, Inc. Date: October 6, 2010 Re: Modified Pile Reinforcement CUSTOMER CHANGE ORDER: Job Name: Dubuque Fire Headquarters Expansion — Dubuque, Iowa Job Number: 15303180 The following is a change to our contract: Added #10 rebar at tension piles plus (4) couplers and change to beam along C line per RFI #3. Total pile reinforcement change is: (6) bars 30' Total for change to beam along C line Total detailing time for this change is 1 hrs. Accessories are included in the change? yes _X_ no _. Delivery charges apply to this change? yes _ no X . Accepted Company Name Dale dRs1 • MEMBER Email us at: Info @RockfordFab.com Rebar $ Rebar $ Detailing $ Accessories $ Delivery $ * Price is good for steel shipped within 30 days. *Total $ 782.00 SALES TAX NOT INCLUDED Change order nunnbec RCO-1 306.00 36.00 75.00 365.00 6 • 4 /0 30' /vi / 2N,' r q,3ta 1( 641. s it, 64 Orland Square Drive, 4208 Orland Park, Illinois 60462 Phone: 708- 403 -4242 Fax: 708- 403 -8927 ROCKFORD Fabricators, Inc. 6448 Irene Road Belvidere, Illinois 61008 Phone: 815- 547 -8998 Fax: 815- 547 -0727 a Harris/law company CONTRACT CHANGE ORDER To: JP Cullen CC: Attn: Tim Bizjak Attn: Email: tim.bizjak @jpcullen . corn Email: From: Kevin Staub — Rockford Fabricators, Inc. Date: October 6, 2010 Re: Modified Pile Reinforcement CUSTOMER CHANGE ORDER: Job Name: Dubuque Fire Headquarters Expansion — Dubuque, Iowa Job Number: 15303180 The following is a change to our contract: Customer called and placed an order for (6) additional #10 rebar 30' -0" as well as (4) #10 Bar - Splice couplers. Total pile reinforcement change is: (6) bars 30' Total detailing time for this change is 0 hrs. Accessories are included in the change? yes _X_ no Delivery charges apply to this change? yes _X_ no * Price is good for steel shipped within 30 days. Accepted Company Name Dale CRSI F ps- MEMBER Email us at: Info @RockfordFab.com Rebar $ 306.00 Detailing $ Accessories $ 540.00 Delivery $ 250.00 *Total $ 1096.00 SALES TAX NOT INCLUDED Charge ordernu r: RCO -2 64 Orland Square Drive, #208 Orland Park, Illinois 60462 Phone: 708 - 403 -4242 Fax: 708- 403 -8927 ,:,::: : ROCKFORD Fabricators, Inc. a Hanis2iMiTd company 6448 Irene Road Belvidere, Illinois 61008 Phone: 815 - 547 -8998 Fax: 815- 547 -0727 s To: JP Cullen Attn: Tim Bizjak CONTRACT CHANGE ORDER CC: Attn: Email: tim. bizjak @jpcullen.com Email: From: Kevin Staub — Rockford Fabricators, Inc. Date: September 2, 2010 Re: Revised drawings CUSTOMER CHANGE ORDER: Job Name: Dubuque Fire Headquarters Expansion — Dubuque, Iowa Job Number: 15303180 The following is a change to our contract: Our estimate was from drawings 6/7/10, which showed (2) piers along gridline A at intersecting gridlines 11 &12. Newer drawings dated 9/1/10 per RFI #14, added sections 5, 6, 7, and 8. These sections added pier reinforcement at all other bump -outs around the perimeter of the building. Total weight for this change is 893 lbs. Total detailing time for this change is 1 hrs. Accessories are included in the change? yes no _X_. Delivery charges apply to this change? yes no X . * Price is good for steel shipped within 30 days. *Total $ 360.00 SALES TAX NOT INCLUDED Accepted Company Name Date CRSI MEMBER Email us at: Info @RockfordFab.com Rebar $ 360.00 Detailing $ Accessories $ Delivery $ Change o detrnur RCO -3 64 Orland Square Drive, #208 Orland Park, Illinois 60462 Phone: 708- 403 -4242 Fax: 708- 403 -8927 J.P. Cullen & Sons, Inc. REQUEST FOR INFORMATION 10th & Central Ramp -Fire Station Exp 003 - Existing water line @ F.S. Desman Associates 20 North Clark Street 4th Floor Chicago, IL 60602 Attn: Jeffrey S. Henrickson Answer Required: 8/11/2010 Fax #: 312.263.8406 Information Requested: We found the exact location of the water line that runs along the west side of the existing fire station. We also layed out the piles to see how everything lines up. The existing water line runs directly through the piles at E -Line and C -Line. See the attached sketch for approximate location. The water line is at a depth of 6' -2" to center of pipe from Fire Station finished floor elevation. On site representatives Todd Brakob (JPC) and Indu (Desman) are aware of the situation and have been in discussion. One suggestion was to move the piles at E -Line and C -Line to the west, so they are 5' -6" off of 10.2 Line. Please advise. Signed: Answer: Tim Bizjak Date: /14/i17 P. Cullen & Sons, Inc. cc: Jobsite Please refer to the revised dimensions shown on the attached plan. Phil Hutchison Desman Associates 8/11/10 Job No: 5114 Date: 8/4/2010 RFI No.00003 In the tension piles at gridlines E and C only, provide 2 - #10 bars in lieu of the 1 - #10 shown in detail 1A/S -101 and provide standard 90 degree hook into grade beam. Signed: Date: f rfi o7 0 GENFRAI NOTES: CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD BEFORE PROCEEDING AND 5HM.1 IMMEDIATELY NOTIFY PRIME A.9CHITECT OF ANY DISCREPANCIES OR CONFLICTS WITH EXISTING CONDITIONS. LOCATION OF ALL EXISTING UTILITIES MUST BE CONFIRMED BY THE CONTRACTOR PRIOR TO PRE INSTALLATION. ANY DAMAGE TO THE EXISTING UTIUTIES RESULTING FROM THE CONTRACTOR'S FAILURE TO LOCATE, SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND TO THE SATISFACTION OF LOCAL AUTHORITY HANNG JURSOICIT0N. 42 -6' 622.67' T /PILE CAP TENSION PILE EL. 622.67' • , � 6 e t it 5 -3" (Desman Associat I z� .. ■ w 1 I 8 T /06. I 1 TEN5109 I T /PILE CAP PILE 1 EL. 622.67 5.6" (Desman Associates) TENSION 1 ' PILE I EL P1 622. ,• 12' -0' 1'Ill 12•10' IMISEMI110111 T /PILE CAP 1 EL 622 67' 0 /0.B. EL. 622 67 5 -6" (Desman Associates) 5' -6' (Desman Associates) EXISTING FOUNDATION TO REMAIN (TYP.) l'-0 I' 0" 12_0" O FOUNDATION PLAN SCALE: 1 /4" = -0" NORTH TENSION ' -s J 9/3/2010 Desman Associates Attn: Jeffrey S. Henriksen 20 North Clark Street Chicago, IL 60602 Fax: 312.263.8406 11 if9.T1 General Contractor Since 1 €392 Re: 10th & Central Ramp -Fire Station Exp RQ #002 - RFI 12 Response Additional remarks: Sincerely, J.P. Cullen & Sons, Inc. cc: Job, File b -w www.jpcullen.com We are pleased to submit our quotation in the amount of ... $ -307 for the above referenced proposal request. Attached is an itemized cost breakdown for your review. Upon acceptance, please notify us by written change order. Should you have any questions, please advise. See description of work per response to RFI #12 from Desman dated 8/16/10. 1_pco_05 August 17, 2010 Tim Bizjak J.P. Cullen & Sons, Inc. 330 East Delavan Drive Janesville, WI 53547 -1957 Re: Dubuque, Fire Headquarters RFI #12 Tim, Paulson Electric has a deduction of $307.00 for the rough -in of the Door Security /Card Reader shown on the west side of the Fire Station. Any cabling if applicable would not be in our scope. If you have any questions please call. Sincerely, Paulson Electric Co. of Dubuque / 1 1 AZA1 Terry Brown Estimator �auo r) EIECtI�s'iC n company 722 Fifth Avenue S.E. P.O. Box 1170 Cedar Rapids, Iowa 52406 319/364/7143 319/364/5817 Fax 685 Cenlury Drive P.O. Box 1625 Dubuque, Iowa 52004 -1625 563/588/2373 563/568/1827 Fax 1915 Jefferson F.O. Box 1047 Waterloo, Iowa 50704 319/233/3543 319/233/1931 Fax J.P. Cullen & Sons, Inc, REQUEST FOR INFORMATION 10th & Central Ramp -Fire Station Exp 012 - Fire Station Card Reader Desman Associates 20 North Clark Street 4th Floor Chicago, IL 60602 Attn: Jeffrey S. Henriksen Answer Required: 8/23/2010 Fax #:312.263.8406 Information Requested: On sheet T122 it shows a Card Reader to be located on the west side of the fire station. There is not a door at that location. Is a Card Reader to be installed there? Please advise. Signed: Tim Bizjak Answer: DELETE Card Reader [CR] and Rough -In, Security Door Rough -In [SDR] (includes cabling, conduit, and boxes associated with detail 5 /T400), and 3/4" conduit raceway from door location to large junction box located within apparatus bay (shown on T122). Provide credit to project for deletion of all items mentioned above. Paul Culver KJWW 8/16/2010 Phil Hutchison Desman Associates 8/16/10 /10 0 .P. Cullen & Sons, Inc. cc: Jobsite Date: Job No: 5114 Date: 8/16/2010 RFI No.00012 Signed: Date: 1 rli 07 9/3/2010 Desman Associates Attn: Jeffrey S. Henriksen 20 North Clark Street Chicago, IL 60602 Fax: 312.263.8406 Additional remarks: Sincerely, J.P. Cullen & Sons, Inc. cc: Job, File ith General Contractor Since 1 892 Re: 10th & Central Ramp -Fire Station Exp RQ #003 - PR #1 Changes www.jpcullen.com We are pleased to submit our quotation in the amount of ... $ 0 for the above referenced proposal request. Attached is an itemized cost breakdown for your review. Upon acceptance, please notify us by written change order. Should you have any questions, please advise. See attached description of work for Proposal Request #1 from Desman dated 8/18/10. This is in response to RFI #9. Per discussion with the City and the Fire Station at the Progress meeting on 10/31, Dan Brown at the Fire Dept stated that they will take care of what is necessary for the exhaust stack. Due to this, the work for the generator exhaust stack will not be part of our contract, and therefore, this is a No Cost change. I_pco O5 J,P. Cullen & Sons, Inc. REQUEST FOR INFORMATION 10th & Central Ramp -Fire Station Exp 009 A Relocated Generator Location Desman Associates 20 North Clark Street 4th Floor Chicago, IL 60602 Attn: Jeffrey S. Henriksen Answer Required: 8/23/2010 Fax #:31Z263.8406 Information Requested: On sheet E001 and E102, it shows the location that the existing generator is to get relocated to. In reviewing the conditions on the site, there is an air intake for the fire station right where that generator is shown to go, which if the generator goes off would cause generator exhaust to be pulled into the fire station. Todd Brakob (JPC) and Terry Brown (Paulson Electric) met with the Fire Chief on 8/11/10, and he talked with a representative from the City and they indicated that if the stack was up 3 feet vertically above the vents it would meet Code. If that is the case, one option would be to increase the height of the concrete pad by 1 foot and the Fire Department said they would have their mechanics increase the height of the stack to make it work. Please advise. There are potential cost impacts associated with this RFJ. Signed: U, Answer: Tim Bizjak Date: '51) 4 1/0 Cullen & Sons, Inc. cc: Jobsite to Work Changes Proposal Request No. 1 Paul Culver KJWW 8/18/2010 Phil Hutchison Desman Associates 8/18/10 Signed: Date: Job No: 5114 Date: 8/12/2010 RFI No.00009 trO07 PROJECT; (Name and address) • • ' ' ' 'City of Dubuque, Iowa : • 1O" & Central Parking, Facility Fire Headquarters expansion • •• OWNER: (Naine'andaddtess) City of •0 West. 13!" Stl eet'.;: :.Dubuque,:1A52001 • FROM : A CCHITECT: (Nam "e "and address) Des'rft ri Associates.' 0 Wirth;C 4t f roof • ::: Chicago; il._•60602 .. , • Please;subniit'ah itemized proposal for.e .. , ... . Coiitrac[�7ocumezits'desct bed ke ;Eidti n ten ( 10 ) days, the Contractor must s,,ubztut finis proposal or notify the Architect, iri writing, of the dal: do hich proposal submission is anticipated. ' v ' .......•• , . ...:,.,:- .....,... �` g . 4 ..,, .. THIS IS NOT A CHANGE'ORDER, A CONSTRUCTION CHANGE DIRECTIVE OR TO PROCEED WITH THE • WORK DESCRIBED IN THE PROPOSED MODIFICATIONS. g Y Changes Proposal Request REQUESTED BY TH . UI'fECT: I cr- '(Signal e) Document 709 - 2001.. M - SK - 001 Dated 8/17110 M -SK=t ]::Hated $ /1 7/10 • Section ttii :Zf fisting Fire Station colu • PROPOSAL. REQUEST NUMSFR j zM1�r DATE OF iSSUAN.CCEi August 18, 2010 CONTRA eConstruction CONTRACT DATE; July, 20, 2010 ARCHITECT'S PROJECT NUMBER: 50 -09164 TO CONTRACTOR:,(Name address) J.P. Culled &gars Inc. 330 t7i 1 an Drive rlAvffle WI 53546 vi,., n r,4. 'at $tine Jeffrey HenrikWfix (Printed name and title) (• OWNER IN ARCHITECT I1 CONSULTANT El CONTRACTOR FIELD El OTHER JJ "" Xs'1n the Contract Sum and Contract Time for proposed in ' ijiications to the • DESCRIPTION: written'de'scription of the Work) • Refer to;M =001 and M- SK- 002:for generator set relocation and exhaust stack extension, Contractor shall design • : gravity Ioad:coririecuon for'exhaust stack at 10' above grade and lateral load connections above as required. Provide calculations signod seaied'by'a:.structural engineer registered in the State of Iowa. All connections shall allow for thermal: expansion /contractiQns,.See• attached section of existing column at 8 line. Connections shall anchor to existing cast in.place: concrete :cofumri:`Re alrmasonry•es required. ATTACHMENTS; (List attaelie4 documents that support description) At CAUTION: You should sign an original AIA Contract Document, on which this text appears in RED. An original assures that changes will not be obscured. AfA Document G709 2001. Copyright ©1970,1993 and 2001 by The American Institute of Architects. Alf rights reserved. WARNING: This AIA Document is protected by U,S. Copyright Law and international Treaties. Unauthorized reproduction or distribution of this AIA Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law, Purchasers are permitted to reproduce len (10) copies of this document when completed. To report copyright violations of AIA Contract Documents, e•maii The American Institute of Architects' legal counsel, copyright @aia.org. RELOCATED GENERATOR BY E.C. 5" SCHEDULE 10 BLACK STEEL PIPE CENTERED ON COLUMN AND ROUTED UP THE SIDE OF THE EXISTING FIRE STATION EXTERIOR WALL REFER TO 5/M401 FOR ADDITIONAL DETAILS AND ELEVATION VIEW. MOD -10 MOD_ 11 DESMAN A PPM If ICAIVAk PEPA31 LA 17011 0.0+1.0 Wriva 1.4 1.4 FIRESTATION FIRST FLOOR PLAN - MECHANICAL SCALE: 118" =1 ` -0" City of Dubuque 10th & Central Parking Facility and Fire Headquarters Expansion TCC SHALL PROVIDE NEW LINE VOLTAGE CONTROL WRING AS REQUIRED FROM EXISTING MODULATING DAMPER CONTROLLER TO NEW DAMPERS (6gDzi.0. MOD -11. MOD - 12). DAMPERS SHALL BE CONTROLLED BY SAME SEQUENCE AS EXISTING DAMPERS SO EN OVERHEAD DOORS OPEN THE EXHAU T FAN TURNS ON AND LOUVERS • PEN REFERENCE DRAWING: M121 RFI No. 9 AUGUST 17, 2010 PROJECT NO. 50 -09164 M -1.3K NO SCALE 5' —O" MIN. PROVIDE BIRD SCREEN OVER EXHAUST OUTLET PIPE CLAMP ATTACHED TO SUPPORTS AS REQUIRED. M.C. SHALL PROVIDE STRUCTURAL SUPPORTS ATTACHED TO COLUMN AS REQUIRED. LOAD CALCULATIONS SHALL BE PROVIDED TO STRUCTURAL ENGINEER FOR REVIEW. (TYP.) PIPE CLAMP ATTACHED TO SUPPORTS AS REQUIRED. M.C. SHALL PROVIDE STRUCTURAL SUPPORTS ATTACHED TO COLUMN AS REQUIRED. LOAD CALCULATIONS SHALL BE PROVIDED TO STRUCTURAL ENGINEER FOR REVIEW. (•) FULLY WELDED 5" SCHEDULE 10 BLACK STEEL PIPE ATTACHED TO EXISTING GENERATOR EXHAUST AND ROUTED UP SIDE OF FIRE STATION. TRANSITION PIPE AS REQUIRED TO ATTACH TO EXISTING GENERATOR EXHAUST. RELOCATED GENERATOR BY E.C. GENERATOR EXHAUST DETAIL NOTES: 1. IF GUY WIRES ARE REQUIRED ANY PENETRATIONS IN THE ROOF SHALL BE PATCHED PER MANUFACTURER'S REQUIREMENTS TO MAINTAIN ROOF WARRANTY. DESMAN oA �..:O,.. ._. City of Dubuque 10th & Central Parking Facility and Fire Headquarters Expansion REFERENCE DRAWING: M401 RFI No. 9 AUGUST 17, 2010 PROJECT NO. 50 -09164 Mm3K -002 immecwnwoomakoz:Nowalq id!. 9 fd IS ' .... • ', ',IA 5,11 . S.Pk-.:', -- : 1 ' . . . . ,.:, ,' 1 iii . 