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Home My WebLink About2014-10-27-Meeting Agendawww.augustaga.gov Public Service Committee Meeting Commission Chamber- 10/27/2014- 1:00 PM PUBLIC SERVICES 1. New Ownership Application: A. N. 14-41: A request by Curtis Thompson for an on premise consumption Beer License to be used in connection with Sofia's Pizzeria located at 3706 Mike Padgett Hwy. There will be Sunday Sales. Commission District 1. Super District 9. Attachments 2. New Application: A. N. 14-42: A request by Dondiel Smith for an on premise consumption Liquor, Beer, Wine License to be used in connection with Red Lion Pub & Grill located at 1936 Walton Way.There will be Dance. There will be Sunday Sales. Commission District 1. Super Disrict 9. Attachments 3. Motion to approve Bid Item 14-198, Window and Door Renovation Project for The Boathouse Community Facility, to Larry McCord Design/Build in the amount of $103,992.00. Attachments 4. Motion to approve the minutes of the Public Services Committee held on October 13, 2014. Attachments 5. Update from Heery on the Municipal Building renovations. Attachments 6. Update from Planning and Development Code Enforcement on the status of the property at Clay Street and Steiner Avenue. (Requested by Commissioner Fennoy) Attachments 7. Motion to approve authorizing staff to proceed with crafting plans for locating the Administrator's Office on the second floor. (Requested by Commissioner Ben Hasan) Attachments 8. Motion to approve the Request for Change Order submitted by the Construction Manager at Risk (Turner Construction Company) for Municipal Building Renovations. Attachments Public Service Committee Meeting 10/27/2014 1:00 PM Alcohol Application Department:Planning & Development Caption:New Ownership Application: A. N. 14-41: A request by Curtis Thompson for an on premise consumption Beer License to be used in connection with Sofia's Pizzeria located at 3706 Mike Padgett Hwy. There will be Sunday Sales. Commission District 1. Super District 9. Background:This a new ownership application. Formerly in the name of Daniel Magana. Analysis:This applicant meets the requirements of the City of Augusta Alcohol Ordinance. Financial Impact:The applicant will pay a pro-rated fee of $1,582.50. Alternatives: Recommendation:Planning & Development recommends approval. The RCSO recommends approval. Funds are Available in the Following Accounts: REVIEWED AND APPROVED BY: Finance. Law. Administrator. Clerk of Commission Cover Memo Item # 1 Attachment number 1 \nPage 1 of 2 Item # 1 Attachment number 1 \nPage 2 of 2 Item # 1 Public Service Committee Meeting 10/27/2014 1:00 PM Alcohol Application Department:Planning & Development Caption:New Application: A. N. 14-42: A request by Dondiel Smith for an on premise consumption Liquor, Beer, Wine License to be used in connection with Red Lion Pub & Grill located at 1936 Walton Way.There will be Dance. There will be Sunday Sales. Commission District 1. Super Disrict 9. Background:This is a New Application. Analysis:The applicant meets all of the requirements of The City of Augusta Alcohol Ordinance. Financial Impact:The applicant will pay a pro-rated fee of $3,613.50. Alternatives: Recommendation:Planning & Development recommends approval. The R.C.S.O. recommends approval. Funds are Available in the Following Accounts: REVIEWED AND APPROVED BY: Finance. Law. Administrator. Clerk of Commission Cover Memo Item # 2 Attachment number 1 \nPage 1 of 2 Item # 2 Attachment number 1 \nPage 2 of 2 Item # 2 Public Service Committee Meeting 10/27/2014 1:00 PM Approve Bid Item 14-198, Window and Door Renovation Project for The Boathouse Community Facility Department:Recreation, Parks and Facilities Caption:Motion to approve Bid Item 14-198, Window and Door Renovation Project for The Boathouse Community Facility, to Larry McCord Design/Build in the amount of $103,992.00. Background:Funds were appropriated through SPLOST VI for improvements to The Boathouse Community Facility. Analysis:The recommended improvement project consisted of the replacement of old windows and doors with new, high quality and energy efficient windows and doors. A total of three (3) bids were received. Based upon staff and consultant review, the low, responsive bidder to meet specifications is Larry McCord Design/Build. His bid is based on Andersen Windows and Eagle Doors as per the specifications. Financial Impact:A total of $120,000 was budgeted for this project with the funding source being SPLOST VI for The Boathouse. Alternatives:1. To Approve Bid Item 14-198, new window and door renovations at The Boathouse Community Facility to Larry McCord Design/Build in the amount of $103,992.00 2. Move No Action thus delaying the intended improvements Recommendation:1. To Approve Funds are Available in the Following Accounts: 328061110 - 210066101 REVIEWED AND APPROVED BY: Finance. Cover Memo Item # 3 Law. Administrator. Clerk of Commission Cover Memo Item # 3 Recreation, Parks and Facilities Robert Levine, Director Augusta Recreation, Parks and Facilities 2027 Lumpkin Road, Augusta, Georgia (706) 796-5025 - Fax (706) 796-4099 www.augustaga.gov October 3, 2014 TO: Geri A. Sams, Procurement Director FROM: Robert Levine, Director SUBJECT: Recommendation of Award 14-198 The Department of Recreation, Parks and Facilities recommends award of Bid Item #14-198, The Boathouse Window and Door Renovation Project to Larry McCord Design/Build in the amount of $103,992.00. McCord Design/Build was the low, responsive bidder that met the required advertised specifications. Should you have any questions, do not hesitate to let me know. Thank you for your prompt assistance. C: Ron Houck The Boathouse SPLOST VI File Attachment number 1 \nPage 1 of 1 Item # 3 Attachment number 2 \nPage 1 of 1 Item # 3 Attachment number 3 \nPage 1 of 1 Item # 3 Public Service Committee Meeting 10/27/2014 1:00 PM Minutes Department:Clerk of Commission Caption:Motion to approve the minutes of the Public Services Committee held on October 13, 2014. Background: Analysis: Financial Impact: Alternatives: Recommendation: Funds are Available in the Following Accounts: REVIEWED AND APPROVED BY: Cover Memo Item # 4 Attachment number 1 \nPage 1 of 4 Item # 4 Attachment number 1 \nPage 2 of 4 Item # 4 Attachment number 1 \nPage 3 of 4 Item # 4 Attachment number 1 \nPage 4 of 4 Item # 4 Public Service Committee Meeting 10/27/2014 1:00 PM Municipal Building Update Department:Administrator's Office Caption:Update from Heery on the Municipal Building renovations. Background: Analysis: Financial Impact: Alternatives: Recommendation: Funds are Available in the Following Accounts: REVIEWED AND APPROVED BY: Finance. Law. Administrator. Clerk of Commission Cover Memo Item # 5 Public Service Committee Meeting 10/27/2014 1:00 PM Property at Clay Street and Steiner Avenue Department:Clerk of Commission Caption:Update from Planning and Development Code Enforcement on the status of the property at Clay Street and Steiner Avenue. (Requested by Commissioner Fennoy) Background: Analysis: Financial Impact: Alternatives: Recommendation: Funds are Available in the Following Accounts: REVIEWED AND APPROVED BY: Cover Memo Item # 6 Public Service Committee Meeting 10/27/2014 1:00 PM Relocate Administrator's Office Department: Caption:Motion to approve authorizing staff to proceed with crafting plans for locating the Administrator's Office on the second floor. (Requested by Commissioner Ben Hasan) Background: Analysis: Financial Impact: Alternatives: Recommendation: Funds are Available in the Following Accounts: REVIEWED AND APPROVED BY: Cover Memo Item # 7 Public Service Committee Meeting 10/27/2014 1:00 PM Request for Change Order submitted by the Construction Manager at Risk (Turner Construction Company) for the Municipal Building Renovations Department:Recreation, Parks and Facilities Caption:Motion to approve the Request for Change Order submitted by the Construction Manager at Risk (Turner Construction Company) for Municipal Building Renovations. Background:Turner Construction Company was selected under RFQ 10-039 as the project’s Construction Manager at Risk for the Augusta Georgia Municipal Building Interior Renovations project by the Augusta Commission on January 17, 2012. Construction was started on March 20, 2012. Analysis:Installation of auger cast piles began on June 3, 2013. On July 23, 2013 an issue with piles due to excessive underground water streams caused by heavy rains and the Army Corp of Engineers raising the level of the river was discovered. This was an unforeseen condition; (the water table taken during the soils testing was well below the levels encountered during the pile installation). All parties agreed to see if the lost time associated with this issue could be made up to offset some of the costs associated with the washed out piles before submitting a request for a change. On September 16, 2013 the County Administrator directed Turner to proceed with the corrective work. Corrective work on the piles was completed as directed by the engineer of record. This project has experienced several delays and requests to stop work due Owner issues. Therefore it is not possible to make up the time. This work has been completed and as agreed, Turner has submitted a Change Order Request. On September 18, 2014 Turner encountered unsuitable soils in the area for the new drive and parking (Engineers report is attached). In order to keep the project on time, Turner was instructed to proceed on a time and material basis and was monitored by the Special Inspector. The work was completed and Turner has submitted a Changer Order Request which is well under the original estimates. In order to avoid delays in the project it was necessary to approach these issues in this manner. All work and the costs associated with it have been reviewed by the architects and engineers and found to be reasonable and acceptable. Cover Memo Item # 8 Financial Impact:The cost associated with the Auger Cast piles is $512,873.88 and the cost associated with the unsuitable soils in the parking area is $64,502.20. The total cost of $577,376.08 is within the Total Project Budget. Alternatives:1) Approve the Change Order Requests from Turner Construction Company for $577,376.08 for the Auger Cast pile remediation and for the removal and replacement of unsuitable soils. 2) Reject the Change Order Request submitted by Turner Construction Company. Recommendation:1) Approve the Change Order Requests from Turner Construction Company for $577,376.08 for the Auger Cast pile remediation and for the removal and replacement of unsuitable soils. Funds are Available in the Following Accounts: GL 328-05-1120 JL 212055101 REVIEWED AND APPROVED BY: Finance. Procurement. Law. Administrator. Clerk of Commission Cover Memo Item # 8 Turner Construction Company 530 Greene Street Augusta, GA 30901-4480 October 13, 2014 Re: Augusta Municipal Renovation Project 130245 Change Order Request - Email Building the Future 20 Virgo Gambill Architects 2531 Center West Pkwy. Ste. 200 Augusta, GA 30909 Please reference the attached Cardno/ATC inspection reports, which instructed Turner Construction to remove the unsuitable subgrade encountered on 9/18/14. In reference to these reports, we instructed our subcontractors to price and proceed with the remediation work as recommended by Cardno/ATC. We have reviewed the proposals from the Subcontractors affected by this change and find them fair and reasonable. The following is a summary of these costs and fees: PCO # Item Company Description of Work Amount 245 10 Civil Site Services, Inc. Unforeseen Unsuitable Soils $60,282.43 245 30 Turner Overhead $3,104.55 245 50 Turner Profit $1,115.22 ______________ Direct Work Total $64,502.20 ______________ TOTAL $64,502.20 Turner Construction Turner Construction In accordance with Heery's Directive to proceed with this work as described above, we have instructed our subcontractors to price and proceed on their portions of the work. In the event you do not approve of this course of action, please advise immediately in order that we may