11-J • §-....., r . .. i ,. . : ...: i ,. ... 1 :. "." - ::•..ei ifi ..,..: §7:%&INNBAN.11, 1 111'1 . !• • 1 )144AV '%OgttE111,M§%.0:HER1SEEENEWR\70 I I r ; • • •"m -477,:17/77.• J.P. Cullen & Sons, Inc. REQUEST FOR INFORMATION 10th & Central Ramp -Fire Station Exp 025 - West Elevation of Existing FS Desman Associates 20 North Clark Street 4th Floor Chicago, IL 60602 . Attn: Jeffrey S. Henriksen Answer Required: 9/27/2010 Fax # :312.263.8406 Information Requested: As discussed per phone conversation on 9 -20 -10 between Justin (Straka) and Bronson (JPC), please provide the revised details and scope change for the demo and infills at the West elevation of the existing Firehouse. Some of the discussion was to sawcut the door openings instead of removing the entire bay where doors are required. Signed: Tim Bizjak Answer: J.P. Cullen & Sons, Inc. See attached sketch A -SK -002. Yes saw cut rough opening along existing glazed block coursing and vertical joints. This increases size of doors AF100A and AF100B. At each door head install steel lintel consisting of L6 "x4 "x5/16" (long leg vert) at exterior face brick side and L4 "x4 "x5/16" along interior glazed block side. Field weld 1 /n" plate to underside of angles with 3/16" fillet weld (2 @12 o.c.). 8" min bearing each side. Wrap cut opening with 30GA. painted metal closure as shown on sketch and fully covering lintels. Date: q Z. 07(0 cc: Job ite Justin McCarthy Straka Johnson Architects 9 /24/10 Signed: Date: Phil Hutchison Desman Associates 9 /24/10 Job No: 5114 Date: 9/20/2010 RFI No.000'2 ' Z s 1_rr_ 07 DOOR OPENING F1 EXISTING CONCRETE BEAM EXISTING GLAZED BLOCK OA SCALE: 1/4' = 1' -0" 30 GAUGE STEEL, PAINTED COOR. SIZE WITH STRUCT. - --1-- 0 0 ¢0 0 _ co W 0 _ Z ¢ r' 0 I- 0) 0 0 N o 4 2„ A t„ I 4 —0 "— 3 blocks HEADER DETAIL SCALE: 3/4" = 1' -0" 30 GAUGE STEEL, PAINTED WRAP STEEL STRUCT. TEEL LINTEL SEE STRUCT. DOOR FRAME PLACED ON GLAZED BLOCK SIDE DOOR OPENING F1 EXISTING CONCRETE BEAM EXISTING GLAZED BLOCK 30 GAUGE STEEL, PAINTED COOR. SIZE WITH STRUCT. OB 4 " f/ J L 6' -8 "— 5 blocks SCALE: 3/4" = 1' -0” ti JAMB DETAIL DOOR FRAME PLACED ON GLAZED BLOCK SIDE co 0 0 0 0 30 GAUGE STEEL, PAINTED 0 N n O w to Q 0 rn 0 0 N U z w z a 10/20/2010 Desman Associates Attn: Jeffrey S. Henriksen 20 North Clark Street Chicago, IL 60602 Fax: 312.263.8406 Sincerely, J.P. Cullen & Sons, Inc. cc: Job, File General Contractor Since 1892 Re: 10th & Central Ramp -Fire Station Exp RQ #010 - RFI 28 Response Upon acceptance, please notify us by written change order. Should you have any questions, please advise. www.jpcullen.com We are pleased to submit our quotation in the amount of ... $ 0 for the above referenced proposal request. Attached is an itemized cost breakdown for your review. Additional remarks: See response to RFI #28 from Desman dated 9/27/10. ®- NOTE: There are cost affects associated with this RFI 28, but we will include the costs in Proposal Request #4 (JPC RQ #11). l_pco_05 J.P. Cullen 84 Sons, Inc. REQUEST FOR INFORMATION 90th & Central Ramp -Fire Station Exp 028 - Elect. in Existing F.S. Wall Desman Associates 20 North Clark Street 4th Floor Chicago, IL 60602 Attn: Jeffrey 5. Henriksen Answer Required: 9/29/2010 Fax #:312.263.8406 Information Requested: On the interior of the West elevation of the existing Fire House (10 Line) there are 2 outlets. One is on the bay between A and B line and the other is between G & J Line. These need to be disconnected in order to begin demo for the new door openings at those bays. In order to disconnect the power along that wall needs to be removed and replaced due to the way it was originally pulled. Also there were three louvers along that wall that need to be disconnected in order to remove the louver extensions as requested per Justin at Straka. The overhead doors on the North elevation of the Firehouse needed to be disconnected in order for JPC to proceed with the demo and precast infills. This was not shown on the drawings. The RFI has cost implications. Signed: /t1, rm: / Date: Tim Bizjak f R. Cullen & Sons, Inc. cc: Jobsite Answer: 1.Remove electrical where required (I noticed this has happened from a job site visit). (SJA) 2.Remove the mechanical portion of the louvers and install a sheet of black aluminum to exterior brick side of louver opening in order to enclose these openings. (SJA) 3.North overhead doors can be disconnected but should remain usable for as long as possible. (SJA) KJWW Response: • Remove the two receptacles mentioned. Re -feed the remaining receptacles on the West wall from a 20A /1P spare breaker in the new panel '1.113' using 2 #12 and 1 #12 ground. * Removal of the louvers is shown on sheet M121. • Removal of the overhead door power is shown on sheet E123. Signed: Justin McCarthy SJA Date: 09/24/10 Tim Paap KJWW 09/27/2010 Phil Hutchison Desman Associates Job No: 5114 Date: 9/22/2010 RFI No.000 2 '' 10/20/2010 Desman Associates Attn: Jeffrey S. Henriksen 20 North Clark Street Chicago, IL 60602 Fax: 312.263.8406 Re: 10th & Central Ramp -Fire Station Exp RQ #012 - RFI 38 Response We are pleased to submit our quotation in the amount of ... $ 2902 for the above referenced proposal request. Attached is an itemized cost breakdown for your review. Upon acceptance, please notify us by written change order. Should you have any questions, please advise. Additional remarks: See response to RFI #38 from Desman dated 10/18/10. Sincerely, J.P. Cullen & Sons, Inc. Tim Bizjak cc: Job, File J..' =-se m in General Contractor Since 1892 (YR% ° F AMMO www.jpcullen.com I_pco_05 \ \EL 'E oo 1 �u) 1Th /- • l ' 4 4 Q 4 FRoPoskil A. E MOO CLJPL p JE i 6/1C 1117-.. ✓ u S oPPoZT AO AKS ./'iI L`r' \EW PRECAST CO \CRETE BED (SEE STRUCTU PLANS) \EW :0 \T. 8' \FILL @ EX I S WI \DOW OPE\ sq" k j t-1: X Z 2 4_ Ri„ be‘,( 111{ Tra Document G7OITM — 2001 Change Order PROJECT: (Name and address) City of Dubuque, Iowa 10'h & Central Parking Facility & Fire Headquarters Expansion TO CONTRACTOR: (Nance and address) J.P. Cullen & Sons, Inc. 330 E. Delavan Drive Janesville, WI 53546 The Contract is changed as follows: (Include, where applicable, any undisputed amount attributable to previously executed Construction Change Directives) Per the f8llowing attached: 1. RQ #004 -PR #002 & RFI #41 Resp. $3,829.00; RQ #005 -RFI #23 Resp. $3,311.00; RQ #006 -PR #03 $0.00 $7,140.00 2. RQ #007 -RFI #24 Resp. $0.00; RQ #009 -RFI #26 Resp. $3,189.00; RQ #013 -RFI #43 Resp. $10,686.00 $13,875.00 3. RQ #014 - Overexcavations $7.485.00: RQ #015 -Rebar Allowance ($2.430.00) $5.055.00 TOTAL $26,070.00 The original (Contract Sum) (eruartt teeel- M:tx•irrrar»- Price) was $ 7,712,379.00 The net change by previously authorized Change Orders $ The (Contract Sum) (€ tartlt eed•Mu t ► cH 9- Pt prior to this Change Order was $ The (Contract Sum) ( Einararcteetl•ibhnthntnrrt'rice) will be (increased) (-Elecreaseel) (rtrtel tag ) by this Change Order in the amount of The new (Contract Sum) (E'maranteed-M rx—itmm- Price) including this Change Order will be The Contract Time will be (ixerea €e4) (dee -i eased) (unchanged) by ZERO ( 0 ) days The date of Substantial Completion as of the date of this Change Order therefore is May 17, 2011 (Note: This Change Order sloes not include changes in the Contract Sum, Contract Time or Guaranteed Maxi:num Price which have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor in which case a Change Order is executed to supersede the Construction Change Directive.) NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONTRACTOR AND OWNER. DESMAN, INC. ARCHITECT (Firm name) 20 N CLARK ST., CHICAGO, IL 330 E. Delavan Drive ADD • SS ADDRESS JEFF HENRIKSEN (Typed name) DATE NOVEMBER 10, 2010 CHANGE ORDER NUMBER: 001 - PS DATE: November 3, 2010 ARCHITECT'S PROJECT NUMBER: 50 -09164 CONTRACT DATE: July 20, 2010 CONTRACT FOR: Parking Structure Construction J.P. Cullen & Sons, Inc. CONTRACTOR (Firer name) OWNER (Firm name) BY (Signan ) (Typed name) DATE City of Dubuque, Iowa ADDRESS BY i g natnre) (Typed name) / / //0 DATE $ OWNER ❑ ARCHITECT ❑ CONTRACTOR ❑ FIELD ❑ OTHER ❑ 5,467.00 7,717,846.00 $ 26,070.00 7,743,916.00 CA111'1011: Yuu thnultl sign nn nr igloo; AIA Cunllact Ituc:unutul, On svhluti Iltls text nhlicat 3 In RED. An 0110111a' n•ssum.s Ihal rll,1119■1ti Quill 1161 If ulist:urall. AIA Document G701 "I — 2001. Copyright Cw 1979, 1907, 2000 and 2001 by The American Institute of Architects. All rights reserved. WM1111110; Thi, AIq" Document Is leotoctod by U.S. Copyiltlhl Low and Inlau notional Tieillos. Ihiaulhnriked top' 0 or rIl lIIb, tlen ■ Of Ihls AIA Docum•mt. ' any Imrllmi nl 11, ni,iy rr_ till In sev.Tre r•Ivll and cilmlnnl pin iIU s, mid al hrt itiosecuted to the ran <Imuln extant posSlhle imam t h e law. Purchasers are permitted to reproduce ten (10) copies 01 this document when completed. To report copyright violations of AIA Contract Documents, e-mail The American Institute al Architects' legal counsel, copyright @aia.org. 10/28/2010 Desman Associates Attn: Jeffrey S. Henriksen 20 North Clark Street Chicago, IL 60602 Fax: 312.263.8406 Re: 10th & Central Ramp -Fire Station Exp RQ #004 - PR #2 Changes REVISED Additional remarks: Sincerely, J.P. Cullen & Sons, Inc. cc: Job, File ca v=i General Contractor Since 1892 11 to t www.jpcullen.com We are pleased to submit our quotation in the amount of ... $ 3829 for the above referenced proposal request. Attached is an itemized cost breakdown for your review. Upon acceptance, please notify us by written change order. Should you have any questions, please advise. See description of work for REVISED Proposal Request #2 and RFI #41 from Desman dated 10/20/10. I_pco_05 DESCRIPTION QTY UNIT U/P Labor U/P j Material U/P 1 Equip U/P Subcontr JPC Work: 1 LS 0 0 0 0 Westphal Electric 1 LS 0 0 0 3,575 3,575 1 LS 0 0 0 0 1 LS 0 0 0 0 1LS 0 0 0 0 1 LS 0 0 0 0 1 LS 0 0 0 0 1 LS 0 0 0 0 1 LS 0 0 0 0 1LS 0 0 0 0 1 LS 0 0 0 0 1LS 0 0 0 0 SUBTOTAL $0 $0 $0 $3,575 PTI (38.5 %) $0 Tax Exempt $0 $0 Tax (7 %) - for misc purchases $0 $0 SUBTOTAL $0 $0 $0 Overhead & Profit (10 %) $0 $0 $0 SUBTOTAL $3,575 Subcontractor Fee (5 %) $179 J.P. Cullen & Sons, Inc. P.O. Box 1957, Janesville, Wisconsin 53547 Job Number: Project: RQ #: Other Reference: Date: Description: SUBTOTAL 5114 Dubuque Parking Ramp & Fire Station 004 REVISED PR #2 10/28/2010 Per REVISED Proposal Request #2 and RFI #41 dated 10/20/10. $0 $0 $0 83,754 Total $3,754 $75 Bond & Insurance 2% Grand Total: $3,8291 Tim Bizjak From: Thielen, Ron [rthielen @westphalec.com] Sent: Tuesday, October 26, 2010 7:15 AM To: Tim Bizjak / y S raj • �et E Duby e_Ra_mp - RFI #41 f No, we will keep it as is. Thanks. Ron From: Tim Bizjak [ mailto :Tim.Bizjak @JPCullen.cotn] Sent: Monday, October 25, 2010 4:14 PM To: Thielen, Ron Subject: FW: Dubuque Ramp - RFI #41 Ron, Are you going to change your quote for the REVISED PR #2 /RFI #41? The reason I ask is because we have a progress meeting tomorrow and it may come up. Thanks, Timothy J. Bizjak, LEED AP 1 Project Manager JP Cullen & Sons, Inc. Janesville Division Phone: 608.754.6601 Fax: 608.754.9171 Cell: 608.751.6816 Front: Hutchison, Phil [mailto:phutchison @desman.com] Sent: Wednesday, October 20, 2010 2:00 PM To: Tim Bizjak Cc: Todd M. Brakob; Bronson R. Duhr; Lynn M. Tracy; Thielen, Ron; Terry Brown; Henriksen, Jeff S.; Indusekar, B.; Tim Horsfield; Steve Brown (City of Dubuque); cfirzlaf@cityofdubuque.org; ckohlman @cityofdubuque.org; Justin McCarthy (Straka Johnson); Ken Johnson (Straka Johnson); klbuesing@buesing.com; Thomas Larsen (Buesing); Anthony V. Manno; Tim R. Paap; Paul Hansen (KJWW); Joe M. Limke; Paul C. Culver Subject: RE: Dubuque Ratnp - RFI #41 Tim: Attached is our response to RFI 41. Philip Hutchison RA, Associate DESMAN ASSOCIATES ARCHITECTS ENGINEERS PLANNERS 20 North Clark Street, 4th Floor Chicago, IL 60602 312.263.8400 312.263.8406 (fax) www.desman.com From: Tim Bizjak [ mailto:Tim,Bizjak @JPCullen.com] Sent: Tuesday, October 19, 2010 9:55 AM To: Henriksen, Jeff S.; Hutchison, Phil; Indusekar, B.; 'Tim Horsfield';'Steve Brown (City of Dubuque); 'efirzlaf t@r cityofdubuque.or•g'; 'ckohlman @cityofdubuque.org'; 'Justin McCarthy (Straka Johnson) ; 'Ken Johnson (Straka Johnson; 'klbuesing@buesing.com'; 'Tliomas Larsen (Buesing)'; 'Anthony V. Manno'; 'Tim R. Paap'; 'Paul Hansen (KJWW)'; 'Joe M. Limke'; 'Paul C. Culver' Cc: Todd M. Brakob; Bronson R. Duhr; Lynn M. Tracy; 'Thielen, Ron'; 'Terry Brown' 10/28/2010 Page 1 of 2 Subject: FW: Dubuque Ramp - RFI #41 All — We need a response to this RFI quickly, so we can get underground going. A new layout needs to be provided. Timothy J. Bizjak, LEED AP 1 Project Manager JP Cullen & Sons, Inc. !Janesville Division Phone: 608.754.6601 Fax: 608.754.9171 Cell: 608.751.6816 Page 2 of 2 From: Tim Bizjak Sent: Tuesday, October 12, 2010 1:11 PM To: 'Henriksen, Jeff S.'; 'Hutchison, Phil ;'Indusekar, B.'; 'Tim Horsfield ;'Steve Brown (City of Dubuque); ' cfirzlaf @cityofdubuque.org ;'ckohlman a cityofdubuque.org; 'Justin McCarthy (Straka Johnson)'; 'Ken Johnson (Straka Johnson)'; 'klbuesing @buesing.com ;'Thomas Larsen (Buesing)'; 'Anthony V. Manno'; 'Tim R. Paap';'Paul Hansen (KJWW)'; 'Joe M. Limke'; 'Paul C. Culver' Cc: Todd M. Brakob; Bronson R. Duhr; Lynn M. Tracy; 'Thielen, Ron'; 'Terry Brown' Subject: Dubuque Ramp - RFI #41 All, Attached is RFI #41. This was discussed with the group at the progress meeting this morning. This is URGENT, as we need to get going