stop this effort and minimize the cost involved. This change does not increase the time required to complete the project. Dear Mr. Gambill: Attachment number 1 \nPage 1 of 65 Item # 8 Turner Construction Co. October 13, 2014 Augusta Municipal Renovation Change Order Request - Please return one (1) copy of this letter indicating your approval of this Change Order Request, which will increase our contract by $64,502.20 (SIXTY-FOUR THOUSAND FIVE HUNDRED TWO Dollars and TWENTY cents) and increase our contract completion date by ZERO days, no later than close of business on October 20, 2014. This approval authorizes us to issue Change Orders to the Subcontractor(s) listed above and to include this change in our next application for payment cycle. Please feel free to contact me if you have any questions regarding this Change. Sincerely, Approved By:_________________________________ Date: _________________ Approved By:_________________________________ Date: _________________ Page 2 of 2Building the Future 20 Architect Owner's Representative Enclosures: Inspection Reports, Subcontractor Proposal cc: Heery, TCCo COR File Attachment number 1 \nPage 2 of 65 Item # 8 1841 West Oak Parkway, Suite F Phone: (770)427-9456 Marietta, Georgia 30062 Fax: (770)427-1907 FIELD REPORT PROJECT: Municipal Building Renovations and Modernizations ARC TYPE OF WORK: Proof Roll Observation CARDNO ATC PROJECT NO.: 066.21050.9430 DATE: 9/19/14 DAY: Friday CLIENT: City of Augusta CONTRACTOR: Turner Construction REMARKS: The referenced project was visited today as requested by the contractor to perform a proof roll observation at the asphalt drive area on the South side of the building. Please see the attached drawing for the approximate location. The contractor proof rolled the area with a loaded tandem axle dump truck. The entire area appeared to pump and rut underneath the wheels of the loaded dump truck. The contractor excavated 4 test pits. The approximate test pit locations are on the attached plan. Bricks and concrete was present at test pits 1, 2 and 4 to a depth of approximately 3 feet below subgrade. Test Pit 3 has soft, wet material to a depth of approximately 1.5 feet below the subgrade. The debris could be deeper in other areas throughout the drive area. It was recommended to the contractor to remove the debris until proper subgrade soils are encountered and replace the undercut area with clean structural soil fill or #34 stone up to the subgrade elevation. If soil fill is used, the fill should be compacted to the proper density. If #34 stone fill is used, the stone should be consolidated. The contractor requested that a Cardno ATC representative be present during the undercutting and backfill process. Attachment number 1 \nPage 3 of 65 Item # 8 1841 West Oak Parkway, Suite F Phone: (770)427-9456 Marietta, Georgia 30062 Fax: (770)427-1907 Please see the photographs below. Test Pit #1 Test Pit #2 Attachment number 1 \nPage 4 of 65 Item # 8 1841 West Oak Parkway, Suite F Phone: (770)427-9456 Marietta, Georgia 30062 Fax: (770)427-1907 Test Pit #4 Submitted by: Josh Watson Results Communicated to: Doug Dillard No observation of the owner, its consultants, or its Architects and no inspections, tests, or approvals by them shall relieve the Contractor from his obligation to perform the work in strict conformity with the Contract Documents. Consulting Environmental, Geotechnical & Materials Engineers Attachment number 1 \nPage 5 of 65 Item # 8 Proof Roll Area Test Pit 1 Test Pit 2 Test Pit 3 Test Pit 4 At t a c h m e n t n u m b e r 1 \ n P a g e 6 o f 6 5 It e m # 8 1841 West Oak Parkway, Suite F Phone: (770)427-9456 Marietta, Georgia 30062 Fax: (770)427-1907 FIELD REPORT PROJECT: Municipal Building Renovations and Modernizations ARC TYPE OF WORK: Undercutting Observation CARDNO ATC PROJECT NO.: 066.21050.9430 DATE: 9/22/14 DAY: Monday CLIENT: City of Augusta CONTRACTOR: Turner Construction REMARKS: The referenced project was visited today as requested by the contractor to observe undercutting operations at the asphalt drive area on the South side of the building. Please see the attached drawing for the approximate location. The contractor removed the soft material, bricks, old foundations and other construction debris to an average depth of 3.5 feet. The contractor backfilled the undercut area with #34 stone and placed a 12 inch thick lift of graded aggregate base to the asphalt subgrade elevation. The stone was consolidated with a smooth drum roller. The total amount of undercut material was approximately 275.5 cubic yards. Submitted by: Josh Watson Results Communicated to: Doug Dillard No observation of the owner, its consultants, or its Architects and no inspections, tests, or approvals by them shall relieve the Contractor from his obligation to perform the work in strict conformity with the Contract Documents. Consulting Environmental, Geotechnical & Materials Engineers Attachment number 1 \nPage 7 of 65 Item # 8 Area undercut today At t a c h m e n t n u m b e r 1 \ n P a g e 8 o f 6 5 It e m # 8 1841 West Oak Parkway, Suite F Phone: (770)427-9456 Marietta, Georgia 30062 Fax: (770)427-1907 FIELD REPORT PROJECT: Municipal Building Renovations and Modernizations ARC TYPE OF WORK: Undercutting Observation CARDNO ATC PROJECT NO.: 066.21050.9430 DATE: 9/23/14 DAY: Tuesday CLIENT: City of Augusta CONTRACTOR: Turner Construction REMARKS: The referenced project was visited today as requested by the contractor to observe undercutting operations at the asphalt drive area on the South side of the building. Please see the attached drawing for the approximate location. The contractor removed the soft material, bricks, old foundations and other construction debris to an average depth of 3.5 feet. The contractor backfilled the undercut area with #34 stone and placed a 12 inch thick lift of graded aggregate base to the asphalt subgrade elevation. The stone was consolidated with a smooth drum roller. The total amount of undercut material was approximately 291.7cubic yards. Submitted by: Josh Watson Results Communicated to: Doug Dillard No observation of the owner, its consultants, or its Architects and no inspections, tests, or approvals by them shall relieve the Contractor from his obligation to perform the work in strict conformity with the Contract Documents. Consulting Environmental, Geotechnical & Materials Engineers Attachment number 1 \nPage 9 of 65 Item # 8 Area undercut today At t a c h m e n t n u m b e r 1 \ n P a g e 1 0 o f 6 5 It e m # 8 1841 West Oak Parkway, Suite F Phone: (770)427-9456 Marietta, Georgia 30062 Fax: (770)427-1907 FIELD REPORT PROJECT: Municipal Building Renovations and Modernizations ARC TYPE OF WORK: Undercutting Observation CARDNO ATC PROJECT NO.: 066.21050.9430 DATE: 9/24/14 DAY: Wednesday CLIENT: City of Augusta CONTRACTOR: Turner Construction REMARKS: The referenced project was visited today as requested by the contractor to observe undercutting operations at the asphalt drive area on the South side of the building. Please see the attached drawing for the approximate location. The contractor removed the soft material, bricks, old foundations and other construction debris to an average approximate depth of 3.5 feet. The contractor backfilled the undercut area with #34 stone and placed a 12 inch thick lift of graded aggregate base to the asphalt subgrade elevation. The stone was consolidated with a smooth drum roller. The total amount of undercut material was approximately 275.5 cubic yards. Submitted by: Josh Watson Results Communicated to: Doug Dillard No observation of the owner, its consultants, or its Architects and no inspections, tests, or approvals by them shall relieve the Contractor from his obligation to perform the work in strict conformity with the Contract Documents. Consulting Environmental, Geotechnical & Materials Engineers Attachment number 1 \nPage 11 of 65 Item # 8 Area undercut today At t a c h m e n t n u m b e r 1 \ n P a g e 1 2 o f 6 5 It e m # 8 1841 West Oak Parkway, Suite F Phone: (770)427-9456 Marietta, Georgia 30062 Fax: (770)427-1907 FIELD REPORT PROJECT: Municipal Building Renovations and Modernizations ARC TYPE OF WORK: Undercutting Observation CARDNO ATC PROJECT NO.: 066.21050.9430 DATE: 9/25/14 DAY: Thursday CLIENT: City of Augusta CONTRACTOR: Turner Construction REMARKS: The referenced project was visited today as requested by the contractor to observe undercutting operations at the asphalt drive area on the South side of the building. Please see the attached drawing for the approximate location. The contractor removed the soft material, bricks, old foundations and other construction debris to an average approximate depth of 4 feet. The contractor backfilled the undercut area with #34 stone and placed a 12 inch thick lift of graded aggregate base to the asphalt subgrade elevation. The stone was consolidated with a smooth drum roller. The total amount of undercut material was approximately 201.4 cubic yards. Submitted by: Josh Watson Results Communicated to: Doug Dillard No observation of the owner, its consultants, or its Architects and no inspections, tests, or approvals by them shall relieve the Contractor from his obligation to perform the work in strict conformity with the Contract Documents. Consulting Environmental, Geotechnical & Materials Engineers Attachment number 1 \nPage 13 of 65 Item # 8 Area undercut today At t a c h m e n t n u m b e r 1 \ n P a g e 1 4 o f 6 5 It e m # 8 1841 West Oak Parkway, Suite F Phone: (770)427-9456 Marietta, Georgia 30062 Fax: (770)427-1907 FIELD REPORT PROJECT: Municipal Building Renovations and Modernizations ARC TYPE OF WORK: Undercutting Observation CARDNO ATC PROJECT NO.: 066.21050.9430 DATE: 9/26/14 DAY: Friday CLIENT: City of Augusta CONTRACTOR: Turner Construction REMARKS: The referenced project was visited today as requested by the contractor to observe undercutting operations at the asphalt drive area on the South side of the building. The contractor cancelled work for today. They will continue the undercutting on Monday. Submitted by: Josh Watson Results Communicated to: Doug Dillard No observation of the owner, its consultants, or its Architects and no inspections, tests, or approvals by them shall relieve the Contractor from his obligation to perform the work in strict conformity with the Contract Documents. Consulting Environmental, Geotechnical & Materials Engineers Attachment number 1 \nPage 15 of 65 Item # 8 1841 West Oak Parkway, Suite F Phone: (770)427-9456 Marietta, Georgia 30062 Fax: (770)427-1907 FIELD REPORT PROJECT: Municipal Building Renovations and Modernizations ARC TYPE OF WORK: Undercutting Observation CARDNO ATC PROJECT NO.: 066.21050.9430 DATE: 9/30/14 DAY: Tuesday CLIENT: City of Augusta CONTRACTOR: Turner Construction REMARKS: The referenced project was visited today as requested by the contractor to observe undercutting operations at two separate locations at the asphalt parking area on the South side of the building. Please see the attached drawing for the approximate locations. The contractor removed the soft material, bricks, old foundations and other construction debris. The contractor backfilled the undercut area with #34 stone and placed a 12 inch thick lift of graded aggregate base to the asphalt subgrade elevation. The stone was consolidated with a smooth drum roller. The total amount of undercut material for both locations was approximately 371.8 cubic yards. Submitted by: Josh Watson Results Communicated to: Doug Dillard No observation of the owner, its consultants, or its Architects and no inspections, tests, or approvals by them shall relieve the Contractor from his obligation to perform the work in strict conformity with the Contract Documents. Consulting Environmental, Geotechnical & Materials Engineers Attachment number 1 \nPage 16 of 65 Item # 8 Area undercut today Area undercut today At t a c h m e n t n u m b e r 1 \ n P a g e 1 7 o f 6 5 It e m # 8 1841 West Oak Parkway, Suite F Phone: (770)427-9456 Marietta, Georgia 30062 Fax: (770)427-1907 FIELD REPORT PROJECT: Municipal Building Renovations and Modernizations