on the underground electrical. Thanks, Tim 10/28/2010 Tim Bizjak From: Thielen, Ron [rthielen @westphalec,com] Sent: Wednesday, September 22, 2010 8:33 AM To: Tim Bizjak Cc: Thielen, Ron Subject: PR 2 Parking Booth Conduit Rough In Attachments: PR 2 Parking Booth Rough In.pdf Additional cost - $3575.00 Cl� Ron Thielen V.P. Westphal & Company, Inc. P.563- 583 -5749 F.563- 588 -3202 C.563- 590 -1621 West hal d ct r1at eousErirt tie it 10/28/2010 Page 1 of 1 Estimate Detail- 10th St Park Ramp PR 2 Parking Booth Conduits etas - ¢ axes an nsurance , n trec osts are prea Estimator : Project Size : 0 SOFT ItemCode Descri•tion Total CONDUIT,FITTINGS, AND ACC MISCELLANEOUS 16980.002 Quazite Box 16980.102 Excavattng/Trench • Total MISCELLANEOUS Total Estimate uanti t UM Lab Unit Mat Unit CONDUIT,FITTINGS, AND ACC 16100.162 ELBOW - 3/4" • 28.00 EACH 326.388 16100.165 ELBOW- 1 -12' * 12.00 EACH 8.7349 851.281 16100.802 RIGID C LOCKNUT 3/4 "' 28.00 EACH 13.795 16100.805 RIGID C LOCKNUT 1 -12" • 12.00 EACH 50.894 16100.902 PLASTIC BUSHING 3/4" • 28.00 EACH 8.898 16100.905 PLASTIC BUSHING 1 -1/2 " 12.00 EACH 2.9116 24.126 16120.200 PVC SCHED 40 CONDUIT •••" 16120.214 COND IN SLAB - 3/4" 140.00 LNFr 1.4558 24.226 16120.215 COND IN SLAB - 1" 24.00 LNFT 1.7470 47.841 16120.217 COND IN SLAB -1 -12" 90.00 LNFr 2.6205 85.837 16120.262 ELBOW -3/4" 8.00 EACH 31.666 16120.265 ELBOW- 1 -1/2 "" 4.00 EACH 127.871 16120.302 PVC STAND COUPLING 3/4 "' 28.00 EACH 0.126 16120.305 PVC STAND COUPLING 1 -12"' 12.00 EACH 0.362 16120.326 PVC MALE ADAPTER 3/4" ` 28.00 EACH 5.8233 0.241 16120.329 PVC MALE ADAPTER 1 -12" • 12.00 EACH 8.7349 0.472 Unit Sub Unit Lab Total MaLTotal E• •.Total Sub.Total Tot.UnitCost TotalCost 91.39 104.82 102.15 3.86 6.11 2.49 34.94 2.90 203.82 33.92 41.93 11.48 235.84 77.25 2.53 5.11 3.54 4.35 163.05 6.75 104.82 5.66 889.22 359.50 3.264 91.39 17.248 206.97 0.138 3.86 0.509 6.11 0.089 2.49 3.153 37.83 1.698 237.73 2.225 53.41 3.479 313.10 0.317 2.53 1279 5.11 0.126 3.54 0.362 4.35 6.064 169.80 9.207 110.48 1,248.72 4.00 ea 116.4658 24.924 230.602 34.940 465.86 99.69 922.41 139.76 406.932 1627.73 60.00 Inft 2.3293 9.317 139.76 559.04 11.647 698.79 605.62 99.69 922.41 698.79 2,326.52 1 ,494.84 459.20 922.41 698.79 3,575.24 I:1MC2Net \estfles\Thielen \DBO 10th St Park Ramp PR 2 Parking Booth Condults.est Page 1 Coup ajor tem o e roups 9/22/2010 08:25 AM J.P. Cullen & Sons, Inc. REQUEST FOR INFORMATION 10th & Central Ramp -Fire Station Exp 041 - Cashier Booth Layout Desman Associates 20 North Clark Street 4th Floor Chicago, IL 60602 Attn: Jeffrey S. Henriksen Fax #: 312.263.8406 Answer: Tim Bizjak Phil Hutchison Desman Associates 10/20/10 Signed: Date: Job No: 5114 Date: 10/12/2010 RFI No.000 J.P. Cullen & Sons, Inc. cc: Jobsite Tim Bizjak 1 0/1 2/1 0 Signed: Date: 41 Answer Required: 10/14/2010 Information Requested: On sheet A -431, it shows the Cashier Booths. In discussion with Parking Systems, the Cashier Booth subcontractor, the layout of the cashier booths on sheet A -431, is off by 180 degrees. The transaction window should be located on the "Exit" lane side. This would mean that the underground conduit layout given in PR #2 is not correct, due to the hole provided in the booth for the electrical to tie into. Please provide a new underground conduit layout plan with the booth rotated 180 degrees. Attached is a drawing from Parking Systems, as well as the original underground conduit layout plan. Refer to the attached revised Proposal Request No 2 dated 10/20/10 and associated sketches. r (11_07 66 3/8" 2 Id HOLE IN SHELF (T?. 2) — 1 0 " — 6 CONDUIT ACCESS CUTOUT 1 L 39" IMPORTANT NOTE- VERIFY BOOTH OESIGN IS COMPATIBLE WITH ON SITE CONDITIONS FOR PROPER ACCESSIBILITY. 90 3/8" PLAN VIEW \\<.. ..,......... 1 NOTE : CLEAR OOCR OPENING O BE 32 —1 35" 60" N OURALUMINUM MODEL DAB868SL BUILDING NOTES : U 3 TOO AMP SINGLE PHASE 12 CIRCUIT LOAD CENTER W/MAIN BKR. 2 115V DUPLEX. 230V OUTLET 34 WATT SURFACE MTD. FLUORESCENT LIGHT w/ SWITCH 22" DEEP SHELF 8 3" OVERHANG EXTERIOR MEMBRANE ROOF 8 1- HEAVY DUTY ALUMINUM DOOR w/HALF GLASS AND ADA HANDLES * GLAZING— CLEAR TEMPERED GLASS * ALUMINUM TREAD PLATE FLOOR • UL LABEL FOR COMPUANCE WITH THE N.E.C. J FIN. CEILING FIN. FLOOR 1/4"1 Typical for both booths (JPC) 1 ELEVATION A STANDARD FEATURES DESIGNED INTO BOOTH TO MEET ADA GUIDELINES, 98 1/4' NOM. • MANEUVER VNTHIN BOOTH- 60" DIAMETER * DOOR CLEARANCES- 32" CLEAR OPENING, 1/2" HIGH THRESHOLD * SHELF- 32" A.F.F. * CASHIER WINDOW- 33" A.F.F. * CEILING HEIGHT- 80 "min. (ACCESSIBLE ROUTE TO BOOTH- BOOTH CAN BE DESIGNED TO MEET ON SITE CONDITIONS, EXAMPLE., DOOR LOCATION AND THRESHOLD HEIGHT) NOTES: SLIDING DOORS AVAILABLE BOTH SIDES- SUFFIX DSL CASHIER WINDOW AVAILABLE IN 000R- SUFFIX CSL SWING DOOR AVAILABLE IN REAR OF BOOTH- SUFFIX SW PORTA -KING BUILDING SYSTEMS 4133 SHORELINE DRIVE EARTH CITY, MISSOURI 63045 1 -800 -456 -5464 FAX 314- 291 -2857 www.portaking.corn TITLE DURALUMINUM MODEL DA8866SL *AIIIA.. Document G7O9TM — 2001 ork Changes Proposal Request PROJECT: (Name and address) ` City of Dubuque, Iowa 10'° & Central Parking.Facility -& Fire Headquarter Expansion OWNER: (1Vaine and address) City of Dubuque 50 West.'13!h :Street: _. Dubuque, IA 5200:1: • FROM ARCHITECT: (Nameand.address) Desman Associates -: : 20. North :Clark, 4t Floor Chicago,.IL.60602 TO CONTRACR: ;(Name and address) J.P. Cul TO ea & gins, Inc. 330 > tfoje tan Drive rie)ville, WI 53546 Please: submit an itemized proposal for clzapges n Contract Sum and Contract Time for proposerne to the Contract Documents described fiere ri Within ten (10 ) days, the Contractor must _sulimit his proposal or notify n w the Architect, i riting, of the da' bii�which proposal submission is anticipated. rvYk , DESCRIPTION: (Insert a written description of the Work) • THIS IS NOT A CHANGE ORDER, A CONSTRUCTION CHANGE DIRECTIVE ORA1 WORK DESCRIBED IN THE PROPOSED MODIFICATIONS. Refer te; ASK :102010 for revised entry/exit layout. Refer to ESK 102010 -1 and ESK 102010 -2 for empty conduit and:plll boxes required bythe_Owner's Parking Equipment Contractor at each entry/exit. Please provide pricing for items shown in exce :of.t he..Contract Documents. ATTACHMENTS: (List attached documents that support description) ASK 1020.10 :dated. 10 /20/10 ESK 1020:101 :dated 10/20/10 ESK 102010 -2 dated 10/20/10 REQUESTED BY THEiRGHITECT: (Signature) ARCHITECT'S PROJECT NUMBER: 50 -09164 (Printed name and title) PROPOSAL REQUEST NUMBER: 2 REVISED Oct4be12O 2010 DATE OF ISSUAi:� E September 17, 2010 CONTRACTX0 :' Construction CONTRACT DATE: July, 20, 2010 OWNER El ARCHITECT ICI CONSULTANT CONTRACTOR RI FIELD 23 OTHER .0 1RgCTION TO PROCEED WITH THE Jeffrey Henrikse f Associate Vice President CAUTION; You should sign an original AIA Contract Document, on which this text appears in RED. An original assures that changes will not be obscured. AIA Document G709TM -2001. Copyright ©1970, 1993 and 2001 by The American Institute of Architects. All rights reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. Purchasers are permitted 10 reproduce ten (10) copies of this document when completed. To report copyright violations of AIA Contract Documents, e-mail The American Institute of Architects' legal counsel, copyrighl@aia.org. m UP he =mil it ∎I I I Ii MMill CNN .6E6 PAY 1N UNE STATION 8 I _ i ' AN ANTENNA gown° (In..) cra (11P.) 1121TET DISPENSER LOOP (ww. F r- 6' -0 2-1 1/2' WEST ENTRY /EMIT — ENLARGED PLAN scae: 1/e. I • VAN O EAST ENTRY /EXIT — ENLARGED PLAN SCALE' 1 /A'.1' -0" NoNili room Ant ANANNA ASK- 102010 WV WWNM .w a�m.IaW JP 0 2 1 CARD READER \ PAY IN LANE \ STATION Nevin 1:11.11 Nap.. le...J.1 ES}( 102010-1 dated 10/20/10 r - GATE (TYP.) AVI ANTENNA ABOVE (TYP.) TICKET DISPENSER WEST ENTRY/EXIT - ENLARGED PLAN SCALE: 1 /4"= 1 '-0" ORT ESK 102010-2 dated 10/20/10 - tri1-10#1 Q-14111 __.O.A.taz.rit. box, 0) t'7. C. Fkom. 6t.w.goom 12: Cgw44.1t. 1 146.54 ex+oul N_Etta14.1 _ (I) I" to Er-0 0:^4 1 _ Boy, TA, C6ta. IOB ONobuil° A45 &wft t' +Q EO Owl • 0) 1 / 4 2-7 " C. TO V-r4+ C CO I C. / erk. - ' 1 . 3 w+i- "Li) Emt &OM. (1 ) ritiant Tic..tiazr 6 1" : factry‘ EArh?-1 LtOP 2.) (n L Cabm. 601.-ta ft, nkc.i-i LooP &Pi Z) 11) 1 * C f,t EN-ozy 4r+T 4 Tb ler?. L.. PI Ekmz v (1) V n n Are t. L (1) 1 fito 'h L. 1.1) 5 19 ° e- 4p1 1 - 1•0 jq /1) 3 1 , 1 j caanit4 P 1 L - b E4It 64-fq. 11') 5 14 'T‘416aT 14644-, N14,..rut1 * Lig T 4034? Atl / (1 3 14 C.. I2bMJL 1T.L.K.Alt r ,hac, "kt. CalLIAttsU LLP rt) c LOG n_ AV / 10/11/2010 Desman Associates Attn: Jeffrey S. Henriksen 20 North Clark Street Chicago, IL 60602 Fax: 312.263.8406 Re: 10th & Central Ramp -Fire Station Exp RQ #005 - RFI 23 Response We are pleased to submit our quotation in the amount of ... $ 3311 for the above referenced proposal request. Attached is an itemized cost breakdown for your review. Upon acceptance, please notify us by written change order. Should you have any questions, please advise. Additional remarks: See response from Desman for RFI #23 dated 9/17/10. Sincerely, J.P. Cullen & Sons, Inc. Tim Biziak cc: Job, File General Contractor Since 1 892 www.jpcullen.com f_pco_05 DESCRIPTION QTY UNIT U/P Labor U/P Material U/P Equip U/P Subcontr JPC Work: 1 LS $1,299.00 1,299 652 652 91 91 0 Rockford Fab 1 LS 0 403 403 0 0 1 LS 0 0 0 0 1 LS 0 0 0 0 1 LS 0 0 0 0 1 LS 0 0 0 0 1 LS 0 0 0 0 1 LS 0 0 0 0 1 LS 0 0 0 0 1 LS 0 0 0 0 1LS 0 0 0 0 1 LS 0 0 0 0 SUBTOTAL $1,299 $1,055 591 $0 PTI (38.5 %) $500 Tax Exempt 50 $0 Tax (7 %) - for misc purchases $0 56 SUBTOTAL. 51,799 $1,055 $97 Overhead & Profit (10 %) 5180 $105 510 SUBTOTAL $0 Subcontractor Fee (5 %) S0 J.P. Cullen & Sons, Inc. P.O. Box 1957, Janesville, Wisconsin 53547 Job Number: Project: RQ #: Other Reference: Date: Description: SUBTOTAL 5114 Dubuque Parking Ramp & Fire Station 005 RFI #23 10/11/2010 See response to RFI #23 $1,979 $1,160 5107 Bond & Insurance 2% 50 Total 53,246 565 Grand Total: $3,3111 198 Character Rpt w/M HR- Dubuque Parking Ramp - RQ 05 /RFI #23 Detail - Without Taxes and Insurance Estimator : Project Size 166168 SQFT Sect Sub Elem ItemCode Description UM Quantity Crew Production Prod.UMot Hrs Lab.Unit Mat.Unit Eqp.Unit Sub.Unit Lab.Total Mat.Total Egp.Total Sub.Total ToLUnitCost TotalCost I CONCRETE FINISHING CONCRETE FINISH 7 P 312 0301.040 RUB CONC COLUMN Total CONCRETE FINISH ' Total CONCRETE FINISHING FORM WORK FORM WORK 7 P 312 0311.613 FORM COL 18.00 186 SQFT 140.72 C315 400.00 DAY 7.45 1.72 0.300 0.155 242 42 22 2.17 306 7 P 312 0311.615 FORM COL 20'0" 106 SQFT 146.64 C315 400.00 DAY 7.77 1.72 0.400 0.155 252 59 23 2.27 333 7 P 312 0312.500 CHAMFER STRIP LNFT 143.68 C311 1,800.00 DAY 3.19 0.69 0.150 0.035 99 22 5 0.87 125 •' Total FORM WORK 18.41 592 122 49 764 Total FORM WORK 18.41 592 122 49 764 REINFORCING STEEL RE -BARS 7 P 0324.997 REBAR ERECTION TONS 0.46 C322 3.25 DAY 5.66 567.04 16.911 261 8 583.95 269 7 P 0324.998 REBAR HOISTING TONS 0.46 C322 35.00 DAY 0.53 52.65 1.570 24 1 54.22 25 7 P 0324.999 REBAR TIE WIRE &BRICK TONS 0.46 40.000 18 40 00 18 " • Total RE -BARS 6.19 285 18 9 312 • Total REINFORCING STEEL 6.19 285 18 9 312 CAST -IN -PLACE CONCRETE CAST -1N -PLACE CONCRETE 7 P 312 0331.600 "CONCRETE IN COLUMNS" 7 P 312 0331.632 5000 PSI W /CRANE CUYD 5.40 C230 60.00 DAY 4.03 22.70 92.000 3.313 123 497 18 118.01 637 •• Total CAST -IN -PLACE CONCRETE 4.03 123 497 18 637 Total CAST -IN -PLACE CONCRETE 4.03 123 497 18 637 Total Estimate 37.25 1,299 652 91 2,042 U: \0perationslEstimatinq\MC2Files \4977 Dubuque Parking Ramp REBID 29Jun10 \Quotes \RQ 05\RQ 05.est Page 1 SQFT 287.36 C276 1,200.00 DAY 8.62 1.04 0.050 0.053 299 14 15 8.62 299 14 15 8.62 299 14 15 G roup 1: Major Item ode ro ups Group 2: Minor ItemCode Groups 1 14 329 329 329 10/11/2010 04:53 PM ROCKFORD Fabricators, Inc. a Harrismilar company CONTRACT CHANGE ORDER To: J.P. Cullen & Sons CC: Attn: Tim Bizjak Attn: Email: tim.bizjak @jpcullen.com Email: From William Kapfer — Rockford Fabricators, Inc. Date: September 27, 2010 Re: RFI No. 00023 CUSTOMER CHANGE ORDER: Job Name: 10 & Central Parking Facility— Dubuque, IA Job Number: 15303189 The following is a change to our contract: RFI No.00023 provides reinforcement needed for stub columns at the roof located at 'B.3-1' and 'A.6 -9'. Black - 782 lbs. @$0.40/Ib = $312.80 Epoxy - 138 lbs. @$0.65/Ib = $89.70 Total weight for this change is 920 lbs. Total detailing time for this change is 0 hrs. Accessories are included in the change? yes no X . Delivery charges apply to this change? yes no X . Rebar $ 402.50 Detailing $ Accessories $ Delivery $ * Price is good for steel shipped within 30 days. *Total $ 402.50 SALES TAX NOT INCLUDED Accepted Company Name Dale 6448 Irene Road CBS1 Belvidere, Illinois 61008 ; — www,rockfordfab.com MEMBER Change orderntainber: RCO -2 Phone: 815 - 647 -8998 Fax: 815. 547 -0727 info @rockfordfab.com J.P. Cullen & Sons, Inc. REQUEST FOR INFORMATION 10th & Central Ramp -Fire Station Exp 023 - .Columns at 8.3/1 and A.6/9 Desman Associates 20 North Clark Street 4th Floor Chicago, IL 60602 Signed: Answer: Tim Bizjak Date: • '7 P. Cullen & Sons, Inc. cc: Jo•.ite Signed: Phil Hutchison Desman Associates 9/17/10 Date: Job No: 5114 Date: 9/17/2010 RFI No.00024 ;3 Attn: Jeffrey S. Henriksen Answer Required: 9/24/2010 Fax #:312.263.8406 Information Requested: On sheet S -205 there appears to be stub columns at B.311 and A.6/9 grids, but the size and rebar information could not be located on the Column Schedule, Are these stub columns needed, and if so, please clarify size and rebar requirements. Stub columns B.3/1 and A.6/9 are required to back up the precast facade that extends above roof level. See attached SSK 091710 for size and reinforcing. m O.H. I ti I I II rf ti y °@ 1 e 20 OF LEVY 'L FZ■9 /it/ ,P ,W A 6 pa/6' . 5 206 AS SHOWN OP. HAND \— ROOF P.T. SLAB SET VERT. BARS AT TOP OF SLAB o / Z. C • 5 C ftS O IiL,c ,eEF• Pca9y' 5• you 6 -0.5_0 uw. TEIMOAS ENEMY :PACED AS SHOWN OP. HAND FOR BEAM �REIDIF. AND P.T. TENDONS SEE SCHEDULE COL TIES F 4" WITHIN BM. COL. JOINT ONLY, SEE NOTE 12, PLACE 34/4 TIES l;2 "O.C. AT TOP OF UPTUR @EAM 0 9i7/0 .DB5A99iv /9.5.ac. 7V : IOr //cy' cEnl74/94 P ,RI,eA' ,P/IT t 09 -�b ( 1...ww. MXK 9t1 bd T GL _— - = �a � r @tc m O.H. I ti I I II rf ti y °@ 1 e 20 OF LEVY 'L FZ■9 /it/ ,P ,W A 6 pa/6' . 