ARC TYPE OF WORK: Proof Roll Observation CARDNO ATC PROJECT NO.: 066.21050.9430 DATE: 10/1/14 DAY: Wednesday CLIENT: City of Augusta CONTRACTOR: Turner Construction REMARKS: The referenced project was visited today as requested by the contractor to perform a proof roll observation of the graded aggregate base layer at the drive and parking area on the South side of the building. Please see the attached drawing for the approximate location. The contractor proof rolled the area with a loaded tandem axle dump truck. Slight rutting was observed under the wheels of the truck at 2 locations. Please see the attached plan. It was recommended to the contractor to continue rolling the areas with the smooth drum roller. Once this is preformed, the area appears to be ready for asphalt placement. Submitted by: Josh Watson Results Communicated to: Doug Dillard No observation of the owner, its consultants, or its Architects and no inspections, tests, or approvals by them shall relieve the Contractor from his obligation to perform the work in strict conformity with the Contract Documents. Consulting Environmental, Geotechnical & Materials Engineers Attachment number 1 \nPage 18 of 65 Item # 8 Area proofrolled today observed slight rutting in this area observed slight rutting in this area At t a c h m e n t n u m b e r 1 \ n P a g e 1 9 o f 6 5 It e m # 8 1 Jaskot, Alexandra - (ATL) From:Henderson, Jennifer L - (ATL) Sent:Monday, October 13, 2014 11:36 AM To:Jaskot, Alexandra - (ATL) Subject:FW: Unforeseen conditions in asphalt Jennifer L. Henderson, LEED AP │Sr. Project Manager Turner Construc on Company │ 3560 Lenox Road, Suite 1100 │ Atlanta, Georgia 30326 mobile 404.516.0425 -----Original Message----- From: Forrest White [mailto:FWhite@augustaga.gov] Sent: Friday, September 19, 2014 3:11 PM To: Henderson, Jennifer L - (ATL) Subject: Re: Unforeseen conditions in asphalt Yes it does help. I gave Doug the go ahead to line up trucks for Monday. Ed is working with Nova. My gut tells me we that we'll end up being directed to pull it out. I've talked with Butch and we'll try to get the Commissioners out to talk them through it and show them the conditions perhaps on Tuesday. Sent from my iPhone > On Sep 19, 2014, at 2:28 PM, "Henderson, Jennifer L - (ATL)" <jlhenderson@tcco.com> wrote: > > Well, we need to get the report from Nova and shoot that over to CPL, hopefully today. > > This primarily affects parking and getting folks into the building for voting. We can route the public through the front entry as it's done now and then send them through the core to the voting room (we of course will have the core built and properly lit, etc), but it would be more desirable to have folks enter through the new entrance. > > Had the proof roll passed today, we were scheduled to start paving next week, then would come striping and pulling the fence back. We have a little bit of time, but will be cutting it close to 10/13. I think our plan was to get all of this work done by Friday, 10/3. We also want to limit the chances of tracking dirt into the new space, plus giving everyone some parking back. > > Hope this helps! > > Jennifer L. Henderson, LEED AP │Sr. Project Manager Turner > Construction Company │ 3560 Lenox Road, Suite 1100 │ Atlanta, Georgia > 30326 mobile 404.516.0425 > > > -----Original Message----- > From: Forrest White [mailto:FWhite@augustaga.gov] > Sent: Friday, September 19, 2014 2:01 PM > To: Henderson, Jennifer L - (ATL) Attachment number 1 \nPage 20 of 65 Item # 8 2 > Subject: Re: Unforeseen conditions in asphalt > > Ok, here's a dumb question. How quick do you need an answer? > > > Sent from my iPhone > >> On Sep 19, 2014, at 1:57 PM, "Henderson, Jennifer L - (ATL)" <jlhenderson@tcco.com> wrote: >> >> Yes - we were using $25/ yard to haul out the bad dirt and $35/ yard for stone (these are just our guesses based on previous work, not quoted from the Sub). We've already paid for the asphalt, GAB and initial proof roll. >> >> **Note - The Civil Drawings called for us to mil the 1st inch of asphalt and do an overlay. That was the plan until we realized that there was no GAB and that the Asphalt was poured straight onto the dirt. But based on the hold we had established, we had enough money to cover the GAB and all new asphalt in the plaza area, so the good news is that the City hasn't had to come out of pocket for at least that portion. We would've been in good shape had the proof roll passed. >> >> Jennifer L. Henderson, LEED AP │Sr. Project Manager Turner >> Construction Company │ 3560 Lenox Road, Suite 1100 │ Atlanta, Georgia >> 30326 mobile 404.516.0425 >> >> >> -----Original Message----- >> From: Forrest White [mailto:FWhite@augustaga.gov] >> Sent: Friday, September 19, 2014 1:51 PM >> To: Dillard, Doug - (ATL) >> Cc: Jacques Ware; Henderson, Jennifer L - (ATL); Jaskot, Alexandra - >> (ATL); Wiley, Michael A - (ATL) >> Subject: Re: Unforeseen conditions in asphalt >> >> Is this what the $80 to 100k figure is based on? >> >> Sent from my iPhone >> >>> On Sep 19, 2014, at 1:33 PM, "Dillard, Doug - (ATL)" <ddillard@tcco.com> wrote: >>> >>> Forrest, >>> >>> As you are aware we failed the proof roll of the subgrade at the proposed asphalt drive. We were directed by Cardno to dig a few test pits which revealed bricks and concrete. We are supposed to receive a report from Cardno today indicating there recommended remediation. >>> >>> Per the inspector we will need to undercut and remove the foreign material and replace it with #34 stone. We estimate 1,500 yds of material at 2 ½’ feet deep 40’ wide and 400 feet long. >>> >>> As you know it is critical for us to get moving on this ASAP in order to open this area for Voters! >>> >>> Thanks >>> >>> Doug Dillard >>> Superintendent Attachment number 1 \nPage 21 of 65 Item # 8 3 >>> Turner Construction Company >>> 3560 Lenox Road, Suite 1100 │ Atlanta, GA 30326 >>> Cell: 770.519.6917 >>> >>> <GEDV0030 (5).JPG> >>> <GEDV0031 (5).JPG> >>> <GEDV0032 (4).JPG> >> >> >> Please consider the environment before printing this email. >> >> >> ________________________________ >> >> This e-mail contains confidential information and is intended only for the individual named. If you are not the named addressee, you should not disseminate, distribute or copy this e-mail. 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If verification is required, please request a hard copy version. >> AED:104.1 Attachment number 1 \nPage 22 of 65 Item # 8 倍重曹蘭書倍賞 October 6, 2014 Ms. 」ennifer Henderson Tumer Construction Company 3560 Lenox Road SuitellOO Atlanta, GA 30326 RE: Augusta-Richmond County Municipal Building Dear 」ennifer, The fo11owing is a summarY Of additional work required to complete the curb and paving as directed by NOVA: 9/11/2014　　　　　　　　　　　　Ticket # 16250 Excavate & stockpiIe buried debris from the area adjacent to the bu冊ng entrance CAT 308 Excavato「　　　　　3　　　　hrs　　　　@　　　130.00　　　　　　　390.00 CAT 279 SkidsteerしOader　　　2　　　　hrs　　　　@　　　115.00　　　　　　　230.00 CAT CS44 RoIIer　　　　　　　　2　　　　hrs　　　　@　　　115.00　　　　　　　230.00 Tota1　　　　　　　　　　850.00 9/16/2014　　　　　　　　　　　Ticket # 16251 しOad and haul off debris gene「ated on O9/11/14 CAT 279 Skidsteer Loader　　　4　　　　hrs　　　　@　　　115.00　　　　　　　460.00 Container　　　　　　　　　　4　　　　ea　　　　@　　　350.00　　　　　1,400.00 丁otai l,860.00 9I19/之014　　　　　　　　　　　丁icket # 16之与之 Undercut and haui o什unsuitabie soil and debris CAT 308 Excavator　　　　　　4　　　　h「s　　　　@　　　130.00　　　　　　　520.00 CAT 279 Skidsteer Loader　　　2　　　　hrs　　　　@　　　115.00　　　　　　　230.00 CAT CS44 Rol○er l hrs　　　　@　　　115,00　　　　　　115.00 Conta i ner l ea　　　　@　　　　350.00　　　　　　　350.00 丁otaI l,21与.00 (NOTE: Summa「y for stone ut冊zed for stab服ation is included later in this summary) 9/19/2014　　　　　　　　　　　Ticket # 16253 Additionai wo「k directed by Doug Di=ard around the West entrance l ls　　　　@　　1,200.00 Tota l l, 200.00 1,200.00 Civil Site Services Inc / P.O. Box 143387/135 ToberTrail /Fayetteville, GA 3O214 Attachment number 1 \nPage 23 of 65 Item # 8 9/22/2014　　　　　　　　　　Tjcket # 162与4 Undercut and haui off unsuitable soiI and debris. RepIace with拙stone and GAB area-85x2与x2.5/27=275cy 27与　　is　　　@　　　24.00 丁ota1 9/23/2014　　　　　　　　　　丁icket韓1625与 Undercut and haul off unsuitabie soiI and debris. Replace with糾stone and GAB a「ea-90x2与x3・与/27=292cY 292　　!s　　　　@　　　　24.00 丁otai 9/之4/2014　　　　　　　　　　丁icket # 162与6 Undercut and hauI off unsuitabie soiI and debris. Replace with #4 stone and GAB a「ea-1与x2与x3・与/27こ49cy 49　　　ls　　　　@　　　　之4.00 丁otai 9/24/2014 Insta旧rrigation sIeeves CAT 321 Excavator　　　　　　3 CAT CS44 RoIIer　　　　　　　3 CAT 279 Skidsteer Loader　　　2 Ticket # 16257 hrs h「s h「s (NOTた: Mate「iaI provided by TCCO) 9/25/2014　　　　　　　　　　Ticket狙6258 Undercut and hauI o什unsuitabie soiI and debris. Replace with紬stone and GAB areas-40x25x3.与/27= 148cy 12x20x6/27=与3cY 丁ota!こ201cY 201　　ls　　　@　　　24.00 丁ota! 9/30/2014 丁icket擁162与9 Undercut and haui o什unsuitabie soiI and debris. Replace with紬stone and GAB a「eas-40x31x3.与/27= 161cy 1与x31x与/27こ86cy Total二247cy 247　　　Is 10/1/20 14 No Charge Ticket # 16260 @　　　　24.00 丁ota I 6, 600.00 6, 600.00 7,008.00 7,008.00 1,176.00 1,176.00 1,070.00 4,824.00 4,824.00 与,928.00 与,928.00 Attachment number 1 \nPage 24 of 65 Item # 8 Stone used to stabilize and 「e-eStablish sub-grade 9/18/2014　CSB 9/19/2014　CSB 9/22/之014　CSB #4 Stone 9/23/之014　CSB 携4 Stone 9/24/2014　CSB 擁4 Stone 9/2与/2014　精4Stone 与7.与1　　　tns 19.11　　　tns 与7.44　　　tns 190.97　　　tns 与6.3与　　　tns 之08.19　　　tns 76.78　　　tns 188.9与　　　tns 198.8　　　tns @　　　　27.00 @　　　　之7.00 @　　　　27.00 @　　　　30.00 @　　　　27.00 @　　　　30.00 @　　　　27.00 @　　　　30.00 @　　　　30.00 丁ota ! Total add this CO Piease contact us shouid you have any questions conceming this matter. Very Truly You「s, C履君を拐 CharIes AIlender President 1,与与2.77 与1与.97 1,与与0.88 与,729.10 1,与之1.4与 6,24与.70 2,073.06 与,668.与0 与,964.00 30,821,43 62,与与2.43 $60,282.43 Attachment number 1 \nPage 25 of 65 Item # 8 ∽ 〔亡二) ○ 工・・・ ⊂〕」山 ∑ ( 工 ○ 」」ロこし U ○ ○ 〕 ∠ 〔工 ⊂ ) ≧ ・・ . + 2 . + 2 - B 宝物等 0 t ヽふ・・し山口 _ こ・ﾘ 6 r . " ・ \ β ・・くわ [ 工二 ) ○ エ僖・ N 仗・ ⊂〕し l 」 ∑ □ 二二〇し」 0 : 二し J 〔」と〔エ〇三・ + 2 > B ﾂ b ぶ義や \ もや・ 2 . + X . " ﾂﾂ・し耳 Q . ● > ト亅 2 も \ l 卜録ヾ、・・・ At t a c h m e n t n u m b e r 1 \ n P a g e 2 6 o f 6 5 It e m # 8 のく工二 ) 〇二工・・・ ⊂) 山 ∑ 〔 ⊂ ○ し」〔こし山合 _ : 豊二〔重 ○ ≧ ・ 2 ・耳ﾆ " 、しき・ 2 + 2 、半も奉書等・置⊥ 」合 _ こ・・ Υ ヾゴー・ ∽ ロ二二 ) ○ 工・ B 高・ ( ・￣黍、子 ∴ ∴ ∵ 受￣臆￣市警 U 〕トー Z し 1 」 ∑ ∑ ○ くつ・・・ (⊃ し ∪ ≡ 〔亡 ○ ししく工山 ○ ○ . さく二 [ 亡 ( ⊃ ≧ ・・ﾂ蕊や壁俯ﾒ悩蕊痛 2 ・・ I b I b し山口 _ こ芳・食い・ 2 . " ・ At t a c h m e n t n u m b e r 1 \ n P a g e 2 7 o f 6 5 It e m # 8 ∽ 〔工 ⊃ ○ 工・ R 」 \ ・・ ⊂〕し耳 ∑ 〔工 ○ ししく重し U ○ ○ . さく ( 工 ○ ≧ ・ｲ ^ ｢ ( ’ ヽ Q 竜鳴 B 尊ゝミヾ・山口 _ > ト・ｲ恥 N 壷 = ・ . " さ・くわ〔ここ〕 ○ 工・ら・・ 2 ﾞ・ (⊃ し ∪ : ≡ 亡亡霊直 : 」山口。さく □ 二二〇 ≧ ・ R t 2 一恵難閉ﾂﾒざヽゝしミミ \ ヽ・ " ( ｲ・ h 甁將 + 8 + R 」山口 . こ披ﾂ駄 N \ 尊・ﾉ ? ● N ・ 2 At t a c h m e n t n u m b e r 1 \ n P a g e 2 8 o f 6 5 It e m # 8 くわ ! 工二 ) ○ 工・｢け l ・可 o ・ ⊂〕し U 重く工 ○ ししく工し山 ○ ○ 〕 ∠ 〇二 C ) ≧ 鳴 2 ｬｲﾈ・ + R 単患・音等斗 ∴ ∴ ミし ‡ くさ・し山口 - こ・ 2 \ ぎゃ・や \ お・ (のく工二 ) ○ 工・ " 1 つ・ぜ心武・ (二〕し〇三 [ 亡 ○ ししく工二し山口 _ さと〔〔二〇三・｢・ ( やせ・ミゝ・山〔しこ・ﾂ恥・ " ﾈ . " ﾄ｢さ l 当・ At t a c h m e n t n u m b e r 1 \ n P a g e 2 9 o f 6 5 It e m # 8 ∽ ( 工二 ) ○ 工・・ R ・ 2 ﾂ〔⊃ 山 ∑ 〔〔 : ○ 山 _ 亡工山口 - ゝ : 〔〔二〇白 1 ・ 2 ‡ \ ・ b ﾈ 7 ・ ≧ 劔ヾ閉 7 ・臆　し , _ し山口 _ > ・ト・・ . さゝ、 ) ・ (の【工二 ) ○ 工・臥俯 b ・〔⊃ 」山王〔〔二〇しし ( 工山〔しこくく工 C ) ≧ ・ R 、ミヽ亅 2 - B 芯し、ミし、・し山 ( 1 . > ト閉・ * % ﾂ母・ " 薄・ At t a c h m e n t n u m b e r 1 \ n P a g e 3 0 o f 6 5 It e m # 8 135 TOBER TRAIL FAYETTEVELLE’GEORGIA 302 14 PHONE‥ 770-460-7747 FAX: 770-460-9与71 16260 RTCHARD R. HARP EXCAVATION, INC. P.0. NO. PROJECT NAME CUSTOMER NAME CUSTOMER ADDRESS TICKET JOB NO.EQUIPT NO. TYPE 凵@WORKPERFORMED 警固剩・U%2 漢 a擁凵@　`““ 勿・窃　・剪ー凾ｭり均　　/七年老劍ｸｸｨｩ? 二つ 3 3石乙あ刪ﾕ// 凾ﾝ. ∴両弌C 価仁〃 ∠更 CO豊㌃S・,毛.冬空勿諺 Attachment number 1 \nPage 31 of 65 Item # 8 8 ・・ e) ▼ ○ ○ ・・ ■ 1 8 ∞ ▼ - ・・ ■ l 菓峠・・ 8 1 菓腔・・漢 l 菓 ○○ ▼ ○ ○ ・・ ■ l 菓寸 ▼ 一・・ ■ l 菓くつ ▼ ○ ○ ・・ N ▼ - ・・ “i“ ▼ ￣・・ e ▼ “ - ・・の・・ ∞ ・・ ■ l 菓卜" ・・ ■ l 菓く○ ・・ ■ i 菓 u) ・・ ( o ミ ( \ I 寸“ ・・ > o ) ( としぐ) ・・之し ∴ : ⊇ 工剛・・しし孟 ( つ l め〇° " 傚 r ・ ( ウ . こト Z ∽ くっくく ○ 」・ｸ 7  " 二二才 At t a c h m e n t n u m b e r 1 \ n P a g e 3 2 o f 6 5 It e m # 8 A離日。】 Lds Today To Date Quantit「、\　Quantity Job‥　　3　　　5751 l-　40011 De s t :　　　　　　　、」-へウシつ Produc!Numb訂:〉　0590 Desc了cRUSHER RUN Å鯉_。】 