5 206 AS SHOWN OP. HAND \— ROOF P.T. SLAB SET VERT. BARS AT TOP OF SLAB o / Z. C • 5 C ftS O IiL,c ,eEF• Pca9y' 5• you 6 -0.5_0 uw. TEIMOAS ENEMY :PACED AS SHOWN OP. HAND FOR BEAM �REIDIF. AND P.T. TENDONS SEE SCHEDULE COL TIES F 4" WITHIN BM. COL. JOINT ONLY, SEE NOTE 12, PLACE 34/4 TIES l;2 "O.C. AT TOP OF UPTUR @EAM 0 9i7/0 .DB5A99iv /9.5.ac. 7V : IOr //cy' cEnl74/94 P ,RI,eA' ,P/IT t 09 -�b 10/20/2010 Desman Associates Attn: Jeffrey S. Henriksen 20 North Clark Street Chicago, IL 60602 Fax: 312.263.8406 Additional remarks: Sincerely, J.P. Cullen & Sons, Inc. cc: Job, File General Contractor Since 1892 Re: 10th & Central Ramp -Fire Station Exp RQ #006 - PR #3 Changes tin ;n `� n www.jpcullen.com We are pleased to submit our quotation in the amount of ... $ 0 for the above referenced proposal request. Attached is an itemized cost breakdown for your review. Upon acceptance, please notify us by written change order. Should you have any questions, please advise. See attached description of work for PR #3 from Desman dated 9/21/10. I_pco_05 o.m tp , em� Work Changes Proposal Request PROJECT: (Name and address) City of Dubuque, Iowa 10'h & Central Parking Facility :& Fire Headquarters Expansion OWNER; (Name andaddress) City of Dubuque 50 West 13t`:Street Dubuque, IA 52001 FROM ARCHITECT: (Maine' and address) Desrrtan Associates 20 North Clark, 4t Floor Chicago, IL•60602 DESCRIPTION: (insert a written description of the Work) See page 2. for description. REQUESTED BY THE'ARGHITECT: I (Signature) Document G709Tt -2001 Please submit an itemized proposal for cha':azs'iin`the Contract Sum and Contract Time for proposed'Inodifrctitions to the Contract Documents described herein`'i;Within ten (10 ) days, the Contractor must subnuut; this proposal or notify the Architect, in writing, of the da[ olrwhich proposal submission is anticipated. THIS IS NOT A CHANGE ORDER, A CONSTRUCTION CHANGE DIRECTIVE ORRRIfRfn.CTION TO PROCEED WITH THE WORK DESCRIBED IN THE PROPOSED MODIFICATIONS. ATTACHMENTS: (List attached documents that support description) PROPOSAL REQUEST NUMBER: 3 " I e DATE OF ISSUAN "septernber 21, 2010 CONTRAtI`AOR Construction CONTRACT DATE: July, 20, 2010 ARCHITECT'S PROJECT NUMBER: 50 -09164 TO CONTRACTOR::( Name and address) tr ., J.P. n Culle.& ams S • k - %ia. R 1 Inc. 330 E°r =De)avan Drive At e' vine WI 53546 r .. (Printed name and title) Jeffrey Henriksen; <Associate Vice President OWNER IN ARCHITECT gl CONSULTANT it CONTRACTOR SCI FIELD I OTHER .0 CAUTION: You should sign an original AIA Contract Document, on which this text appears in RED. An original assures that changes will not be obscured. AIA Document 0709TM_ 2001. Copyright ©1970, 1993 and 2001 by The American Institute of Architects. All rights reserved. WARNING: This MA Document is protected by U.S. Copyright Law and international Treaties. Unauthorized reproduction or distribution of this AIA Document, or any portion of It, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. Purchasers am permitted to reproduce len (10) copies of this document when completed. To report copyright violations of AIA Contract Documents, e-mail The American Institute of Architects' legal counsel, copyright @aia.org. WORK CHANGES PROPOSAL REQUEST #003 Page 2 September 21, 2010 City of Dubuque, Iowa 10'n & Central Parking Facility & Fire Headquarters Expansion CHANGES TO DRAWINGS: 1. Drawing M500: Revise CU -7 and CU -8 in the CONDENSING UNIT /HEAT PUMP SCHEDULE to the following. a. Electrical Volt- Phase: 208 -1 b. MCA Amps: 12 c. MOCP Amps: 20 d. Manufacturer: Trane 4TTB4030EI 2. Drawing M500: Revise BCU -I and BCU -2 in the BLOWER COIL UNIT SCHEDULE — HYDRONIC to the following: a. SEER: 16 3. Drawing E 102: Revise CU -7 and CU -8 home runs from three hot, one neutral, and one ground to two hot and one ground. 4. Drawing E500: Revise circuits P2 -7 and P2 -13 feeding CU -7 and CU -8 to the following: 20A /2P breaker and 1.8 KVA. END OF WORK CHANGES PROPOSAL REQUEST #003 10/20/2010 Desman Associates Attn: Jeffrey S. Henriksen 20 North Clark Street Chicago, IL 60602 Fax: 312.263.8406 Re: 10th & Central Ramp -Fire Station Exp RQ #007 - RFI 24 Response We are pleased to submit our quotation in the amount of ..., $ 0 for the above referenced proposal request. Attached is an itemized cost breakdown for your review. Upon acceptance, please notify us by written change order. Should you have any questions, please advise. Additional remarks: See response to RFI #24 from Desman dated 9/22/10. Sincerely, J.P. Cullen & Sons, Inc. cc: Job, File General Contractor Since 1892 www.jpcullen.corn l_pco_05 „a . Cullen & Sons, Inca REQUEST FOR INFORMATION 10th & Central Ramp -Fire Station Exp 024 - Signage Questions Desman Associates 20 North Clark Street 4th Floor Chicago, IL 60602 Signed: 42.1 Tim Bizjak , J.P ullen & Sons, Inc. Answer: Signed: Phil Hutchison Desman Associates Date: 9/22/10 Job No: 5114 Date: 9/20/2010 RFI No.0000 gq Attn: Jeffrey S. Henriksen Answer Required: 9/27/2010 Fax #:312.263.8406 Information Requested: In review of the signage drawings (SP101 - SP106), I have the following questions: 1) Does code require a sign on the Elevator Equipment Rooms? See rooms 703 and 705. These rooms are not called to get a sign on the drawings. If so, please clarify sign type. 2) Does the Electrical Room 505 and the IDF Room 504 (on the 5th level) require signage? These rooms are not called to get a sign on the drawings. If so, please clarify sign type. 3) Sheet SP -105 does not call out a sign for the "Water Room ". Is a sign needed for this room? If so, please clarify sign type. Date: 9/7, 07/0 cc: Jobsite 1) Add "Elevator Equipment Room" sign to door at rooms 703 and 705. Match detail D1 /SP -105. 2) Add "Electrical Room” sign to door at room 505 and "IDF Room" sign to door at room 504. Match detail D1 /SP -105. 3) For "Water Room" sign on door at room 110, match detail D1 /SP -105. 10/20/2010 Desman Associates Attn: Jeffrey S. Henriksen 20 North Clark Street Chicago, IL 60602 Fax: 312.263.8406 Re: 10th & Central Ramp -Fire Station Exp RQ #009 - RFI 26 Response We are pleased to submit our quotation in the amount of ... $ 3189 for the above referenced proposal request. Attached is an itemized cost breakdown for your review. Upon acceptance, please notify us by written change order. Should you have any questions, please advise. Additional remarks: See response to RFI #26 from Desman dated 9/22/10. Sincerely, J.P. Cullen & Sons, Inc. cc: Job, File ks fiJ J Y9 c ` General Contractor Since 1892 www.jpcullen.com f.yco_05 DESCRIPTION QTY UNIT U/P Labor U/P Material U/P Equip U/P Subcontr JPC Work: 1 LS $883.00 883 21 21 26 26 0 Rockford Fab 1 LS 0 1,569 1,569 0 0 1 LS 0 0 0 0 1 LS 0 0 0 0 1 LS 0 0 0 0 1LS 0 0 0 0 1 LS 0 0 0 0 1 LS 0 0 0 0 1 LS 0 0 0 0 1LS 0 0 0 0 1 LS 0 0 0 0 1LS 0 0 0 0 SUBTOTAL $883 $1,590 $26 $0 PTI (38.5 %) $340 Tax Exempt $0 $0 Tax (7 %) - for misc purchases $1 $2 SUBTOTAL $1,223 $1,591 $28 Overhead & Profit (10 %) $122 $159 $3 SUBTOTAL $0 Subcontractor Fee (5 %) $0 J.P. Cullen & Sons, Inc. P.O. Box 1957, Janesville, Wisconsin 53547 Job Number: Project: RQ #: Other Reference: Date: Description: SUBTOTAL 5114 Dubuque Parking Ramp & Fire Station 009 RFI #26 10/20/2010 See response to RFI #26 $1,345 $1,751 $31 $0 Total $3,126 $63 Bond & Insurance 2% Grand Total: $3,1891 198 Character Rpt w /MNHR Detail - Without Taxes and Insurance Estimator Project Size : 166168 SOFT Sect Sub Elam ItemCode Description UM Quantity Crew Production Prod.UM'ot Hrs Lab.Unit Mat.Unit Egp.Unit Sub.Unit Lat.Total Mat.Total Egp.Total Sub.Total Tot.UnitCost TotalCost REINFORCING STEEL RE -BARS P 0324.900 INSTALL COUPLERS UNIT 72.00 C322 200.00 DAY 14.40 9.21 P 0324.997 REBAR ERECTION TONS 0.35 C322 3.25 DAY 4.36 567.04 P 0324.998 REBAR FIOISTING TONS 0.35 C322 35.00 DAY 0.40 52.65 P 0324.999 REBAR TIE WIRE 8 BRICK TONS 0.35 •• Total RE -BARS • Total REINFORCING STEEL Total Estimate U:1Operations \Estimating \MC2Filesl4977 Dubuque Parking Ramp REBID 29Jun101Quotes\RQ 091RQ 09.est - Dubuque Parking Ramp - RQ 09 /RFI #26 19.16 19.16 19.16 0.100 40.000 0275 16.911 1.570 663 7 20 201 6 19 1 14 883 21 26 883 21 26 883 21 26 Group 1: Major ItemCode Groups Group 2: Minor ItemCode Groups 9.59 690 583.95 207 54.22 19 40.00 14 930 930 930 Page 1 10/20/2010 10:46 AM 6448 Irene Road Belvidere, Illinois 61008 www.rockfordfab.com ROCKFORD Fabricators, Inc. a Harrisaatm company To Attn: Email: From: Date: Re: CONTRACT CHANGE ORDER J.P. Cullen & Sons Tim Bizjak tim.bizjak @jpcullen.com William Kapfer – Rockford Fabricators, Inc. October 12, 2010 RFI No. 00026 CUSTOMER CHANGE ORDER: Job Name: 10 & Central Parking Facility– Dubuque, IA Job Number: 15303189 The following is a change to our contract: RFI No.00026 provides a detail for a concealed beam within the stair landing for 2 #6 top and bottom. My marked -up shop drawings from the engineer changed the quantity to 3 #6 top and bottom. This includes form savers from the elevator shaft walls. Deduct 156 Ibs uncoated: Deduct 84 Ibs epoxy coated: Add 523 Ibs uncoated: Add 424 Ibs epoxy coated: C ° Add uncoated couplers: 1,6 — Add epoxy coated couplers: ($62.40) ($54.60) $209.20 $275.60 $418.08 $707.88 CC: Attn: Email: Total weight for this change is 707 Ibs. Total detailing time for this change is 1 hrs. Accessories are included in the change? yes X no . Delivery charges apply to this change? yes _ no X . * Price is good for steel shipped within 30 days. Accepted Company Name Date CHM MEMBER Rebar $ Detailing $ Accessories $ Delivery $ Change older nu hen RC O -4 367.80 75.00 1,125.96 *Total $ 1,568.76 SALES TAX NOT INCLUDED Phone: 816547.8998 Fax: 815547 -0727 Info @rockfordfab.com Mahinder Bhinder Desman Associates 9/22/10 J.P. Cullen & Sons, Inc. 10th & Central Ramp -Fire Station Exp 026 - Concrete Stair Support Desman Associates 20 North Clark Street 4th Floor Chicago, IL 60602 Attn: Jeffrey S. Henriksen Fax #:312.263.8406 Signed: Information Requested: On structural drawings for the concrete stairs, see 3/S -501 for the Southwest and 3/S -511 for the Northeast. In the clouded area shown on the attached sketch, is there any support for the landing of the stair required? This would be typical at each floor level. Drawings currently do not call for anything. Please advise. Signed: , Tim Bizjak Date: Answer: •-ri.isa A COM CF.E.M -• .> <; i 'i % ` ).CJA --L 111 cr.-144-'7.0g: 3 °° 1a4)-i'Atzlf 7 2ty J.P. Cullen & Sons, Inc. cc: Jobsite 1 x!.34 I s e 14.: IA WE Pi -Vet, : r ' € -M -50 -t,/i✓•;.f ( ( �- g°43 CLAP L'�+' LA -t-ttF a REQUEST FOR INFORMATION Job No: 5114 Date: 9/21/2010 RFI No.000 1 Answer Required: 9/28/2010 Fp (iit`r ter 142 -tea C2PNC- tee) rr 'MMJ, . r 11;_07 .7 14' I 5 Eja 5"4, TEMP IENDONS A NLY SPACED ;;;E o hn t: Y o s I p r A L ED "NooNt IQ: / 4 I 1311 I J I - • • Ily" I ' < 1 I 8- Sl- 1( 'J 1 I_Ir> - ‘,,x " < ,, ss / ''' f`t-1'• -,-' I 1 I l ,x. ,,„,, -, / 1 .111?9, ic„ -s, /33f, 3 RAMP UP >> 19P 1 U.N.O. I:1 • "1,1 ▪ • 1 / I /1 1 ,,i ... ,•.. , ,, • I . , ,, „,• - i W 44: ,/ ' /' ,/' 14;1 1 1 1 ' i / .. I .ri it.y SEL NOTE 51 THIS •WC lr U 1;4 A 1 V-0"it MI 1 , 11 3.1 ;•<, X ‘,‘ &111 ssl, 1111111 SLOPE D0' (IV 1), 4. J1 RI, N.0 0(03 (0440 4(901 04490 4400 4400. 9/S4400( L. L. 00" T9P. LI 0.0 POST- fPNGIONIN0 Trunoms Aram c 0051NATF9 1 §.! k" 00' 4. I 1 H RAMP DOWN T1 II c 5.1. 1 1 pi I TYP VICO 1 099. 000. 1;2 37C —1117 00' .D. OE" ■ SLAB REINFORCING SCHEDULE. 100ER ENTIRE Pal 1 r /T - 1171 5 .Y-Y r;\ • 5-0 s"4 010P TO:CONS EVENLY SPACED 67 (6) 0 I 10/25/2010 J.P. Cullen & Sons, Inc. Attn: Tim Bizjak Fax: Additional remarks: Sincerely, Desman Associates / 1 1 9( Tim Bizjak R.A. E -mail jhenriksen @desman.com cc: Job, File 3 -, acs i General Contractor Since 1892 20 North Clark Street 4th Floor Chicago, IL 60602 Re: 10th & Central Ramp -Fire Station Exp RQ #013 - RFI #43 Response Phone: 312.263.8400 Fax: 312.263.8406 See REVISED response to RFI #43 from Desman dated 10/20/10. www.jpcullen.com We are pleased to submit our quotation in the amount of ... $ 10686 for the above referenced proposal request. Attached is an itemized cost breakdown for your review. Upon acceptance, please notify us by written change order. Should you have any questions, please advise. r_pco_05 DESCRIPTION QTY UNIT U/P Labor U/P Material U/P Equip U/P Subcontr JPC Work: 1 LS 0 0 0 0 Parking Systems 1 LS 0 0 0 9,978 9,978 1 LS 0 0 0 0 1 LS 0 0 0 0 1 LS 0 0 0 0 1 LS 0 0 0 0 1 LS 0 0 0 0 1 LS 0 0 0 0 1LS 0 0 0 0 1 LS 0 0 0 0 1 LS 0 0 0 0 1 LS 0 0 0 0 SUBTOTAL $0 $0 $0 $9,978 PTI (38.5 %) $0 Tax Exempt $0 $0 Tax (7 %) - for misc purchases $0 $0 SUBTOTAL $0 $0 $0 Overhead & Profit (10 %) $0 $0 $0 SUBTOTAL $9,978 Subcontractor Fee (5 %) $499 J.P. Cullen & Sons, Inc. P.O Box 1957, Janesville, Wisconsin 53547 Job Number: Project: RQ #: Other Reference: Date: Description: SUBTOTAL 5114 Dubuque Parking Ramp & Fire Station 013 RFI #43 10/20/2010 See REVISED response to RFI #43 dated 10/20/10. $0 $0 $0 $10,477 Total $10,477 Bond & Insurance 2% $210 Grand Total: 510,6861 October 25, 2010 Mr. Tim Bizjak J.F. Cullen & Sons, Inc. Dear Mr. Bizjak: Below is what the city has requested in changes to the two booths at 10th & Central, parking structure, Dubuque, Iowa. (A) Iowa State approval cost removed - Deduct: $1595.00 (B) Add Aluminum interior panel finish ceiling & wall (over drywall) .625 tinted, insulated tempered windows, R -13 insulated walls, ceiling and floor (C) Interior height to be 90" as required by Iowa, therefore overall height will be approximately 98 -1/4" Roof mounted A/C with wall mount T -Stat and wall mounted heater with intregal T- Stat in lieu of programmable - Added: $6272.00 (D) Adhered brick starting-4 -1/4" above bottom of booth so as to fit into pocket to be poured. Brick is of manufacturing requested. Add for two booths: $5301.00 Enclosed are two approval drawings. Sincerely, Larry A d Landi s LAL, /me Enc. PARKING SYSTMS INC. Fax:847- 895 -0816 Oct 25 '10 10:22 P.01 TOTAL ADDED FOR CHANGES A -B -C & D: $9978.00 PARKING SYSTEMS, INC P. O, Box 72031 - ROSELLE. IL 60172 • (847)891-3819. FAX (847) 895 -0816. 