Lds Today Quantiq Ob:　　2　　　　38 95 Iest: roductNumber:　0590 eSC: CRUSHERRUN 同Date Quantゆ 38十55 A ㍑整晶」ds Today Quantity )b:　1　　　1942 est: 「Oduct Numbe「:　0590 eSC: CRUSHERRUN Weighperson‥　MaryAn。#GA4170 JZ2ぁみC乏みて/・ MaryAnn離GA4170 J2Z‘多#《 ‘多t</ Weighperson: MaryAnn#GA417O #づ多- Cz2安イ Attachment number 1 \nPage 33 of 65 Item # 8 Werts Equipment Rental, lnc。 We巾S Site Preparation 「159 AtomiC Rd. 一間ephone (803) 278-2235 ラ上之つ一/r TRUCKN。. _壬2__ p,T,クノー∠:fZ二」ノウ/Z2二者続.。UB,。,。S. /二′ LOADS ・ 2 ・ 4 / 迭 6 途 8 湯 10 ・ 12 ・2 14 ・R 16 ・r 18 ・・20 5/」宅 (拷 DUMP 丁iME 艇R γ 嵐〆浮力・ﾃ｢・・・・・・亮/ ・b 者處ﾒ・・・・・・・・メイ・・・・・・・・・・諸寄剛G&GRAPHICS同C“Rev2′06 Werts Equipment Rental, lnc. Werts Site Preparation ldephone (803) 278-2235 N。葦豊島42　　睡____♀二主基連出 JOB DESCR冊ONS岬____鵜TRUCK NO. 」　　　」 JOB NO.曲上山C」Pl]L陣"しD両生HOURS 皿」__丁。 _塑___ TO-「AL CUBIC YDS. しOADS ・ 2 ・ 4 迭 6 途 8 湯 10 ・ 12 ・2 14 ・R 16 ・r 18 ・・20 ○叶「王良工婦謄 QUALITYPR ・・・・・・・・・・周丁iNG 壇x惕 HICS,lN ・,&Wb・2IO6 ・・・・・・・・ Werts Equipment RentaI, lnc。 Werts Site Preparation l1844 Atomic Road Beech isiand, SC　29842 鴫Iephone (803) 278-2235 LOADS ・ 2 ・ 4 迭 6 途 8 湯 10 ・ 12 ・2 14 ・R 16 ・r 18 ・・20 DUMP 丁IM巨・・・・・・・・・・・ ′ ・・・・・・・・ QUA川YPRINTING&GRAPHICS.1NCっRev、O7114 劔劔劔劔劔 Attachment number 1 \nPage 34 of 65 Item # 8 A繰出 Soid丁o:253372Jo聯　253372○○05 HARPRICHARDREXCAVATIONINC POBOX「195 FAYETTEViLLE　　　　　　　　　GA　　30214 Date‥　09122/14Jime:16.14　PONo: Lds　　Today　　　ToDate 犯'8F2 CashS∂恒 Q聖ntity言、丁\臆　Quantity 肺ｸｵ53ｨ・・c"・c3・・Mati$ J°b:　3　,57.44　　476.66 　　　　　∴\ 彦&Sｨ・・#Rﾃ#"經b 丁ax　$　　　　　　　　　　　　　　〈 Dest: 疲WCｨ3x#Cゅc" Haul$ 　　Paym出1RecvdB\′ 丁otai$ ProductNumber:　059O\ Des千二　CRUSHERRUN 議書藍。。m。,.。n:　OOO　QTY‥1862　Ton　　#器n.64書。 A鯉口。」SoldTo:253372Job放　2533720005 HARPRICHARDREXCAVATiONiNC POBOX「195 FAYETTEViLLE　　　　　　　　　GA　　30214 9198804 Lds Today To Date Quantity Quautity ⊃b:　　2　　　　　38 82　　　　458 04 est: 「Oduct Number:　O590 eSC: CRUSHER RUN 初し Mq「tin 上旬r柾目〔】 SoldTo:253372Job#:　2533720005 HARPRICHARDREXCA\VATiONiNC POBOXl195 FAYETTEVILLE　　　　　　　　　GA　　30214 Lds Today To Date Quantity Quantity D:　1　　　　1931　　　　43853 St: )duct Number:　0590 SC: CRUSHERRUN Attachment number 1 \nPage 35 of 65 Item # 8 AMq「tin ト/(二砕()∥(二) SoidTo:253372Job#:2533720005 HARPRICHARDREXCAVATIONiNC POBOX「195 FAYETTEVILLE　　　　　　r`臆　GA　,30214 Lds　　　Today　　　ToDate ・f'8F2 CashSa Quantity　\　Quantfty 肺V・3ｨ・・c2ﾃSc3s・Mati$ Job:　10　!19097　ノ　　34183 ・ｦ&Sｨ・・#Rﾃ#"經b 丁ax　$ Dest‥∴∴∴∴㌔やへ/・・疲X・ｨ3づCC偵#" Haui$ 　　Payme 丁otai$ Prod専Number:040O Desヂ:4 Sec吾rodu癌　　　　　　　　　000　　　　QTY:　1922　　Ton　　　　　MaxG 儻:　64、00000 A鯉_。 Lds Today Quantity ob:　　9　　　171 75 est: roductNumber:　0400 eSC: 4 To Date Quantify 322 61 MaryAnn#GA4170争多多` C孝女で仇洛畠 SoldTo:253372Job#　2533720OO5 HARPRICHARDREXCAVATIONINC POBOX「195 FAYETTEVILLE　　　　　　　　　GA　　30214 Ticket#:9198789 Attachment number 1 \nPage 36 of 65 Item # 8 A ㍑整晶 SoidTo:253372　Job#　2533720005 HARPRICHARDREXCAVATiONINC POBOX「195 FAYETTEV忙しE　　　　　　　　　　GA　　　3O214 Å溜晶 Soid丁o:253372Job#:2533720○○5 HARPRiCHARDREXCAVATiONINC POBOX「195 FAYETTEVILLE　　　　　　　　　GA　　30214 Lds Today To Date Quantity Quantity Job:　　6　　　　114 80　　　　265 66 Dest: Product Numbe「・　0400 Desc: 4 4人音離日「、、在狛eし†〔】 SoldTo:253372　Job#:　2533720005 HARPRICHARDREXCAVATiONINC POBOX「195 FAYETTEVILLE　　　　　　　　　　GA　　30214 Ticket#: 9198774 Attachment number 1 \nPage 37 of 65 Item # 8 A搬出 SoldTo:253372Job#:　2533720OO5 HARPRICHARDREXCAVATIONINC POBOX「195 FAYETTEVILLE　　　　　　　　GA　　30214 Ticket#: 919877た Lds　　Today　　　ToDate 犯'8F2 CashSale Quantlty　　　Quantfty 肺V・3ｨ・c8ｸｳ#3經 MatI$ Job;　　4　　　　　77.20　　　　228.06 彦&Sｨ・・#Rﾃ#(#Sb 丁ax　$ Dest: 疲WCｨ3rﾃ・ゅ迭 HauI$ 　Paym"ltRecvdB 丁otai$ W:64、000○○0 P「oductNumber:　O400 Desc:4 Sec.Product:　　　　　　　　　OOO　　　　QTY:　　1895　　Ton　　　　　　MaxG A溜肯」ds　　丁oday Quantity Job:　　3　　　　　58 25 Dest: Product Number:　0400 Desc: 4 SoidTo:253372Job#∴2533720005 HARPRICHARDREXCAVATIONiNC POBOXl195 FAYE丁TEViLLE　　　　　　　　GA　　30214 Date:09122I14　Time:13.53　PONo: To Date Quantity 209 11 偽櫓藍 weighperson‥　MaryAn。維A417O ′〕空ヶ孝- ‘zzノ安・′ SoIdTo:253372Job#:25337200O5 HARPRICHARDREXCA\/ATiONINC POBOX「195 FAYETTEVILLE　　　　　　　　　GA　　30214 Ticket#:9198768 二] Attachment number 1 \nPage 38 of 65 Item # 8 _音　臆￣二二￣二二二臆￣　　音董」〇・ - ・ - 〇二一一一一一一一一一・ At t a c h m e n t n u m b e r 1 \ n P a g e 3 9 o f 6 5 It e m # 8 8 ・・○) ▼ ○ ○ ・・ﾈ搨くo ▼ “ " ・・卜" . 0 “ ・・搨くo ▼ “ ・・ lo ▼ ○ ○ ・・寸 ▼ ○ ○ ・・ﾈｬ R くり “ ○ ￣・・搨 N 1 「 ● ・・▼一 ▼ “ ・・ﾈ搨 e ▼○ ○ ・・ ○) ・・∞ ・・ﾈ搨卜" ・・ﾈ・くo ・・uつ・估・寸・凪 t ｸ , b ・ﾒくつ・倅・ , ﾂ・ﾔ・剛・・ｸｲ・・ " * ﾘ . ▼○ ○ ・・ﾘ , " ・ﾌｲ E b ∽ 口く〇〇〇倅     ・ At t a c h m e n t n u m b e r 1 \ n P a g e 4 0 o f 6 5 It e m # 8 A洛藍 SoIdTo:253372Job#.2533720005 HARPRiCHARDREXCAVATiON間C POBOXl195 FAYETTEVILLE　　　　　　　　　GA　　30214 Date:09123I14　Time:16:25　PONo: Lds　　Today　　　ToDate ・f'8F2 CashSaie Quantltyへへ　Quantfty 背&・3ｨ・・cﾃSc3縱・Mati$ Job:　3　　　　56・35　メ　　53301 ・ｦVSｨ・・#Bﾃ・"紊b Tax$　　　　　　　　　　　GARICHAU Dest:’“味調-山/ろく/(-￣ P「oductNumbe「:O590 Desc:CRUSHERRUN 疲WCｨ3bﾃcCゅ3" HauI$ 　　PaymentRecvdBy: 丁°taI$ Secへ申od.賎t:　　　0.OO　QTY:1832　T。。　MaxG Additiona冊ormation:　　　　　　　　　　weigh 刳增Bn:64・0器。　季尋~&血。_′ 元入 Mq「tin 層(狛e廿(「 SoIdTo:253372Job#　25337200O5 HARPRICHARDREXCAVATIONINC POBOX「195 FAYETTEVILしE　　　　　　　　　GA　　30214 Lds　　Today　　　ToDate ・V'8F2 CashS∂ Quantity　　　Quantfty 背&・3ｨ・・c2・C8Sr Mati$ 」°b:　　2　　　　　38.03　　　　514、69 ・ｦVSｨ・・#R・#"ﾃSb 丁ax$ Dest: 疲WCｨ3づ#偵 Haui$ P「OductNumber:　059O 凵@　　Paym` 丁°tai$ Desc:CRUSHERRUN Sec.P「Oduct:　　　　　　　　　　0.OO　　　　　QTY:　　19.Ol　￣ron　　　　　　MaxG 儻:　64,000.00 A鯉晶 SoIdTo:253372Job#　2533720OO5 HARPRICHARDREXCAVATIONINC POBOX」195 FAYETTEV肥LE　　　　　　　　GA　　30214 Lds Today To Date Quantjty Qua=tity Ob:　1　　　19 02　　　　495 68 ieSt: roduct Number:　0590 1eSC: CRUSHER RUN Attachment number 1 \nPage 41 of 65 Item # 8 A洛藍 SoidTd:253372　Job#:∴2533720OO5 HARPRiCHARDREXCAVATIONINC POBOX「195 FAYETTEVILLE　　　　　　　、一GA-`喜一←30214 Date:09/23/14　Time:ハ￣|5:41　PONo: Lds　　Today　　　ToDate ・V'8 )ｦ2 CashSa) Quantity　　\Quantity 肺ｨｵ53ｨ・・c2ﾃC3經r Mati$ 」ob:11しま0午19∴ノ550・02 Dest; ・X,ｸVSｨ・・#Rﾃ#"經b 丁ax　$ Ne章:　　　　　　　38,02019.01 陪VﾂB蒙・ｽFﾂB Product、Nu謡脆†:　0400 Des卒イ4 Sec・宙oduct:　　　　　　　　000　　　　QTY:　19.011bn　　　　　MaxG 儼W:　64,○○0.00 A搬出 SoidTo:253372Job#:2533720005 HARPRlCHARDREXCAVATiONINC POBOX「195 FAYETTEViしLE　　　　　　　　GA　　30214 Date:09/23114　Time:15:02　PONo: 」ds　　Today　　　ToDate 犯'8F2 CashSa) Quantfty　　　