1 800 - 582 -4918 WWW.PARI<ING- SYSTEMS.COM DRAIN SCUPPER (T.P. 2) 66 1/2" 2'I]Ik Ti6`E RC S1:EFF (r r. z) 0 � j Cl 0 0 2 1/2" 6'02' CONDUIT O 19' ACCESS CuTIYJI S9' PLAN VIEW DLLRAWMINUN MODEL DASISSE:SL, BUILDING NOTES: 35" NOTE : (4) AWN_ ANCHOR TABS SHAPED LOOSE, FOR ATTACHMENT ON SATE_ BUILDING STRUCTURAL 1.1PRTL;f1T NOTES : - CORNERS TO BE 2 7/11 "x 2 7 /8"x 1/4" ALUTA. - INTERMEDIATE TEES TO BE 3"x 4 1/4' ALUM. 100 PadP, THREE PHASE 27 CIRCUIT LOAD CANTER w/ MN BREMER AND LOCSCASLE COVER 115V DLPLEX OUTLET 230V 20A SINGLE OUTLET 23a' 4000 VIA WALL MOD. HEATER (WIRED DIRECT) 115V 13500 BTU ROOF MTD. A/C IV /REMOTE T - STAT 34 WATT SURFACE MID. FLUORESCENT LIGHT w/ SVWTCH 2r DEEP PLASTIC LAM. 'WALNUT" 5 4"x4' J -B0X W /1" alRFACE JTD. EM AND PULL WIRE (QTY 5, ADVISE LOCATION) ' 3" OVERHANG EXTERIOR MEMBRANE ROOF g 90" INTERIOR HELGHL * 1 - HEAVY DUTY ALUMINUM DOOR 3072 w/TRAKSACIICN VOW, HDOKBCLT DEADLOCK, AND ADA HANDLES • 1- 24 "H TRANSACTION WINDOW IN WALL « GLAZING- 5/8" GRAY TINTED INSULATED TEMPERED • INSULATION- WALLS. FLOOR, AND CEILING R - ADE'ERED BRIC< EXTERIOR BELDW SILL- ADIVSE COLOR • ALUMINUM OAR DRYWALL INTERIOR FINISH. WALL AND CEILNG • ALUMINUM 1READPLATE FLOOR A UL CER11F1CATON FOR CEA1PUANCE W1H THE NEC TT£SE DRAINS MO WEEF1CA11UN5 HOE BEEN MIDUCED IN AMMO ANZE WIN POBTA -BNG'S PROPO•S& MD 1HE PRWCDL MACH. THE PRO.E4.7 WU. BE NAUSFASTURED ff AVCOMANOE TO THIS INKRIMT221 AS SMUTTED- TM ¢•+, OI2- ff' BUIWIN3 P210aT5 AVfI 2014PIJANEEE 'MTh APFF2OR2410E I1IILDINC3 CODES 6 MDT TFC RESPCNSIBIUIY Df PL4i1A -KNIL an IS THE REI ONSINLIN OF TIE FVW,..N,1SEA OF 111E MOM O APPROVED AS SUBMITTED, RELEASE FOR MANUFACTURING ❑ APPROVED AS NOTED, RELEASE FOR MANUFACTURING ❑ REVISE AND RESUBMIT SIGN DATE 09 7/16" OVERALL U5R /S HEIGHT HEIGHT SCALE • • bB (ACQ5S92) 54-1 /16" L, 117-E FRE STATION PARKING RAMP DUBUQUE, IA GUTTER FASCIA / A .D EN A M:MNE INSULATED ALUTAV&Si P»4DL W- TE ORY.YAL W/OLMEOND ENS. AJ111. 1 5/8 "R 4 ALUMINUM ANISE TOP FRAME GLA2NG AUMNUN YaIDDw FRAME 3/4 ADVAN7ED' -I Y POLl1SO2VAM.RATE INBULAnoN 1/2' TRY't4 W/DIM/CNB EME. AWN. � ALUMNIBI TREEf'LAIE 1/2' FLOOR 7 - (2 LAVERS, 3/4' C52) POLYWSSCYANIIRAIE IMOLA:TM 3 1/2"x 4'T Al u1A1U.&A CHONIEL BASE FRAME WALL SECTION DETAIL 0.5 PORTA -KING BUILDING SYSIEUS 4133 SHORELINE DRIVE EAR11-1 CITY. MISSOURI 63045 1 -B00 BUILDING 314 - 291 -4250 FAX ]1L. -29I -2657 PAR KING SYSTEM 5, INC. MODEL DA88E.6SL DRAM BY KCD DATE 1U -22 -10 Fif ■4■Y]) St LET 1 OF 2 r111=111•111l11=1•1111111111MMlNIU! • II1111111■1•11111111111111I••r•■r �lr�tllFiltl�l�� ! !imiim!!!mii!!mi IS!!IIMMII•1•11111•!!! i!I•■1•11•1•11111M11111•l1M! !— !!!!!!!!- 1 1 1111111111E1111111 11111 1IIIIIIIIIIIIIII[I IIIII ELEVATION A 3S 5/16' zs. 99 7/18' 1 11 It I 1 I ELEVATION B AND 0 E I I I I I I I I l I I 1 1 1 1 J 1 1 L 1 1 1 1 1 1 1 1 1 II ADHERED BRICK 4 1/2' SIG( : DATE • NOTE = S ADHERED BRICK 4. 1/2' FROM BOTTOM OF BOOTH. @OWN IMLL BE INSTALLED• 114 A RECESS. 1HESE Df POKs kia 9?EGF1CATIONS HIM BEEN PRCOICC&f IN Ar.00 CAKE Y(lt FORTA -KIILS PROPOSAL AND SEC' Pft3.ECT DESID . THE PAGE= I1u. fIE N IANUFACTINEWI IN ACLTSDAVEE 7O 11.E IIWORNA11014 45 S1a10'I170. TM =COONS CF9W21I1 ■ERNfiS M9 C PVNCE IIfIH APPRLIPRPATC MIMS CODES S NQf 111E FIESPCPPS'JLJTY OF POR -PORC PUT IS IHE RES°EMBIIIr OF T{£ PURCHASER CC THE B]ILDF4G f] APPRO/D AS SMJEW - FED, RELEASE FOR & 4UFACTURING APPRO E1 AS NOTED. RELEASE FOR lakAPOFACTURING OREVIS€ AND RE: JBWT SOS N° (AfOS892) ELEVATION C a4•a4o PORTA -KING BU LEAN G SYSTEMS 4133 Sk OPflIT€ DRIVE EARTH CITY. MISSOURI 63045 1- 890.- 3IJ1LOING 314- 291 -4200 FM 314- 291 -2957 mrtE FIRE STAllON PARKING RAMP PARKING SYSTENS. INC. DUBUQUE, IA MODEL DA8866SL DFIANN ifY KCD DATE I CI- 22 -?CI RENPSfl BO' FIN. CB LNG FIN. FLOOR 5 /B' SHEET 2 CF 2 J.P. Cullen & Sons, Inc. REQUEST FOR INFORMATION 10th & Central Ramp -Fire Station Exp 043 4 Cashier Booth Questions Desman Associates 20 North Clark Street 4th Floor Chicago, IL 60602 Answer: Signed: ✓'� Tim Bizjak . Cullen & Sons, Inc. cc: Jobsite Tim Paap KJWW Justin McCarthy Straka Johnson Architects Phil Hutchison Desman Associates Date: /01 0. REVISED 10/20/10 Job No: 5114 Date: 10/14/2010 RFI No.000 qq, REVISED 10/20/10 Attn: Jeffrey S. Henriksen Answer Required: 10/21/2010 Fax #:312.263.8406 Information Requested: See the attached questions from Porta -King, the Cashier Booth manufacturer. Please advise on the 3 questions. Also attached are email correspondence the pertain to these questions. A) Yes provide two (2) cashier operating windows per booth. (Desman Response) B) A standard 100A load center is acceptable instead of the NQOD panelboard that was specified. The load center does not need a main breaker. Provide enough circuits for the equipment that is being provided with the booth according to the specifications and shop drawings. Also, provide specified padtockable breakers for the HVAC equipment. (KJWW Response). C) Yes per City of Dubuque Building inspector: Do not provide Iowa State insignia. Do provide upgrade to wall & roof insulation, add floor insulation. Upgrade glazing to 5/8" thick thermo pane insulated tinted glass. Add programmable thermostat to roof AC & heater (Desman Response). In addition, the Owner has requested application thin brick to exterior of each parking booth. Provide of 5/8" thin brick to match color and texture of the Ramp precast red brick. Mock up samples of brick to be provided by Porta King. (SJA Response), Submit price quotation for the net change in cost for all of the above items. Signed: Date: r_ril_07 Date: October 14, 2010 JP Cullen Attn: Tim Bizjak 330 East Delavan Drive Janesville, WI 53546 A) Porta King Building Systems Re: 10`" & Central Parking Dubuque IA Dear Tim, Per your request, see the request for information pertaining to the cashier control booths required for the 10 & Central Parking in Dubuque IA. Specification 11151 2.01 C.6 ' Calls out two (2) cashier operating windows. The drawing shows only one (1) on the opposite side from the door. Per Tim Horsfield, he has stated two (2) are required. Please confirm. B) Specification 11151 2.01 C.9 Calls out 100 Amp, Three Phase. NQOD or equivalent panel board. Does this panel board require a main breaker? The smallest panel board available with a main breaker is of 200 Amp 27 circuit capacity. This is a very large panel board for each booth. Please confirm and or specify the model you prefer. C) Iowa State Insignia The state of Iowa now requires the Iowa State Insignia or IBC label on any pre - manufactured booths. Additionally, they are also requiring a COM check to meet the energy code. I have had several voice and email conversations with the City of Dubuque Building Inspector (Jerry Stoffel). He is not requiring Porta -King to provide the Iowa State Insignia however he is requesting the following: ® Upgrade Wall Insulation, Upgrade Roof Insulation and add Insulation in floor. o Upgrade in the Glazing to 5/8" Thick Thermo -pane Insulated Tinted Glass. • Add programmable T -Stat to Roof AC & Heater These items will be priced accordingly. Porta -King will submit a change order for these items. I appreciate any quick response as we prepare the approval drawings. Sincerely, Dan Maras Midwest Regional Manager Porta -King Building Systems 952 - 941 -9890 Tim Bizjak From: Sent: To: Cc: Subject: Philip Hutchison RA, Associate DESMAN ASSOCIATES ARCHITECTS ENGINEERS PLANNERS 20 North Clark Street, 4th Floor Chicago, la, 60602 312.263.8400 312.263.8406 (fax) www.desman.com Original Message From: Henriksen, Jeff S. Sent: Thursday, October 14, 2010 9:16 AM To: Hutchison, Phil Cc: 'justinm @sjarch.com' Subject: I'W: Porta -King Phil, Fyi Justin, Dan, Hutchison, Phil [phutchison @desman.com] Thursday, October 14, 2010 9:41 AM Dmaras @portaking.com; Tim Bizjak Tim Horsfield (City of Dubuque); Henriksen, Jeff S.; justinm @sjarch.com RE: Porta -King Dan: Your contract is with J.P. Cullen who is the General Contractor. They are providing the Cashier Control Booths, coordinating the work and tracking cost adds and deducts. All questions must go to Tim Bizjak at JP Cullen who will forward them to the design team Lhru an RFI. This ensures everyone is kept in the loop and decisions are documented. Thanks, If you have any questions please call. Phil has to be copied on this stuff. Why the heck is Porta King NOT going through JPC on all this. These should be RFI's and appear like cost savings that would need to run through FCC. Jeff Henriksen Desman Associates Via Handheld Original Message From: Justin McCarthy tmailto:justinm @sjarch.com] Sent: Wednesday, October 13, 2010 03:36 PM Central Standard Time To: 'Dan Maras'; 'Tim Horsfield' Cc: Henriksen, Jeff. S. Subject: RE: Porta -King The Electrical. engineer (KJWW), had the following to say in regards to your question below. "We have no issue with their standard 100A load.center instead of the NQOD panelboard, as long as it is capable of supporting all of the loads specified and provided." If you have any other specific electrical question please contact Tim Paap Electrical Engineer 1 paaptr @kjww.com 1 802 West Broadway, Suite 3.1.2 I Madison, Wisconsin 53/13 608.223.9600 Direct: 608.221.6736 i Fax: 608.2.23.9601 www.kjww.com Thanks, Justin McCarthy Straka Johnson Architects. P.C. 3555 Digital Drive, Dubuque, IA 52003 justinm @sjarch.com (P): 563- 556 -8877 (F): 563 -556 -0367 Original Message From: Dan Maras [mailto:dmaras @portaking.com] Sent: Wednesday, October 7.3, 2010 1:22 PM To: 'Tim Horsfield' Cc: Jeff. Henriksen; Justin McCarthy Subject: RE: Porta -King Thanks In addition the specs call for a 100A, 3 phase NQOD Panelboard for 1 - 2.08V circuit and 4 - 115V outlets....2 of the outlets Porta-King supplies the other two (2) are open circuits. This load center is fairly large in size and is a fairly expensive upgrade from the standard load center that we would normally include. I just want to confirm that is what is needed on site. Can someone confirm that this is the desired load center for the building? Thanks Porta -King leads the industry in Modular Buildings, Mezzanines, Guard Booths and Shelters Dan Maras Midwest Regional Manager Porta -King Building Systems 1- 800 -456 -5464 (Ext. 862) 952- 941 -9890 (Direct) 952- 941 -5995 (Direct Fax) 612- 670 -8000 (Cell) www.portaking.com Dmaras @portaking.com Dmaras @aol.com Original Message From: Tim Horsfield [ mailto :Thorsfie @cityofdubuque.orgj Sent: Wednesday, October 13, 2010 12:49 PM To: Dan Maras Cc: Jeff Henriksen; Justin McCarthy Subject: Re: Porta -King Dan: Yes, I need the cashier windows in both sides. We pre - collect for some events, so we collect both from the entrance and exit lanes. Thanks Dan and thanks for your patience in getting your answers taken care of. Tim Tim Horsfield 2 City of Dubuque Parking System Manager 830 [fluff Street Dubuque, Iowa 52001 563 - 589 -1388 3 10/20/2010 Desman Associates Attn: Jeffrey S. Henriksen 20 North Clark Street Chicago, IL 60602 Fax: 312.263.8406 Additional remarks: si. R =_ I n & Sons, Inc. General Contractor Since 1892 Re: 10th & Central Ramp -Fire Station Exp RQ #014 - Overexcavations We are pleased to submit our quotation in the amount of ... $ 7485 for the above referenced proposal request. Attached is an itemized cost breakdown for your review. Upon acceptance, please notify us by written change order. Should you have any questions, please advise. Attached are the overexcavations that have been performed to date. 8/26/10 8/30/10 8/31/10 9/1/10 This work was agreed upon based on Unit Price rates. Sincerely, J.P. Cullen & Sons, Inc. Tim Bizjak cc: Job, File www.jpcullen.com 1_pca_05 DESCRIPTION QTY UNIT U/P Labor U/P Material U/P Equip UIP Subcontr JPC Work: 1 LS 0 0 0 0 8/26/10 - Excavate unsuitable material 29,11 CUYD 0 0 0 11.05 322 8126/10 - Furnish & Place Common 1111 29.11 CUYD 0 0 0 26.00 757 8/30/10 - Excavate unsuitable material 86.78 CUYD 0 0 0 11.05 959 8/30/10 - Furnish & Place Common fill 86.78 CUYD 0 0 0 26.00 2,256 8/31/10 - Excavate unsuitable material 30.82 CUYD 0 0 0 11.05 341 8/31/10 - Furnish & Place Common fill 30.82 CUYD 0 0 0 26.00 801 9/1/10 - Excavate unsuitable material 51.34 CUYD 0 0 0 11.05 567 9/1/10 - Furnish & Place Common fill 51.34 CUYD 0 0 0 26.00 1,335 1 LS 0 0 0 0 1 LS 0 0 0 0 1 LS 0 0 0 0 SUBTOTAL $0 $0 $0 $7,338 PTI (38.5 %) $ Tax Exempt $0 50 Tax (7 %) - for mist purchases $0 $0 SUBTOTAL $0 50 $0 Overhead & Profit (10 %) $0 $0 $0 SUBTOTAL 57,338 Subcontractor Fee (5 %) J.P. Cullen & Sons, Inc. P.O. Box 1957, Janesville, Wisconsin 53547 Job Number: Project: RQ #: Other Reference: Date: Description: SUBTOTAL 5114 Dubuque Parking Ramp & Fire Station 014 Unsuitable Soils 10/20/2010 Costs to remove unsuitable soils and dispose and then replace with good material. 5 0 $0 50 $7,338 Total 57,338 Bond & Insurance 2% $147 Grand Total: 57,4851 09 -30 -10 JP Cullen & Sons, Inc. ATTN: Tim Bizjak P.O. Box 1957 Janesville, Wisconsin 53547 Thank you. on C. McDermott McDERMOTT EXCAVATING 14407 HWY 20 WEST DUBUQUE, IOWA 52003 -9709 General Excavating Residential • Commercial • Industrial • Trucking • Demolition (l, OCT 0 b 2010 J,P, CU± L N & SONS, INC. RE: 10th & Central Parking Ramp & Fire Station REQUEST FOR CHANGE ORDER 08 -26 -10 - Parking Ramp Excavate unsuitable material & disposal 29.11 CY Furnish & place compacted-'Timestone screenings - 29.11 CY 08 -30 -10 - Fire Station Excavate unsuitable material & disposal 86.78 CY Furnish & place compacted clean stone - 86.78 CY 563 -583 -4633 Fax: 563 - 583 -5858 ALLENDER BUTZI .ENGINEERS INC. GEOTECI-INICAL • ENVIRONMENTAL • CONSTRUCTION Q. C. City of: v�I,u Project: f) AL , die i t r C t err(zA L PA r IL %n g � r+ PA p Time Beginning Inspection: Jj,r S.v(iir SPECIAL INSPECTOR DAILY REPORT for (date): f/42 Continuous Periodic Time Ending Inspection: FOUNDATION EXCAVATION OBSERVATIONS Completed footing excavations at the above referenced project were observed for the purpose of identifying soil types and conditions present . just below footing level. These observations are restricted to soil materials providing support to the foundation and do not pertain to the foundation as a structural element. Soil strength was determined at the project site by calibrated static cone penetrometer, Appropriate hand - operated tools were used to obtain samples of soils to depths 3 feet below bottom of excavation at the following locations: j. J we-e' e x Ter 'FA 4 i . ' o e It is our opinion that the r , nor VI , e e (; {� r , 2 I a C 9i,6' c. S 4,-I PN: JG '5 22.0 soils present beneath bottom of foundation level has an allowable bearing value adequate for a design footing pressure of : 2, co a � ? , �' , 4 , / 3, ow Pl-#7, h r; t, 6, A 1 a TC cto 7" . i ) j r[SPeL J'V I y J he � r� Nr. �uw ��•s.. eS! � !3 , o 'r.�a•t' o s •4 /'udei�.c ,• e , iii ' Our observations as reported represent soil conditions to the depths evaluated and locations with in the excavations, conditions below these depths and outside of the area of construction are not addressed by this report. • Recommendations /Comments: ; ecc, rwe C r4e7G, over ' .5o671h ,WE.ri 4 rr2 /�,i'i Faa 1 1'0 .t4a16' 4 f e ..t7 STri, fec av° 3 A"c , ever ,r cl r - ee-e (1 Excova7 .rI -'i ex LA, - reva./ / 3 . i e,Ae•r -PUr ex • -Fi „, r 0 d pr t d`t' a» a // 6'tt4, A had br a) s, e t by'TL, E f/ C l c or rt r vS es rh ,.� 7`rle f6L lG Com Pa4 - resi• , ' 7,j117` i i '1 r "35,0 . 7'11 c'Ir8.,r .rr./1C Act t ' et c- s+ = ',”` al I ;c'F• :n•C r' r,>h e To the best of my knowledge, work inspected was in accordance with the building department approved design drawings, specifications and applicable workmanship pro of the I.B.C. except as noted above. r Signed: �f .i Date: �' P 3 p,9 Print Full Name: N I.D. Number: (This report to remain at job site with the contractor for review by the building department's inspector upon request,) 3660109` STREET • URBANDALE, IOWA 50322 • PHONE 515252 -1885 • FAX 515 -252 -1888 Location: 601 BROWNS BOTTOM QUARRY A31010 12567 ENGLISH MILL. ROAD 8(2612010 DUBUQUE, IA 52003 • 2:57:35PM 563.582 -6764 Custoiiier. 130310 Carrier : MC DERMOTT EXCAVATING Veh: MCD54 937NBA Order : MC DERMOTT EXCAVATING PrnjIP08: 9TH ST RAMP Axles: 3 Zone: HITI IOWA SELF HAULS In 1 Job: Product: 133 3116" SCREENINGS Today: 14.67 Loads: 1 14.67 Ton C I J I I: C Freight Pounds Tons Metric Gross 51840 25.92 23.51 Tare 2250 11.25 10.21 Net 29340 14.67 13.31 Predetermined Tare *Predetermined Tare Received• Weighmaster. TRACY KLEIN Sealer not resvorrs b4e for )'arts after teavina the Mg gh sca e_ Tax: Fee Code FUEL 0.00 $0.00 Total Due: 2386533 LOCATION/LOCATION.4 .,,, „..., Z ;- DATE /5" i e. — /(I RIVER CITY STONE . DIVISION OF MATHY CONSTRUCTION CO. P.O. eox 1430 A DUBUQUE, IA 52004-1430 FOR DELIVERIES CALL- 563-582-6764 FOR BILLING INQUIRIES CALL- 608-568-3433 CUSTOMER NAME Mc Pr,- ,7,,, 741 CUSTOMER ADDRESS t CUSTOMER TELEPHONE # ,t CUSTOMER PROJECT / l e i:. , • A • • i -E Ad," , ." DELIVERY RECEIPT -.. PLEASE NOTE WE WILL ASSUME NO RESPONSIBLITY FOR OVERLOADS AFTER LEAVING WEIGH SCALES AND ANY DAMAGES WHERE DELIVERY IS MADE BEYOND CURB LINES. TRUCKER ID TRUCK # ..PilFIED BY RIVER CITY YES MI NO I DRIVER'S SIGNATURE k' -,...., .1 _s RECEIVED BY WEIGHTS IN POUNDS . - 41 TARE 21700 ib ' 7E: 47; :=: r., - , PRODUCT -2 CHECK APPROPRIATE PRODUCT 0 122 3/4 BASE 0 119 3 CLEAN 0 151 3-4" BREAKER RUN 0 126 1" CLEAN El 152 6-6" BREAKER RUN In 127 1 1/2" CLEAN 0 160 'RIP RAP 0 164 3-9" CLEAN 0 161 SHOT ROCK 0 162 STRIPPING AND FILL V133 'FILL LIME 0 262 FILL SAND 153 QUARRY LIME {AG LIME) 0 310 RECYCLED BLACKTOP 0 247 WASHED RIVER STONE 0 109 GRANULAR SUBBASE 0 146 3wWASHED CHIPS ID 136 SPECIAL BACKFILL 0 150 1/2"WASHED CHIPS 0 446 MODIFIED SUBBASE 0 174 CONCRETE STONE 0 OTHER PRODUCT .:, . .. TARE . _ ''''' TONS IOWA SECRETARY OF AGRICULTURE CERTIFIED POUNDS ECCE PER TON TIME LOAD SCALED AM PM Certification below valid only with authorized signature: This is to certify that the material herein described meets the applicable contract specifications and requirements. :Cert. # .River City Stone By: QT 105 843973 DUPLICATE COPY LOCAT1ON/LOCATION # / / :.' 6 /.. . DATE • • . RIVER CITY STONE DIVISION OF MATHY CONSTRUCTION CO. P.O. BOX 1430 DUBUQUE, IA 62004-14SO FOR DELIVERIES CALL- 563.582-6764 FOR BILLING INQUIRIES ALL 608-5684433 • • CUSTOMER NAME - .,- , • • CUSTOMER ADDRESS , . . .. ' ' 1 - CUSTOMER TELEPHONE # CU.S, TO, MER PROJECT. • /...-,: 'i . i . ,I . . -'- 71/ , • DELIVERY RECEIPT 'PLEASE NOTE WE VVILL ASSUME NO RESFONSIBLITY FOR OVERLOADS AFTER LEAVING WEIGH SCALES AND ANY DAMAGES WHERE DELIVERY IS MADE BEIOND CURB LINES. TRUCKER ID TRUCK4r ...:::" HIRED BY OVER CITY -7 :,-,- YES 1 ; I NO 1 fyl DRIVER'S SIGNATURE .i. RECEIVED BY - WEIGHTS IN POUNDS ' F ' ,- :jY —'' " c::. • ilL.?.. .. TARE A. ....• . • !' • ;;;,:: 1 .:: : . „ . -1 • • 14.35 T ff9 08,126/... i. PRODUCT - CHECK APPROPRIATE PRODUCT , • El 122 3/4" 0 119 3" CLEAN .1:1-1gi 3-4" BREAKER RUN El 126 1".CLEAN 0 152 6-8" BREAKER RUN 0 127 1 112" CLEAN '.• . ID 160 RIP RAP 0 164 3-9" CLEAN El 61 SHOT ROCK El 162 STRIPPING AND FILL 133 FILL LIME 0 262 FILL SAND 0 153 QUARRY LIME (A9 LIME) 0 310 RECYCLED BLACKTOP 0 247 WASHEURIVER STONE 0 109 GRANULAR SUBBASE 0 145 3i8 WASHED CHIPS 0 136 SPECIAL BACKFILL 0 150 1/2" WASHED CHIPS 0 446 MODIFIED SUBBASE D 174 CONCRETE STONE 0 OTHER PRODUCT TARE . :•-..NET:•;:: '''-• - v : 2: TONS IOWA SECRETARY OF AGRICULTURE CERTIFIED . POUNDS ECCE PER TON TIME LOAD SCALED AM PM Certification below valid only with authorized signature: This is to certify that the material herein d6scribed meets the applicable contract specifications and requirements. Cert. # River City Stone , By: 1 0T105 - DUPLICATE COPY LOCATION /LOCATION # DATE RIVER CITY STONE DIVISION OF MATHY CONSTRUCTION CO. P.O. BOX 1430 DUBUQUE, IA 52004 -1430 FOR DELIVERIES CALL- 563 - 582 -6764 FOR BILLING INQUIRIES CALL- 608 -568 -3433 CUSTOMER NAME A •ty� .3 III i i .R . . 1)C' CUSTOMER ADDRESS d • -•,, I I' a n ; I \ #: - t i CUSTOMER TELEPHONE # CUSTOMER PPIOJECT ; - , .k,1 -i M �Sri'KA 0 s {''D) DELIVERY RECEIPT PLEASE NOTE • WE WILL ASSUME NO RESPONSIBLIIY FOR OVERLOADS AFTER LEAVING WEIGH SCALES AND ANY DAMAGES WHERE DELIVERY IS MADE BEYOND CURB LINES. TRUCKER ID TRUCK # HIRED BY RIVE CITY YES _ NO DRIVER'S SIGNATURE i RECEIVED BY - . WEIGHTS IN POUNDS t � Yti. - r.1fs: =- ::...... r;:e1 ; - :{x ?� � "lliS: ` °f'e �?� � = {Js isi��-'�. sx -, :F. �_t.,�.s,�;.�•!: .i _,i .z. +`- fte i;i��!i�' r.:.J �l�s�ali'-tl;�"' ;:c; 1 :,... _ 1'•':::`_;_ = : : �c. TARE ' li _ �'= :•_�� -:;_ �:�:'� ':� : "; =_�> `.'.. PRODUCT C P P R ODUCT HECKA APPROPRIATE n ❑ 122 3/4" BASE ❑ 119 3 CLEAN ❑ 151 3-4" BREAKER RUN ❑ 126 1" CLEAN ❑ 152 6 -8" BREAKER RUN ❑ 127 1 1 /2" CLEAN . ❑ -160 RIP RAP ❑ 164 3 -9" CLEAN ❑ 161 SHOT ROCK ❑ 162 STRIPPING AND FILL FILL LIME 13 262 FILL SAND , ' 133 153 U RR ME (AG LIME) 310 RECYCLED BLACKTOP El 247 WASHED RIVER STONE ❑ 109 GRANULAR SUBBASE 146 3/8 WASHED CHIPS El 136 SPECIAL BACKFILL ❑ 150 1/2" WASHED CHIPS ❑ 446 MODIFIED SUBBASE ❑ 174- CONCRETE STONE ❑ OTHER PRODUCT TARE _ TONS IOWA SECRETARY OF AGRICULTURE CERTIFIED POUNDS ECCE PER TON TIME LOAD SCALED AM PM Certification below valid only with authorized signature: This is to certify that the material herein described meets the applicable contract specifications and requirements. . Cert. # River City Stone By: QT 105 846094 DUPLICATE COPY LOCATION /LOCATION # DATE RIVER CITY STONE - DIVISION OF MATHY CONSTRUCTION CO. P.O. BOX 1430 1 DUBUQUE, IA 52004-1430 FOR DELIVERIES CALL- 563-582-6764 FOR BILLING INQUIRIES CALL- 608- 568 -3433 CUSTOMER NAME . }} ! �• \ t.3•Li 4 ft 1.4. CUSTOMER ADDRESS 6 ::-.ii. I € ' , A � - II i : CUSTOMER TELEPHONE # CUSTOMER PROJECT \J 1' : . .e r ;- si....) k fi.41 t 6.1-S t - - DELIVERY RECEIPT • PLEASE NOTE WE WILL ASSUME NO RESPONSIBLI1Y 0R OVEHWN7S AFTER LEAVING WEIEN SCALES AND ANY DAMAGES WHERE DELIVERY IS MADE BEYOND CURB LINES. TRUCKER ID • TRUCK # -.../ • ,; .. • • HIRED BY RIVER CITY YES I / NO DRIVER'S SIGNATURE ' � � f . •L WI' 1 RECEIVED BY WEIGHTS IN POUNDS =GROS S :.�:ti13• Vii: 3'L'i �l':'L.4.,: -5: — !`f i f,.fu -- — ..,...- �. i� � ::vi.3,^e U_' -` � . a t:f`'. z: :.:.. -��r •_ T :;((�R - - - - - X19: - ° .... - . .. -_.:,. _ ....._ , ..... .. .... :2•t 3tx,rtz. ua:: _� CHECK APPROPRIATE PRODUCT ... ❑ 122 3/4" BASE 0 119 3 " CL' EAN' ❑ 151 3 -4" BREAKER RUN '''126 1 31. CLEAN • ❑ 152 6 -8" BREAKER RUN . ❑ 127 1.1/2" CLEAN ❑ 160 • RAP 0 164 3 -9" CLEAN ❑ 161 SHOT ROCK ❑ 162 STRIPPING AND FILL 0 133 .FILL LIME ❑ 262 FILL SAND 0 153 QUARRY LIME AG LIME) 310 RECYCLED BLACKTOP L SUBBASE A 09 NU R D ER�STON E i GRA 247 WASHED RIV " 136 SPECIAL BACKFILL p 146 3/8 WASHED CHIPS ❑ ❑ 150 1/2" WASHED CHIPS Q 446 MODIFIED SUBBASE ❑ 174 CONCRETE STONE ❑ OTHER PRODUCT TARE TARE 22:500 lb _ � •�`� �.- �'� .,. • . . . !: - :' :NET:::` . . .:.:,:_';' . ' = - - ... TONS IOWA SECRETARY OF AGRICULTURE CERTIFIED POUNDS ECCE PER TON TIME LOAD SCALED AM .PM Certification below valid only with authorized signature: This is to certify that the material herein described meets the applicable contract specifications and requirements. Cert. # River City Stone • By: 846135 QT 106 DUPLICATE COPY Fi S1:39\. V) 1, 30, i (oToA z6-3o- LOCATION/LOCATION # 4 DATE RIVER CITY STONE DIVISION OF WHY CONSTRUCTION CO. P.O. BOX 1430 DUBUQUE, lA 52004.1430 FOR DELIVERIES CALL- 663- 582 -6764 I. FOR BILLING INQUIRIES CALL- 608-568 -3433 CUSTOMER NAME '' � � fi �a..` pp ,` t Y�td 44 4.'� . �� ' CUSTOMER ADDRESS t �( ij ,-(,, „, F,. )y1 i t l'aiy l�1,•9 CUSTOMER TELEPHONE # CUSTOMER PROJECT L,{ Pia k4, -h. {'L "3L1.0 r;r¢ I^:o a r,. DELIVERY RECEIPT PLEASE NOTE WE WILL ASSUME NO RESPONSIBLRY FOR OVERLOADS AFTER LEAVING WEIGH SCALES AND ANY DAMAGES WHERE DELIVERY IS MADE BEYOND CURB LINES. TRUCKER ID TRUCK # . 1 HIRED BY RIVER CITY - YES I I NO DRIVER'S SIGNATURE ° � / :r` -• " .� If,3s 1 RECEIVED BY ■ WEIGHTS IN POUNDS ;GRQS - - %' } ' C r X51• _ _ �Yr� rt- - -� ^fix: .� }T %T< ` i <3t �n �,: :`i��- ; � };�yf S: y �'lli::Fni�: "'�5 :. T PRODUCT CHECK APPROPRIATE PRODUCT ff Ii ID 122 314 BASE El 119 3 CLEAN ❑ 151 3 -4" BREAKER RUN t'2'6 1" CLEAN ❑ 152 6 -8" BREAKER RUN ❑ 127 1 1/2" CLEAN ❑ 160 RIP RAP ❑ 164. 3.97 CLEAN ❑ 161 SHOT ROCK ❑ 162 STRIPPING AND FILL ❑ 133 FILL LIME ❑ 262 FILL SAND 153 'QUARRY LIME (AG E i RECYCLED BLA El U LIME) 3 0 BLACKTOP ❑ 247 WASHED RIVER STONE p 109 GRANULAR SUBBASE ID 146 3 /8" WASHED CHIPS 136 SPECIAL BACKFILL ❑ 150 1 /2 " WASHED . CHIPS ❑ 446 MODIFIED SUBBASE ❑ 174 CONCRETE STONE ❑ OTHER PRODUCT -ctxi�' TARE TARE 22500 lb - - - - _ ; i y �.,�. ;- �, . T 4 fix ^ 9P f 0t4 =:t % , r :�r: " ;; - TONS IOWA SECRETARY OF AGRICULTURE CERTIFIED POUNDS ECCE PER TON TIME LOAD SCALED AM PM Certification below valid only with authorized signature: This is to certify that the material herein described meets the applicable contract specifications and requirements. Cert. # River City Stone By: QT 105 846139 DUPLICATE COPY 'LOCATION/LOCATION n f ' � / DATE RIVER CITY STONE DIVISION OF MATHY CONSTRUCTION CO. P.O. BOX 1430 DUBUQUE, IA 52004 -1430 FOR DELIVERIES CALL- 563- 582.6764 FOR BILLING INQUIRIES CALL - 608. 568 -3433 CUSTOMER NAME .. " ; , 7 r ( = .. j � . f A /• °'• •L,.'.:. . _ CUST R ApDRE 1. } e --T ; ` • ,4,, ;; _: ', ,. , 4•r-v( C, f'' ..A." . A, r, -0,5- t.„- 1,. CUSTOMER TELEPHONE # CUST • MER PRWECT 1 ,,,i•4 • • r... ,. /1 . �,:•;a " : J DELIVERY RECEIPT • PLEASE NOTE WE WILL ASSUME NO RESPONSIBLITY FOR OVERLOADS AFTER LEAVING WEIGH SCALES AND ANY DAMAGES WHERE DELWERY IS MADE BEYOND CURB LINES. • TRUCKER ID TRUCKJ.. „ HIRED BY RIVER OfTY YES 1 f NO 1 DRIVER'S SIGNAT URE r ., , .s / f' RECEIVED BY WEIGHTS IN POUNDS 'GROSS r- = .t.e4�K� .l :mil "tc.3 .:. r �1m.: it- n • ; t .s +_ r•a: Tr-r`• uJC63 '. ±'4'"i" '{} •i1 :j_2 '�I - - _' 'el.�i .'' ..�� J;k � . � ! ' i i = i -J '� :_ `:�f% .S :EL±_- -.' • 1:1...c.. > - ' i('�: - s3�?" 21700 ib , - ...:_ ., . : ,:_n. '• °' - - _ - - -- _ ' F {3;.`ir._rs' ' ?:. >L :r, „� {; ` dl's ;x 14.45 T ..43:31M 08/3n/20N PRODUCT CHECK APPROPRIATE P ODUCT e� .f er ❑ 122 3/4 BASE 0 119 3 CLEAN ❑ 151 3 -4" BREAKER RUN 126 1" CLEAN El 152 6 -8" BREAKER RUN •❑ 127 1 1/2" CLEAN ❑ 160 RIP RAP 0 164 3 -9" CLEAN p 161 SHOT ROCK ❑ 162 STRIPPING AND FILL ❑ 133 FILL LIME ❑ 262 FILL SAND LIME (AG LIME) 3 0 RECYCLED BL CK OP 153 QUARRY M 7 T A p 247 WASHED RIVER STONE p 109 GRANULAR S U B B A S E. ❑ 146 3 /8” WASHED CHIPS 0 136 SPECIAL BACKFILL p 150 1 /2" WASHED CHIPS p 446 MODIFIED SUBBASE ❑ 174 CONCRETE STONE ❑ OTHER PRODUCT TARE °- . _ _ - -- TONS IOWA SECRETARY OF AGRICULTURE CERTIFIED POUNDS ECCE PER TON TIME LOAD SCALED AM PM Certification below valid only with authorized signature: This is to certify that the material herein described meets the applicable contract specifications and requirements. ICert.#!: River City Stone . ' By: OT 105 846137 DUPLICATE COPY LOCATION/LOCATION fid , "'')' 1 I ) ,t DATE ' RIVER CITY STONE DIVISION OF M.ATHY CONSTRUCTION CO. : P.O. BOX 1480 DUBUQUE, IA 52004-1430 FOR DELIVERIES CALL- 563-582-6764 FOR BILLING INQUIRIES CALL- 608-568-3433 CUSTOIVIER NAME .. r- • ../- --7--/ • . ..!'. , ,ri , , ... A.. ,. , I • CUSTOMER ADDRESS • f '' " 1 -- . i .. ... . .i.:../..t :.- .• ' .. -' f' ' ./-"... e: i..c sY If?; , CUSTOMER TELEPHONE # . CUSTOMER PROJECT :./...,, ' ' ' DELIVERY RECEIPT • - • PLEASE NOTE WE WILL ASSUME NO nesportstsurr FOR OVERLOADS AFTER LEAVING WEIGH SCALES AND ANY DAMAGES WHERE DELIVERY 18 MADE BEYOND CURB LINES. TRUCKER ID 'TRUCKl ... ..- HIRED BY RiVER:61TY _.,-• YES 1 I NO 1 ... - 1 DRIVER'SPRNATIM . / / RECEIVED BY . . - WEIGHTS IN POUNDS :•0Eic;;§. g . ...—.-:,..: ,,-, --,,,,,.., •- ,, "R rZ TARE 91700 lh :;`:.,;';''': ..:,-., ::::-:i , , . 14.64 T iz:2 PM 08.130/201C PRODUCT CHECK PAppucT - 0 122 3/4" BASE / ''' . .' :0 1 r CLEAN i ' El 151 3-4" BREAKER RtiN; ,''' • ' l.OLEAN 0 152 6-8" BREAKER RUN 1 -. 0 127 1 1/2" CLEAN . • El 166 RIP RAP 0 164 3-9" CLEAN ., . D 161 SHOT ROCK • 0 162 STRIPPING AND FILL 0 133 FILL LIME • . 0 262 FILL SAND 0 153 QUARRY LIME (AG LIME) 0 310 RECYCLED BLACKTOP ,E1 247 WASHED RIVER STONE 0 109 GRANULAR SUBBASE 0 146 3/8" WASHED CHIPS ' 0 136 SPECIAL BACKFILL El 150 1/2'' WASHED CHIPS 1. 0. 446 MODIFIED SUBBASE 0 174 CONCRETE STONE 0 OTHER PRODUCT' • TARE 2:3NET :: :•: TONS IOWA SECRETARY OF AGRICULTURE CERTIFIED POUNDS ECCE PER TON TIME LOAD SCALED AM PM Certification below valid only with authorized signature: . This Is to certify that the material herein described meets the applicable contract specifications and requirements. ' Cert. # River City Stone By: OT 105 846140 DUPLICATE COPY LOCATION/LOCATION # '' / f t DATE .... RIVER CITY STONE DIVISION OF MATHY CONSTRUCTION CO. P.O. BOX 1490 DUBUQUE, IA 52004-1420 FOR DELIVERIES gat.- 563-582-6764 FOR BILLING INQUIRIES CALL- 608-568-3433 CUSTOMER NAME • ' 7,"-/- • ; 'k...- SI` , ..•.. .. .4-4 . . ,. CUSTOMER ADDRESS S. .: i - ,'f 1.:.. - ' ''' , .• E.L. * , v s„.t,- -/- -.c: 'f, ,.. 11 ' , ::: 4 - - '--i- - ".2. , i. CUSTOMER TELEPHONE # CUSTOMENPROJECT - ' • , .. DELIVERY RECEIPT PLEASE NOTE WE WILL ASSUME NO RESPONSIBLITY FOR OVERLOADS AFTER LEAVING WEIGH SCALES AND ANY DAMAGES WHERE DEUVERY 15 MADE BEYOND CURB LINES. TRUCKER ID TRUCK it•L HIRED BY RIVER / _,..• YES MI No 1 ,.:1, DRIVER'S SIGNATURE „.........-.. i • RECEIVED BY -, ) WEIGHTS IN POUNDS .. 11;c4W - ' 0, 7 : . :::::1" 4 PRODUCT CHECK APPROPRIATE PRODUCT v. rj 122 3/4" BASE El 119 3" CLEAN ..1 1 ..._. i .. El 151 3-4" BREAKER RUN 26 1" CLEAN El 152 6-8" BREAKER RUN 0 127 1 1/2" CLEAN El 160 RIP RAP El 164 3-9" CLEAN 0 161 SHOT ROCK El 162 STRIPPING AND FILL 0 133 FILL LIME 0 262 FILL SAND CI 153 QUARRY LIME (AG LIME) El 310 RECYCLED BLACKTOP 0 247 WASHED RIVER STONE 9 109 GRANULAR SUBBASE El 146 3/8" WASHED CHIPS 0 136 SPECIAL BACKFILL El 150 1/2"WASHED CHIPS El 446 MODIFIED SUBBASE El 174 CONCRETE STONE 9 OTHER PRODUCT TORE '1700 lb '!..‘.: • • 14.39 T 12t5I'M 08m/201u TARE .:7 $: TONS IOWA SECRETARY OF AGRICULTURE CERTIFIED POUNDS ECCE PER TON TIME LOAD SCALED AM PM Certification below valid only with authorized signature: This is to certify that the material herein described meets the applicable contract speciticatlons and requirements. Cert. # River City Stone • By: OT 105 846144 DUPLICATE COPY LOCATION/LOCA,TION # DATE 1 RIVER CITY STONE DIVISION OFMATHY CONSTRUCTION CO. P.O. BOX 1430 DUBUQUE, IA 5200 4 -14 3 0 FOR DELIVERIES CALL- 563 - 582 -6764 ir..99R BILLING INQUIRIES CALL- 608 -568 -3433 CUSTOMER NAME '' Mc F r� f 7 g) It f of J +y . r: / • C USTOMER ADDRESS . ,- - :i) '� 1 e - ..;: , ,7 CUSTOMER TELEPHONE # CUSTOMER PR dsA A. /k .(5 h i ,31 -1({.' DELIVERY RECEIPT PLEASE NOTE WE WILL ASSUME NO RESPONSIBILITY FOR OVERLOADS AFTER LEAVING WEIGH SCALES AND ANY DAMAGES WHERE DELIVERY IS MADE BEYOND CURB - LINES. TRUCKER ID TRUCK# • 4. ••ku IVER CITY YES I I NO NM DRIVI' - 4 S S NATURE - RECEIVED BY . WEIGHTS IN POUNDS h . 0 Y � SA 7 $` e- :f {n ?::Sz:.jS..i• }x Y ; _ J: ssyf; . y3 ,:4: "r• S: -�:: Z .. •.3r1!r :f1'JV •F �C•.�j' ^'- :ma �.f' ks-s x..r "... ...._ s.` • TARE. :29500 lb -PRODOOT • CHECK APPROPRIATE PRODUCT - • • 122 3 /4" BASE ❑ 119 3 "CLEAN ❑ 151 3 -4" BREAKER RUN 1 26 1" CLEAN ❑ 162 6 -8" BREAKER RUN p 127 1 1 /2" CLEAN ❑ 160 RIP RAP ❑ 164 3 -9" CLEAN . ❑ 161 SHOT ROCK ❑ 162 STRIPPING AND FILL ❑ 133 FILL LIME ❑ 262 FILL SAND ME G LIME 310 RECYCLED BLACKTOP ❑ 153 QUARRY LIME (AG .) ❑ D 247 WASHED RIVER STONE ❑ 109 GRANULAR SUBBASE ❑ 146 3 /8" WASHED CHIPS ❑ 136 SPECIAL BACKFILL ❑ 150 1/2" WASHED CHIPS ❑• 446 MODIFIED SUBBASE ❑. 174 CONCRETE STONE ❑ OTHER PRODUCT ?� <: i i;� jai L ..- TARE NEf: ; - = :_ .:: - :'::: ?:° ` . : :. : :' ` .,:: `::; =_ ':.r: '•' :. • . 4:1 TONS t 3 E T i ;21:. l l;;f IOWA SECRETARY OF AGRICULTURE CERTIFIED POUNDS ECCE•PER TON TIME LOAD SCALED AM PM Certification below valid only with authorized.signature: This is to certify that the material herein described meets the applicable contract specifications and requirements. Cert. # Diver City Stone By: 846134 OT105 DUPLICATE COPY LOCATION/LOCATION # DATE RIVER CITY STONE DIVISION OF MATHY CONSTRUCTION CO. R.O. BOX 1430 DUBUQUE, IA 52004.1430 FOR DELIVERIES CALL- 563-582-6764 FOR BILLING INQUIRIES CALL- 608 -568 -3433 CUSTOMER NAM ,9 !' / i - f _� p. " /T ) . - CUSTOMER ADDRESS St) k.),51 - -. ,a i 4 ' it Wi t''° 'Y CUSTOMER TELEPHONE # - ° ' CUSTOMER PROJECT ; f `'r 1 ,4 Afnr75 DELIVERY RECEIPT PLEASE NOTE • WE WILL ASSUME NO RESPONS03LnY FOR OVERLOADS AFTER LEAVING WEIGH SCALES AND ANY DAMAGES WHERE DELIVERY I3 MADE BEYOND CURB LINES. TRUCKER ID TRUCK l e 0 HIR D BY CITY BY1k R YES •' I NO DRIVER ',S SIGNATURE •;?.." RECEIVED BY - , i WEIGHTS IN POUNDS 1.(�p Q �v •n'' • tY . ' j r : � ` } _ M`) Ft, 'Ja:':517.1:'�•ci:2'3Y}i7it2�� _ �j r . : : —i. 4t'Y .':ir : i . ' , ` -'.. : t >?..s; y „ 3z "i!._�.Ci • ,r..]F:. , sa..• %;`. r: .:. .4- .. r °�.._ J.'t :- i� i.,. - c' a ti tf PE 22500 - 1_I': PRODUCT CHECK APPROPRIATE PRODUCT • ❑ 122 3/4 Il BASE ❑ 119 3 Il CLEAN ❑ 151 3 - 4" BREAKER RUN 26..1 " CLEAN ©. 152 6 -8" BREAKER RUN ' ❑ 127. 1 i/27. CLEAN ❑ 160 RIP RAP ❑ 164 3 - CLEAN ❑ 161 SHOT ROCK ❑ 162 STRIPPING AND FILL ❑ 133 FILL LIME ❑ 262 FILL SAND 153 310 BLACKTOP QUARRY LIME {AG LIME 31 RECYCLED BLA KT P Q t ). R ❑ 247 WASHED RIVER STONE ❑ 109 GRANULAR SUBBASE ❑ 146 3/8 WASHED CHIPS ❑ 136 SPECIAL BACKFILL ❑ 150 1/2 "WASHED CHIPS ❑ 446 MODIFIED SUBBASE ❑ 174 CONCRETE STONE ❑ OTHER PRODUCT - TARE `::; l• ;;:; _ :: -`: t ;: °::c•: =.:: t .N.,!, , , i (`f i ° z ?: TONS IOWA SECRETARY OF AGRICULTURE CERTIFIED POUNDS ECCE PER TON TIME LOAD SCALED AM PM Certification below valid only with authorized signature: . . This Is to certify that the material herein described meets the applicable contract specifications and requirements. • Cert. # River City Stone By: - e T 105 DUPLICATE COPY LOCATION/LOCATION II DATE • RIVER CITY STONE DIVISION OF MATHY CONSTRUCTION CO. RO. BOX 1430 DUBUQUE, IA S2004-1430 FOR DELIVERIES CALL- 563-582 FOR BILLING INQUIRIES CALL- 608-568-3433 CUSTOMER NAM . MP. 10 Sie / / ,171.."' CUSTOMER ADDRESS ?i Si3b ,a..-- s g,4-./641 CUSTOMER TELEPHONE # CUSTOMER PROJECT . 9 /'s; . Rpfii t9 /1474:-,44.0e.A.14'4.e DELIVERY RECEIPT . PLEASE NOTE WE WILL ASSUME NO RESPONSIBUTY FOR OVERLOADS AFTER LEAVING WEIGH SCALES AND ANY DAMAGES WHERE DELIVERY IS MADE BEYOND CURB LINES. TRUCKER-ID TRUCK # • ,, r i ezy !RED BY RIVER CITY YES. 1 NO U DRIVIGNATURE A to-1./ ., RECEIVED BY • - ..... WEIGHTS IN POUNDS 'fl'-, :..4;f.tvit---vi.:1;5.-}w--:pr i-fr. .--;,----- TAIT 22500 lb . PFIODUCT , .... • CHECK APPROPRIATE PRODUCT I:1 122 3/4" BASE D 119 3 CLEAN Erj 151 3-4" BREAKER RUN • 126 1" CLEAN El 152 6-8" BREAKER RUN 0 127 1 1/2" CLEAN • 0 160 RIP RAP 0 164 3-9" CLEAN 0 161 SHOT ROCK 0 162 STRIPPING AND FILL 0 133 FILL LIME 0 262 FILL SAND 0 153 QUARRY UME (AG LIME) El 310 RECYCLED BLACKTOP 0 247 WASHED RIVER STONE 0 109 GRANULAR SUBBASE 0 146 3/8 'WASHED CHIPS: • 0 136 SPECIAL. BACKFILL .0 150 1/2"WASHED CHIPS 0 446 MODIFIED SUBBASE 0 174 CONCRETE STONE ID OTHER PRODUCT 1 TARE . ''..:'49Ar: ...; 2r ,. TONS 101iVASECRETARY OF AGRICULTURE CERTIFIED POUNDS ECCE PER TON .TIME LOAD SCALED AM PM Certification below valid only with authorized signature: . This is to certify that the material herein described meets the applicable contract specifications and requirements. Cert. # River City Stone By: QT 105 846141 DUPLICATE COPY LOCATION/LOCATIQN# DATE RIVER CITY STONE DIVISION OF MATHY CONSTRUCTION CO. P.O. BOX 1430 DUBUQUE, IA 52004 -1430 FOR DELIVERIES CALL- 563 - 582 -6764 FOR BILLING INQUIRIES CALL- 608-568-3433 CUSTOMER NAME ': " . - 7 'r tj 4 ' `� � Oil'''. E CUSTOMER ADDRESS :. _ - -L. i`l1'./ 0 `I k tic Xq4 CUSTOMER TELEPHONE # C S% /OMER PROJECT .11; . - " •R - -1 J - r DELIVERY RECEIPT PLEASE NOTE WE WILL ASSUME NO RESPONSIBLITY FOR OVERLOADS AFTER LEAVING WEIGH SCALES AND ANY DAMAGES WHERE DEUVERY IS MADE BEYOND CURB LINES. TRUCKER ID TRUC y N'•' ` r !0 0 . IRED BY - IVER CITY YES I I NO ICS DRIVER'S SI •k'" / RECEIVED BY WEIGHTS IN POUNDS GR ° =- . >:r gnl:_:1y: 7,14..: .Yf_j.', ‹,,, :. ti;%K :- T;>,.F'O. :::: :ice•. 1_ •. • +a: _ - II "; - - '.'° '=_:,. �i.�:. >' =:R: r::;� -• ..,,. - CJ: -.f iiiR r.IJ::: ]'.!. ��.:'_- ...'- / ; • i � : i..: PROPUCT • _ - 'sc� ?i'� :-°. Zt.+. �'i:''.` CHECK APPROPRIATE PRODUCT If' ❑ 122 3/4" BASE ❑ 119 3 CLEAN ❑ 151 3 -4" BREAKER RUN 26 1 " CLEAN ❑ 152 6 -8" BREAKER RUN - 0 127 1 1/2" CLEAN - ❑ 160 RIP RAP ❑ 164 3 -9" CLEAN ❑ 161 SHOT ROCK , ❑ 162 STRIPPING AND FILL ❑ 133 FILL LIME ❑ 262 FILL SAND ❑ 153 QUARRY LIME (AG LIME) ❑ 310 RECYCLED BLACKTOP ❑ 247 WASHED RIVER STONE ❑ 109 GRANULAR SUBBASE ,� 136 SPECIAL BACKFILL ❑ 146 3/8 WASHED CHIPS ❑ 1 ❑ 150 1/2" WASHED CHIPS ❑ 446 MODIFIED SUBBASE ❑ 179 CONCRETE STONE • -• ❑ OTHER PRODUCT TARE Tilt 2950r lb :_..;:_ = `:.:':: -- - ,: -.::• �; ::.=:;.:: :;:.;::•,:;:= ::;<�.- .;;: -;-,;. ' � ' . _: . . ; :;::_a: z_: :_ ;;- :: 'r" a is -`. r. =::•. • -� .72 i 0i: 3 PM ;ys /,SWs; �;�'_�;; . ` . ;. '`- TONS IOWA SECRETARY OF AGRICULTURE CERTIFIED POUNDS ECCE PER TON TIME LOAD SCALED AM PM Certification below valid only with authorized signature: This is to cerlify that the material herein described meets the applicable contract specifications and requirements. Cert. # River City Stone By: d ; aT 105 . DUPLICATE COPY WIIE 09 -21 -10 1VMcDERMOTT EXCAVATING 14407 HWY 20 WEST DUBUQUE, IOWA 52003 -9709 General Excavating Fax: 563 -583 -5858. Residential • Commercial • Industrial • Trucking • Demolition JP Cullen & Sons, Inc. ATTN: Tim Bizjak P.O. Box 1957 Janesville, Wisconsin 53547 -1957 Re: 10th & Central Parking Ramp & Fire Station REQUEST FOR CHANGE ORDER Fire Station - 08 -31 -10 Excavate unsuitable material & disposal 30.82 CY Furnish & place compacted limestone 30.82 CY 09-01 -10 Excavate unsuitable material & disposal 51.34 CY Thank you. on C. McDermott screenings Furnish'& place compacted limestone screenings 51.34 CY 563 -583 -4633 J.P. CULLEN & SONS, INC. LOCATION/LOCATION # (4)-1., DATE • RIVER CITY STONE DIVISION OF MATHY CONSTRUCTION CO. P.O. BOX 1430 DUBUQUE, IA 52004-1430 FOR DELIVERIES CALL- 563-582-6764 FOR BILLING INQUIRIES CALL- 608-568-3433 CUSTOMER NAME , • WI i 0 e. InAC/H E Y CUSTOMER ADDRESS . • CUSTOMER TELEPHONE # CUSTOMER PROJECT Pt4 )(.. v • 1:mi:A 0 cir:hy 546/1,',,- DELIVERY RECEIF 'an PLEASE NOTE - WE WE-1. ASSUME NO RESPONSIBUTY FOR OVERLOADS AFTER LEAVING WEIGH SCALES AND MW DAMAGES WHERE DELIVERY IS MADE BEYOND CURB LINES. TRUCKER ID TRUCK # DHIRED S 41 BY, RIVER OM YES 1 I NO I x -- 1 DRIVER'S SIGNATURE RECEIVED BY WEIGHTS IN POUNDS. . ..... - PRODUCT. . Cl-tECK APP-ROPRIATE"..P.RODOOT 0 122 3/4 BASE .: : - ti 119 x CLEAN 0 151 3:-4" BREfiKER RUN 0 126 1" CLEAN 0 152 6-8" BREAKER RUN • D.17 1 1/2" CLEAN , . 0 160 RIP RAP , d 3-9" CLEAN 0 161 SHOT ROCK 0 162 STRIPPING AND FILL 1 _als5P33 FILL LIME 0 262 FILL SAND 0 153 QUARRY LIME (AG LIME) 0 310 RECYCLED BLACKTOP 0 247 WASHED RIVER STONE 0 109 GRANULAR SUBBASE 0 146 3/8 WASHED CHIPS 0 136 SPECIAL BACKFILL 0 150 112" WASHED CHIPS 0 446 MODIFIED SUBBASE 0 174 CONCRETE STONE ' 0 OTHER PRODUCT ' .4: ,E1 Tin 22500 lb . , , .... 4 1 +:$ ) LIN 1 TARE , . TONS IOWA SECRETARY OF AGRICULTURE CERTIFIED POUNDS ECCE PER TON TIME LOAD SCALED - AM PM Certification below valid only with authorized signature: This is to certify that the material herein described meets the applicable contract specifications and requirements. Cert. # River City Stone By: 844224 0T105 DUPLICATE COPY LOCATION/LOCATION # (P k 1 DATE RIVER CITY STONE DIVISION OF MATHY CONSTRUCTION CO. P.O. BOX 1430 DUBUQUE, IA 52004-1430 FOR DELIVERIES CALL- 563-582-6764 FOR BILLING INQUIRIES CALL- 608-568-3433 CLISTOMER NAME -);. . I AA I i . )Pi ii•"4 17 --k (-' CUSTOMER ADDRESS - , • CUSTOMER TELEPHONE # CUSTOMER PROJECT DELIVERY RECEIPT PLEASE NOTE TRUCKER ID TRUCK # --) HIRED BY RIVER CITY . WE WILL ASSUME NO ReseoNsarry FOR OVERLOADS AFTER LEAVING 1VEIGH SCALES AND ANY DAMAGES WHERE DELIVERY IS MADE BEYOND CURB LINES. YES I I NO • DRIVER'S SIGNATURE C "-- l7 --2.,----- i< .._ RECEIVED BY WEIGHTS IN POUNDS . gROSS —,.......,..., . .:. --,!,,,,•• ...... : =fi • .. . .. .... At, - TARE 22710 1 h 4 .. .. --., e 09 t , .71./ k. PRODUCT ' ' CHECK APPRWEIIATE PRODUCT .31- 0 122.3/4" BASE ;= k•616' 1 ..., 1 r ,fq 119 r CLEAN 11 'er Fe I/mt l:I 141 i 3-.4 1: . ,,Et IR RUN 0 126 1" CLEAN Eflt RUN 0 127 1 1/2" CLEAN Di RIP RAP Le, ,- 21 0 164 3-9" CLEAN •i• 9 151 SHOT ROCK 0 162 STRIPPING AND FILL eglit3 FILL LIME 0 262 FILL SAND 0 153 QUARRY LIME (AG LIME) 0 310 RECYCLED BLACKTOP 0 247 WASHED RIVER STONE 0 109 GRANULAR SUBBASE 0 145 s/r WASHED CHIPS 0 136 SPECIAL BACKFILL 0 150 1/2" WASHED CHIPS i„ 0 446 MODIFIED SUBBASE - . 0 174 CONCRETE STONE : 0 OTHER PRODUCT ' TARE ' ..- ..... TONS IOWA SECRETARY OF AGRICULTURE CERTIFIED POUNDS ECCE PER TON TIME LOAD SCALED AM PM Certification below valid only with authorized signature: This is to certify that the material herein described meets the applicable contract specifications and requirements. Cert. # River City Stone By: QT 105 833900 e . DUPLICATE COPY LOCATION/LOCATION # IA DATE RIVER CITY STONE DIVISION OF MATHY CONSTRUCTION CO. P.O. BOX 14SD DUBUQUE. IA 52004-1420 FORDELIVERfES CALL- 563-582-6764 FOR BILLING INQUIRIES CALL- 608-568-3433 CUSTOMER NAME ,P,o..tt ..41 i /...X ( CUSTOMER ADDRESS -.,. ' . CUSTOMER TELEPHONE # CUSTOMER PROJECT 1-1 L. , f 1 t-g 1,1 . ) 'V . i Cif../11 .,3 f DELIVERY RECEIPT PLEASE NOTE WE WILL ASSUME NO RESPONSIBUTY FOR OVERLOADS AFTER LEAVING WEIGH SCALES AND ANY DAMAGES WHERE DELIVERY IS MADE BEYOND CURB UNES. TRUCKER ID TRUCK #-./ 5 V./ HIRECPBY RIVER WY YES I I NO170 DRIVEJXS,SIGNATURE _. :'• RECEIVED BY WEIGHTS IN POUNDS i ..... i PRODUCT CHECK APPROPRIATE PRODUCT . 0 122 3/4" BASE 0 119 3" CLEAN 0 151 3-4" BREAKER RUN El 126 1" CLEAN ID 152 6-8" BREAKER RUN . 0 127 1 1/2" CLEAN 0 160 RIP RAP 0 164 3-9" CLEAN ID El 14 STRIPPING AND FILL . -fl.bor 33 FILL ' LIME 0 262 FILL SAND 0 153 QUARRY LIME (AG LIME) 0 310 RECYCLED BLACKTOP 0 247 WASHED RIVER STONE 0 109 GRANULAR SUBBASE 0 146 3/8" WASHED CHIPS 1:1 136 SPECIAL BACKFILL 0 150 1/2" WASHED CHIPS 0 446 MODIFIED SUBBASE DI 174„...0, CRETE STONE 0 OTHE ' fIRODUCT - TAW nKI lb ----- --- -- - ''' — 15.S$'T 10:070N9/01/2W TARE ::•:;):::., ::•::: TONS IOWA SECRETARY OF AGRICULTURE CERTIFIED POUNDS ECCE PER TON TIME LOAD SCALED AM PM Certification below valid only with authorized signature: This is to certify that the material herein described heels the applicable contract specifications and requirements. Cert. # River City Stone By: 833905 OT 105 DUPLICATE COPY LOCATION/LOCATION* CO DATE K . -, RIVER CITY STONE DIVisioN OF IJATHY CONSTRUCTION CO. P.O. BOX 14SO DUBUQUE, tA 52004-1430 FOR DELIVERIES CALL- 563-582-6764 FOR BILLING INQUIRIES CALL- 608-568-3433 CUSTOMER NAME 4:. " 1 n ,. L.) e, f Av if LI': S., CUSTOMER ADDRESS CUSTOMER TELEPHONE # CUSTOMER PROJECT . •\ b ‘. DELIVERY RECEIPT PLEASE NOTE WE WILL ASSUME NO FIESPONSIBLRY FOR OVERLOADS AFTER LEAVING WEIGH SCALES AND ANY DAMAGES MERE DELIVERY IS MADE BEYOND CURB UNES. TRUCKER ID TRUCK # •Z I HIRED BY RIVER CITY - YES 1 I NO 1 1 DRIVER'S SIGNATU RECEIVED BY WEIGHTS IN POUNDS ..s. , - ,, - - 5 ., it PRODUCT CHECK APPROPRIATE PRODUCT El 122 3/4 BASE El 119 3" CLEAN DI 151 3-4" BREAKER RUN 0 126 1" CLEAN ID 152 6-8" BREAKER RUN DI 127 1 1/2" CLEAN DI 160 RIP RAP ID 164 3-9" CLEAN ID 161 SHOT ROCK 0 162 STRIPPING AND FILL ael 33 FILL LIME ID 262 FILL SAND ID 153 QUARRY LIME (AG LIME) ID 310 RECYCLED BLACKTOP ID 247 WASHED RIVER STONE ID 109 GRANULAR SUBBASE El 146 3/8" WASHED CHIPS 0 136 SPECIAL BACKFILL DI 150 1/2" WASHED CHIPS 0 446 MODIFIED SUBBASE O 174 CONCRETE STONE 0 OTHER PRODUCT TARE TARE 24800 lb . ... - . - .. PIET sd 1 _ •4...n - ki ..) .,,; 10,11 L.L.'-irtj i + :if =• ■ LOAD SCALED NET .-. :. .. , - ' TONS TIME IOWA SECRETARY OF AGRICULTURE CERTIFIED POUNDS ECCE PER TON Certification below valicl..only with authorized signature: This 15 to certify that the material herein described meets the applicable contract specifications and requirements. Cert. # River City Stone By: 846171 0T105 DUPLICATE COPY LOCATION /LO.CATION# r DATE RIVER CITY STONE DIVISION OF MATRY CONSTRUCTION CO. Po. BOX 1430 DUBUQUE, IA 52004 -1430 CUSTOMER NAME r I I ( t P rib: iT 1 r J. - C. CUSTOMER ADDRESS FOR DELIVERIES CALL- 563 -582 -6764 FOR BILLING INQUIRIES CALL- 608- 568.3433 CUSTOMER TELEPHONE # CUSTOMER PROJECT �` DELIVERY RECEIPT ICA1,t 51 t''c, i_ „4- t,v4'0 t/1 ?AD PLEASE NOTE TRUCKER ID TRW"( # <L. HIRED BY RIVER CITY WE WILL. ASSUME NORESPONSIBLIIY FOR OVERLOADSAF ; rEq.,LEAVING WEIGH YES _ NO 1 1 SCALES AND ANY.DAMAGES WHERE DELIVERY 1S MADE BEYOND CURB LINES. DRIVER'S SIGNATURE RECEIVED BY WEIGHTS IN POUNDS a`c� = s;sstrF '�:::�;�;,'. ,In�� _;:.f.'; �P < {Pi F?ti3)_ _ '_ s • G5° ;= ,_ . .. x- .;�` > "' >; • . 1 TARE ,:.. .'_ 4t .: i:.:: lb = _ %r • _ __ , ; ,., : ,. :: :: p; _,- :; _, : ,.. :: } ..,...:,. ,_�..• 13.:a T IIn: ;.3AMi 09/0U2011:1 PRODUCT ;:;r" - - : CHECK APPROPRIATE PRODUCT F = 3/4" 3" ❑ 122 3/4 BASE ❑ 119 3 CLEAN ::,:•........-. ❑ 151 3-4" BREAKER RUN ❑ 126 1" CLEAN TARE ❑ 152 6 -8" BREAKER RUN ❑ 127 1 1/2" CLEAN ❑ 160 RIP RAP 0 164 3-9" CLEAN ❑ 161 SHOT ROCK ❑ 162 STRIPPING AND FILL - g 133 FILL LIME ❑ 262 FILL SAND c N ET _ 9 s_ 153 QUARRY LIME (AG LIME) 310 RECYCLED BLACKTOP ❑ 247 WASHED RIVER STONE ❑ 109 GRANULAR SUBBASE �.;a_:: ; ' ❑ 146 3/8 WASHED CHIPS ❑ 136 SPECIAL BACKFILL _ -- ❑ 150 1/2" WASHED CHIPS ❑ 446 MODIFIED SUBBASE TONS ❑ 174 CONCRETE STONE ❑ OTHER PRODUCT IOWA SECRETARY OF AGRICULTURE CERTIFIED POUNDS ECCE PER TON TIME LOAD SCALED AM PM Certification below valid only with authorized signature: This is to certify that the material herein described meets the applicable contract specifications and requirements. Cert. # River City Stone By: QT 105 833907 DUPLICATE COPY LOCATION /LOCH -ION (� DATE RIVER CITY STONE DIVISION OF MATFB( CONSTRUCTION CO. P.O. BOX 1430 DUBUQUE, IA 52004.1930 FOR DELIVERIES CALL- 563 - 582 -6764 FOR BILLING INQUIRIES CALL- 608-568-3433 CUSTOMER NA1yIE� ; ill � �(�^''' r ,t ; f]O fr ^^ .j ( _, CUSTOMER ADDRESS CUSTOMER TELEPHONE # CUSTOMER PROJECT 196,,t,',, l yam / 7t,..7' /1 0 .. iC.# 5 ' c J DELIVERY RECEIPT / // PLEASE NOTE WE WILL ASSUME NO RESPONSIBUTY FOR OVERLOADS AFTER LEAVING WEIGH SCALES AND'ANX DAMAGES WHERE DELIVERY IS MADEBEYOND CURB LINES, TRUCKER ID UC �, ,7- "' HIRED BY RIVER CITY ."- • YES ( 1 NO "X` DRIVER'S SIGNATURE r- .ice �r RECEIVED BY WEIGHTS IN POUNDS :oss' :_ - - - ct}` 4p ;:�s:=:'= E,_.R;;.- : ✓:::;�;:; .. -'�'.: 1Rr`. 24300 lb • :.__..; ...._ :........ ..:_.. , _,..:,... y - _ • r .�� 09/01/2010 14.81 T PRODUCT CHECK APPROPRIATE PRODUCT ❑ 122 3/4" BASE ❑ 119 3" CLEAN ❑ 151 3 -4" BREAKER RUN ❑ 126 1" CLEAN ❑ 152 6 -8" BREAKER RUN :E 1:.;127 1 1 /2" CLEAN ❑ 160 RIP RAP ❑ 164 3 -9" CLEAN ❑ 161 SHOT ROCK . ❑ 162 STRIPPING AND FILL 133 FILL LIME ❑ 262 FILL SAND C C 9 Y LED BLACKTOP A LIME (AG LIME) 310 RE 153 QUARRY LIM G 3 Q N A SUBBASE UL R ❑ 247 WASHED RIVER STONE ❑ 109 GRANULAR �� S 136 SPI= CIAL'BACKFILL 9 146 3/8 WASHED CHIPS ❑ ❑ 150 1 /2" WASHED CHIPS ❑ 446 MODIFIED SUBBASE 9 174 CONCRETE STONE ❑ OTHER PRODUCT TARE . :........ : NET:; =:: TONS IOWA SECRETARY OF AGRICULTURE CERTIFIED POUNDS ECCE PER TON I TIME LOAD SCALED AM PM Certification below valid only with authorized signature: This Is to certify that the material herein described meets the applicable contract specifications and requirements. Cert. # River City Stone By: QT 105 833913 DUPLICATE COPY LOCATION/LOCI I DATE RIVER CITY STONE DIVISION OF MATHY CONSTRUCTION CO. P.O. BOX 200 DUBUQUE, IA 520041430 FOR DELIVERIES CALL- 563 -582 -6764 FOR BILLING INQUIRIES CALL - 608- 568 -3433 CUSTOMER NA us.w �.i � - � - CUSTOMER ADbRESS . CUSTOMER TELEPHONE # CUSTOMER PROJECT , it/ 4 $0 t (t�$ 1�) t 0V . e' DELIVERY RECEIPT fy_7 PLEASE NOTE TRUCKER ID TR K # 1 HIRED BY RIVER CITY ,r W EWILI ASSUME NO RESPONSIBLITY FOR OVERLOADS AFTER LEAVING WEIGH SCALES AND ANY DAMAGES WHERE•DF IS MADE BEYOND CURB LINES. . YES =II NO DRIVER'S SIGNATURE RECEIVED BY WEIGHTS IN POUNDS • ry �:;��, %% `"k: = rii }' `T: '. PRODUCT y ��'II: YI Sy .. � CHECK APPROPRIATE PRODUCT p 122 314 AS d AN " BASE 119 3" CLEAN ❑ 151 3 -4" BREAKER RUN ❑ 126 1" CLEAN ❑ 152 6 -8" BREAKER RUN ❑ 127 1 1/2" CLEAN ❑ 160 RIP RAP ❑ 164 3 -9 " CLEAN © 161 SHOT ROCK - ❑ 162 STRIPPING AND FILL 133 FILL LIME ❑ 262 FILL SAND p 153 QUARRY LIME (AG LIME) ❑ 310 RECYCLED BLACKTOP • ❑ 247 WASHED RIVER STONE ❑ 109 GRANULAR SUBBASE p 146 3!8" WASHED CHIPS ❑ 136 SPECIAL BACKFILL © 150 112 "WASHED CHIPS ❑ 446 MODIFIED SUBBASE 0 174 CONCRETE STONE p OTHER PRODUCT ,. ` : '!-' '�'• `T ''• : is -T .__`... ._ }:_. i :7 . - i`' - �.:z r ' -- _,. .. - TARE hE3E' Nam " ; "` '''"''� .:b • _; NEI ' ` - - i=• i'_=. ':=.::::_ = .,:`:°:`; `, ' =`' -`- .. = - _ _ ..,,,,, .;;,,.,..: ir:: °�' : - ;:a:'r ?; °:ri::.j < : . ris: ..�� `: �� r'':.',.j; , ` . ;; TONS' � , 14,64 � .':,: a 1r.'-?`i D910119010 IOWA SECRETARY OF AGRICULTURE CERTIFIED POUNDS ECCE PER TON TIME LOAD SCALED AM PM Certification below valid only with authorized signature: This Is to certify that the material herein described meets the applicable contract specifications and requirements. , Cert. # River City Stone By: 8463. 7 5 OT105 DUPLICATE COPY LOCATION/LOCATION # „,/ 19 ---) DATE RIVER CITY STONE DIVISION OF MATHY CONSTRUCTION CO. RO. BOX 1430 DUBUQUE, IA 52004-1430 FOR DELIVERIES CALL- 563-582-5764 . FOR BILLING INQUIRIES CALL- 608-568-3433 CUSTOMER NAME , - ---•,!--?4- - - /77 C •fl(. , . .-,3„ . t.--1 / Jr ; 1: , 7 / / ' CUSTOMER ADDRESS . , — --, . CUSTOMER TELEPHONE # CURAIEtt PROJECT ' i / lz...c2... g,,,..) : DELIVERY RECEIPT PLEASE NOTE WE WLL ASSUME NO RESPONSIBLITY FOR OVERLOADS AFTER LEAVING WEIGH SCALES AND ANY DAMAGES WHERE DELIVERY IS MADE BEYOND CURB LINES TRUCKER ID TRU0KAL, .....-.1 4,, r ,•;› HIRED BY RIVER _GM , • YES 1 1 NO.) ,.,- DRIVER: RE RECEIVED BY . WEIGHTS 1N POUNDS -0000:0:, • TARE ' Th !:1Er;:ill:If•?' " n '.f ./ :- 3t b .1.../..3 PRODUCT CHECK APPROFFilATE PRODUCT I:1 122 3/4" BASE ::7 • ID 119 r CLEAN El 151 3-4" BREAKER RUN 9 lgs 1" CLEAN 9 152 6-8" BREAKER RUN . 1:1 127 1 1/2" CLEAN El 160 RIP RAP 0 164 3-9" CLEAN 0 181' SHOT ROCK ,EI 162 STRIPPING AND FILL - ,. 33 FILLLINIE ; Av•: : 9 262 FILL SAND IJ 153 QUARRY LIME (AG LIIIiIEM! I:1 310 RECYCLED BLACKTOP 0. 247 WASHED RIVER STONE 0 109 GRANULAR SUBBASE 3 146 3/8" WASHED CHIPS 0 136 SPECIAL BACKFILL o 150 vz WASHED CHIPS 9 446 INDIFIED SUBBASE 0174 CONCRETE STONE 0 OTHEORODUCT ., - 'sx .. _ . TARE 0:' ",:. TONS IOWA SECRETARY OF AGRICULTURE CERTIFIED g--POUNDS ECCE PER TON . . ,... I TIME LOAD SCALED AM PM Certification below valid only with authorized signatuVe4il „ ... This is to certify that the material herein described meetsinkablic;Ele contract specifications and requirements. ` Cert. # River CitPti:14 . By: '.:,;- , . 0T105 846150 DUPLICATE COPY LOCATION/LOCATION # f i • 4444 DATE RIVER CITY STONE DIVISION OF MATHY CONSTRUCTION CO. DUBUQUEBA FOR DELIVERIES CALL- 563 -582 -6764 FOR BILLING INQUIRIES,CALL- 608-568-3433 CUSTOMER NAME 1 r / {•' 7. f , tn1 CUSTOMER ADDRESS ( p A Iii e . r' -_!F 1 t 4 � ; ; ,Ii .. i;� 1; .'. "' .1 -'''' + 1 CUSTOMER TELEPHONE # CUSTOMER PROJECT i f 4X -1 ` t 's DELIVERY RECEIPT PLEASE NOTE WE WILL ASSUME NO RESPONSIBLI Y FOR OVERLOADS AFTER LEAVING WEIGH SCALES AND ANY DAMAGES WHERE DELIVERY is MADE BEYOND CURB LINES. TRUCKER ID TRUCK ,-,..1 HIRED BY RIVER CITY �,--' YES 1 I NO I DRIVER'S SIGNATURE �° iK RECEIVED BY - WEIGHTS IN POUNDS �._. , .. r i7..; GROSS''{ :'F.- _ °i'r`��Xtti_;:�cr,:�S+:t'z = c=� 3 ::.-TZ•.? j.e ... r . -tom` t}... ,.::: # . -.::' ::: ` r :•'.:'. TOE 21580 lb : • _ • - - - _ '- >k�= .� �.�!"�a.�'' _'•_;�- <' -;:�; rr... - - 1.5. ,:r �+ .t9 i i l l r : 1 / 2010 PRODUCT - CHECK APPROPRIATE PRODUCT ❑ 122 3/4" BASE ❑ 119 3• CLEAN 0 151 3 -4" BREAKER RUN ❑ 126 1 "CLEAN ❑ 152 6 -8" BREAKER RUN ❑ 127 1 1/2" CLEAN ❑ 160 RIP RAP ❑ 164 3-9" CLEAN 0 161 SHOT ROCK ❑ 162 STRIPPING AND FILL R433 FILL LIME ❑ 262 FILL. SAND Y BLACKTOP 310 RECYCLED LIME (AG LIME) 31 QUARRY LIM 1 53 Q UAR ❑ ❑ 247 WASHED RIVER STONE ❑ 109 GRANULAR SUBBASE WASHED CHIPS 136 SPECIAL BACKFILL 463/ 8 W ❑ ❑ 150 1/2" WASHED CHIPS © 446 MODIFIED SUBBASE ❑ 174 CONCRETE STONE ❑ OTHER PRODUCT TARE -NET - - TONS IOWA SECRETARY OF AGRICULTURE CERTIFIED POUNDS ECCE PER TON TIME LOAD SCALED AM PM Certification below valid only with.authorized signature; This is to certify that the material herein described meets the applicable contract specifications and requirements. Cert. # River City Stone By: QT 105 846151 DUPLICATE COPY LOCATION/LOCATION # , .----) J') / / DATE RIVER CITY STONE DIVISION OF MATHY CONSTRUCTION CO. P.O. BOX 1430 DUBUQUE, IA 52004-1430 FOR DELIVERIES CALL- 563-582-6764 FOR BILLING INQUIRIES CALL- 608-568-3433 CUSTOMER NAME n.:7 •• / - .; • .; 'VT (. gt J. ' ,k.tit;51 \ \ CUSTOMER ADDRESS . ,..... ..4.1...1,-, ;,, - - .k t...-? f . ':, ''';'''• % ''' CUSTOMER TELEPHONE # CUSTOMER PROJECT I : );. •*:i I A+ 1,--ti,.7--,' DELIVERY RECEIPT . , PLEASE NOTE WE WILL ASSUME NO FIESPONSIBLITY FOR OVERLOADS AFTER LEAVING WEIGH 1 SCALES AND ANY DAMAGES WHERE DELIVERY IS MADE BEYOND CURB LINES. TRUCKER ID . TRUCK IV - -. HIRED BY RIVER CITY ...-:10' YES I I/ NO 1 ..-2- I DRIVERS-SIGNATURE .......... RECEIVED BY WEIGHTS IN POUNDS . W C: 'PE. 21T3n lb ,77,,a7.7;-::::5f.:::,;:,,:i.::,:,:.,::::-: .. , 0 8 7 441 68/31/2018 . PRODUCT : CHECK APPROPRIATE PRODUCT ID 122 314" BASE 0 119 3" CLEAN 0 151 3-4" BREAKER RUN 0 126 1" CLEAN 0 152 6-8" BREAKER RUN 0 127 1 1/2" CLEAN 0 160 RIP RAP 0 164 3-9" CLEAN 0 . 161 SHOT ROCK 0 162 STRIPPING AND FILL • 33 FILL LIME 0 262 FILL. SAND 0 153 QUARRY LIME (AG LIME) 0 310 RECYCLED BLACKTOP 0 247 WASHED RIVER STONE 0 109 GRANULAR SUBBASE 0 146 3/8" WASHED CHIPS 0 136 SPECIAL BACKFILL ID 150 1/2'' WASHED CHIPS 0 446 MODIFIED SUBBASE 0 174 CONCRETE STONE 0 OTHER PRODUCT " TARE NET ,, TONS IOWA SECRETARY OF AGRICULTURE CERTIFIED - POUNDS ECCE PER TON TIME LOAD SCALED AM PM Certification below valid only with authorized signature: This is to certify that the material herein described meets the applicable contract specifications and requirements. - Cert. It River City Stone By: • QT 105 846153 DUPLICATE COPY LOCATION/LOCATION # i EP 7 7 DATE RIVER CITY STONE DIVISION OF MATHY CONSTRUCTION CO. P.O. BOX 1430 DUBUQUE, IA 62004-1430 FOR DELIVERIES CALL- 563-582-6764 FOR BILLING INQUIRIES CALL- 608-568-3433 CUSTOMER NAME r;: PC ,i,C.e.,--.,:-Ld..riV CUSTOMER ADDRESS i i 9 e ., r . " i , 41 .. -e 4 ...?_,s ,r1. , , .el ,. _, 4, CUSTOMER TELEPHONE # CUSTOMER PROJECT .. J".■ „.... fli f I , /,--' , S , ...;::4 - • -4 Jr if ,1.1,--;•f,,..:A? DELIVERY RECEIPT .,: .:- . - ''' PLEASE NOTE WE Will MSUME NO WSPONSIBLITY FOR OVERLOADS AFTER LEAVING WEIGH SCALES ANC ANY DAMAGES MERE DEUVERY IS MADE BEYOND CURB LINES. TRUCKER ID TfiliCKA.., - a ;;;;;?' HIRED BY RIVER GM' /... YES I I NO Emi DRIVERS SIGIVURE :r—. RECEIVED BY WEIGHTS IN POUNDS VOW :. ,-..- .... '.4.4?,.. ;.: , . g--A .:f„,. ., taft PRODUCT . CHECK APPROPRIATE PRODUCT 0 122 3/4" BASE 0 119 w CLEAN 0 151 374" BREAKER RUN 0 126 1" CLEAN CI 152 6-8" BREAKER RUN 9 127 1 1/2" CLEAN 0 160 RIP RAP 0 164 3-9" CLEAN 0 j61 SHOT ROCK 0 162 STRIPPING AND FILL • • 133 FILL LIME 0 262 FILL SAND 0 153 QUARRY LIME (AG L(ME) 0 310 RECYCLED BLACKTOP ID 247 WASHED RIVER STONE 0 109 GRANULAR SUBBASE 0 146 3/8" WASHED CHIPS 0 136 SPECIAL BACKFILL 0 150 1/2" WASHED CHIPS 0 446 MODIFIED SUBBASE 0 174 CONCRETE STONE 0 OTHER PRODUCT TARE TAR'E 715E10 2b ' -- - ' -- ..... 15=27 I 09% 08/3112010 : ;;;NET/ . .::: - TONS IOWA SECRETARY OF AGRICULTURE CERTIFIED POUNDS ECCE PER TON TIME LOAD SCALED AM PM Certification below valid only with authorized signature: This Is to certify that the material hereln described meets the applicable contract specifications and requirements. Cert. # River City Stone By QT 105 46154 DUPLICATE COPY 10/28/2010 Desman Associates Attn: Jeffrey S. Henriksen 20 North Clark Street Chicago, IL 60602 Fax: 312.263.8406 Additional remarks: Sincerely, J.P. Cullen & Sons, Inc. cc: Job, File General Contractor Since 1892 Re: 10th & Central Ramp -Fire Station Exp RQ #015 - Rebar Allowance www.jpcullen.com We are pleased to submit our quotation in the amount of ... $ -2430 for the above referenced proposal request. Attached is an itemized cost breakdown for your review. Upon acceptance, please notify us by written change order. Should you have any questions, please advise. Per General Note #38 on sheet S -002, 1500 Ibs of uncoated reinforcing steel and 1500 Ibs of epoxy coated reinforcing steel was to be included in the Contract. JPC to credit back these amounts based on the unit price rates. f_pco_05 DESCRIPTION QTY UNIT U/P Labor U/P 1 Material U/P Equip U/P Subcontr JPC Work: 1 LS 0 0 0 0 Uncoated Reinforcing Steel -1500 LBS 0 0 0 0.77 -1,155 Epoxy Coated Reinforcing Steel -1500 LBS 0 0 0 0.85 -1,275 LS 0 0 0 0 LS 0 0 0 0 LS 0 0 0 0 LS 0 0 0 0 LS 0 0 0 0 LS 0 0 0 0 1 LS 0 0 0 0 1 LS 0 0 0 0 1 LS 0 0 0 0 SUBTOTAL PTI (38.5 %) $0 $0 $0 $0 - $2,430 Tax Exempt $0 $0 Tax (7 %) - for misc purchases $0 $0 SUBTOTAL $0 $0 $0 Overhead & Profit (10 %) $0 $0 $0 SUBTOTAL Subcontractor Fee (5 %) - $2,430 J.P. Cullen & Sons, Inc. P.O Box 1957, Janesville, Wisconsin 53547 Job Number: Project: RQ #: Other Reference: Date: Description: 5114 Dubuque Parking Ramp & Fire Station 015 Reber Allowances 10/20/2010 Credit back of rebar allowances SUBTOTAL $0 50 50 Bond & Insurance 2% - $2,430 Total - 52,430 $0 Grand Total: - $2,4301