Quantity 肺V・3ｨ・・c"ﾃ33・R Ma(I$ Job:　10　　　189、18　　　　531.01 ・ｦVSｨ・・#Bﾃ・"ﾃCb 丁ax　$ Dest: 疲WCｨ3r・・ゅc・HauI$ 　Paymc 丁otaI$ ProductNumber:　0400 Desc:4 Sec.Product‥　　　　　　　　　　0.OO　　　　QTY;　　18.69　　Ton　　　　　　MaxG 剌B:　64,〇〇〇.00 Additional冊0「mation‥　　　　　　　　　　　　　　　　　　　　　　　　　weigh 儕e「SOn:　MaryAnn# A離品 SoIdTo:253372Job#:2533720005 HARPRICHARDREXCA\IATIONiNC POBOX「195 FAYETTEVlしLE　　　　　　　　　GA　　30214 Ticket#: 919892:l しds　　　Today　　　ToDate ・V'8F2 CashSal Quantrty　　　Quantity 肺Xｵ53ｨ・・c2ﾃ・3經・MatI$ Job:　　9　　　　170イ9　　　　512.32 彦&Sｨ・・#Rﾃ#"經b 丁ax$ Dest; 疲WCｨ3づc・2 Haul$ 　　Paym・- 丁otai$ ProductNumber:　O400 Desc:4 Sec.P「oduct:　　　　　　　　　　OOO　　　　　QTY:　　1903　　Ton　　　　　　MaxG 儼V立　　64、00000 Attachment number 1 \nPage 42 of 65 Item # 8 A鯉晶 Lds Today Quantity Job:　　8　　　151 46 Dest: ProductNumber:　O40O Desc: 4 SoldTo:253372Job#　2533720005 HARPRiCHARDREXCAVATIONINC POBOX「195 FAYETTEVILしE　　　　　　　　GA　　30214 Date:09123/14　Time:1422　PONo: To Date Quant時 493 29 A鯉晶 SoIdTo:253372Job薙　2533720005 HARPRiCHARDREXCAVAT10NINC POBOX「195 FAYETTEVILLE　　　　　　　　GA　　30214 Date:09/23/14　Time:14:19　PONo: Ticket#: 919891 Lds　　Today　　　ToDate 犯'8F2 CashSa)e Quantfty　　　Quantity 背&・3ｨ・・c2ﾃ38cR MatI$ Job:　　7　　　132.69　　　　474.52 ・ｦVSｨ・・#X##"經b 丁ax　$　　　　　　　　　　　　( Dest: 疲WCｨ3ゅ・津・HauI$ 　Paym(、=tRecvdB 丁otai$ W:64.0〇〇〇〇 ProductNumber:　0400 Desc:4 Sec・P「oduct:　　　　　　　　　　OOO　　　　　QTY:　　19O9　　ton　　　　　　MaxG Å櫓乱 Lds Today Quant叫 Ob:　　6　　　　113.60 IeSt: roduct Number:　O400 IeSC:　4 To Date Quantity 45543 Attachment number 1 \nPage 43 of 65 Item # 8 A離日。」SoIdTo:253372Job#:253372OOO5 HARPRICHARDREXCAVATION州C POBOX「195 FAYETTEVILLE　　　　　　　　　GA　　30214 Lds　　　Today　　　ToDate 犯'8F2 C∂ShSale Quantlty　　　Quantity 肺V・3ｨ・(c2ﾃd・3經・MatI$ Job:　　5　　　　　94イ2　　　　436.25 彦&Sｨ・・#Rﾃ#"經b 丁ax　$　　　　　　　　　　　　　( Dest: 疲WCｨ3・C津" Haui$ P「oductNumber:　0400 凵@　　Paymf両Recvd臥丁o章aI$ Desc:4 Sec.P「oducく:　　　　　　　　　000　　　　QTY:　　1902　　Ton　　　　　　MaxG 儻:　64,0〇〇〇00 Å鯉晶 SoIdTo:253372Job#:2533720005 HARPRICHARDREXCAVATiONINC POBOX「195 FAYETTEVILLE　　　　　　　　　GA　　30214 」ds Today To Date Quantity Quantity ob:　　4　　　　　7540　　　　417 23 IeSt: roduct Numbe「:　0400 音eSC:　4 A鯉口。「SoIdTo:253372Job#:2533720005 HARPRICHARDREXCA\仏TiONINC POBOXl195 FAYETTEViLしE　　　　　　　　　GA　　30214 Attachment number 1 \nPage 44 of 65 Item # 8 屋仏高野闘青嶋 … 入、鵡圃場印して叩、守細事膨種叩職印や恥や珊轡　　　瞳 C 鮒的冒 At t a c h m e n t n u m b e r 1 \ n P a g e 4 5 o f 6 5 It e m # 8 Werts Equipment Rentai, inc, Werts Site Preparation　　　　　　　　　拘ephone (803) 278-2235 剛豊富嘉8。2　　。婚__一理」-塑蔓 TYPE MATERIAし命しOADS ・(8B 剴Xb 途 8　　9　10 剴 12 ・2 14 ・R 16 ・r 18 ・・20 エ高め町「エ封諜 QUALITYPR ・・・・・・・・・ lNTiNG ・・du$犀刷CS.IN ・9e&Wh 2106 ・・・・・ We巾S Equipment RentaI, lnc. Werts Site Preparation l1844 Atomic Road lelephone (803) 278-2235 D雅里二王虹　_ 丁RUCK N0. __○○_生し葛_ しOADS ・ 2 ・ 4 迭 6 途 8 湯 10 ・ 12 ・2 14 ・R 16 ・r 18 姪・l20 DUMP 丁iME QUALl’1YPR ・・・・・・・・・「・・・・・・・・・・ iNTING 壇u$ HICS言N ・簀&Wh 07114 ・・・・・・・・ Werts Equipment Rental, 1nc。 Werts Site Preparation l1844 Atomic Road 噌ephone (803) 278-2235 TOTAL CUBIC YDS. しOADS ・ 2 ・ 4 迭 6 途 8 湯 10 ・ 12 ・2 14 ・R 16 ・r 18 ・・20 DUMP 丁iME QUA」ITYPR ・浮・・・・・・・・ INTING 壇u$ HICS,iN ・簀&Wb・07114 ・・・・・・・・ Attachment number 1 \nPage 46 of 65 Item # 8 8 亦・ I l l i 、寸 i 玉。 > Q ) 〔とし之の 9 工 ○ ○ 害し〕 ○ ○ ( つ之戸之勘 ○ o) ▼ 〇一・・ ∞ ▼ ○ ○ ・・匡・・匡・・匡・・匡・・くり ▼ 一・・ N ▼ 一・・ ○○ ▼ - ・・ e ▼ “ ・・ o ・・くり・・卜I ・・く○ 閉・ lで ) ・ 1 ・寸・七 \ ・くつ・斗・ N ・主・〇° ・キ・ヽ- くの合さ」・ h ・ b も洋 At t a c h m e n t n u m b e r 1 \ n P a g e 4 7 o f 6 5 It e m # 8 A鯉品 SoidTo:253372Job#:2533720005 HARPRICHARDREXCAVATIONINC POBOX「195 FAYETTEV肥LE　　　　　　　　　GA　　30214 Date: 09/24I14　Time∴ 0822　PONo:　∴ 誌上ざ蒜5　#諜器千言嵩ERAT,。N VI l1844 ATOMIC RD Ticket#:9198970 SoidF「om:21204　Augusta,GAQua「ry 3098Supe「io「Rd706-854輸6375 6:30am-4:OOpmMon-F「i JobIDest.周fo「mation 」ds　　Tod∂y　　　ToDate 犯'8F2 CashSale Quantfty　、　Quantrty 背&・3ｨ・・c2緜・3繝B Mati$ Job‥　4　　‡禁]8　　60979 ・ｦVSｨ・・#Bﾃ・(Cb Tax$　　　　　　　　　　　GARICHAU Dest: ProductNumber:0590∴ Desc了cRUSHERRUN) 疲WCｨ3づsc偵3・Haui$ 　PaymentRecvdBy: 丁otaI$ Sec.P事9duct∴　　　　　　　　0.00　　　　QTY:　1938　　Ton　　　　　MaxG 剌B:64〇〇〇〇.○○ pe「son:MaryAnn#GA4170Z多ZへCz乙多L{〆 Addltiona冊fo「mation:　　　　　　　　　　　　　　　　　　　　　　　weigh AMq「tin 卜40「 )Cししq SoidTo:253372　Job#:　2533720005 HARPRICHARDREXCAVATiONINC POBOXl195 FAYETTEVILLE　　　　　　　　　　GA　　　30214 Ticket#: 9198966 SoldFl’Om:21204　Augusta,GAQuar「y 3098Superio「Rd706・854-6375 6:3Oam-4:00pmMon-Fri 」ds　　Today　　　ToDate ・f'8F2 CashSale Quantity　　　Quantity 背&・3ｨ"・c2縱c3繝・州ati$ Job:　　3　　　　　　57.40　　　　590.41 彦&Sｨ・・#Rﾃ$・"經b 「rax$　　　　　　　　　　　　GARiCHAU Dest: 疲WCｨ3づcD・偵3" Haul$ ProductNumber:　0590 儕aymentRecvdBy: Desc:CRUSHERRUN 剪嗤tai$ 00O QTY　1932 1ch　　#器。n:64-0駕Anna。A4.,。Zぢみc乏Z6Zt<ノ Å鯉毘 Lds Today Quantity ob:　　2　　　　　38 08 IeSt: roduct Number:　0590 1eSC: CRUSHERRUN So看dTo:253372Job#:2533720005 HARPRICHARDREXCAVATiONINC POBOX「195 FAYETTEV肥LE　　　　　　　　GA　　30214 Date:09I24114　Time:O7:49　PONo: Ticket#:9198961 SoidFrom:21204　Augusta,GAQ=a「ry 3098Supe「io「Rd706-854-6375 6:30am-4:00pmMon-Fri Job/Dest.1nformation 丁o Date Quantity 571.09 weighperson: MaryAnn♯GA4170 &ぢ多C老友で// Attachment number 1 \nPage 48 of 65 Item # 8 A 付 $ 苳舐 R8 a d 面 P O 筋 n 川 e a 帰り n ね「 m 鉦 ° n C 旧 e V e 「 S e . PR 巨 C A U C め N しe a S 引紺血佃墓捉 n 証 p c 舶「 - ( e 囲「急ほら訓 J d 釧 e 汗 e ヽ e r S O At t a c h m e n t n u m b e r 1 \ n P a g e 4 9 o f 6 5 It e m # 8 AMqrtin 「幸〔〕「さ〇日G 夕\鰐こ諒千言嵩宣言三言八㍍整晶 Soid丁o:253372Job♯・253372〇〇〇5 HARPRICHARDREXCAVATiONINC POBOX「195 FAYETTEVILLE　　　　　　　　GA　　30214 Date:09/24/14　Time:1544　PONo: Lds　　Today　　　ToDate ・f'8F2 CashSa Quantfty　　　Quantity 背&・3ｨ・・c2ﾃ3#3緜b MatI$ Job;　　9　　　170.39　　　　720.41 ・X,ｸVSｨ・・#BﾃSc"・・丁ax$ Dest: 疲WCｨ3づsc偵3・Haui$ 　Paym「丁otai$ ProductNumber:　0400 Desc:4 Sec.Product:　　　　　　　　　OOO　　　　QTY:　1938　　Tbn　　　　　MaxG 剪ｪ:　64000.00 Additiona冊formatio用　　　　　　　　　　　　　　　　　　　　　　　　Weigh 儕erSOn:　EVEC. AMロ「ti面上40「起ししq Lds Today Quantity Ob:　　8　　　　151 01 Iest: l「oduct Number:　O400 Iesc: 4 SoidTo:253372Job#　2533720005 HARPRICHARDREXCAVATIONINC POBOXl195 FAYETTEViLしE　　　　　　　GA　　30214 Date‥　09124/14　Time:15:43　PONo: Ticket#: 9199092 To Date Quantity 701 03 季包みノ名ノ山手∠乙 Attachment number 1 \nPage 50 of 65 Item # 8 Å融。」しds Today Quant時 Job:　7　　　131 63 Dest; ProductNumber:　0400 Desc: 4 巾Date Quanti(y 681 65 AMq「tinい毎雄三=( 」 Lds Today Quantity Job:　6　　　112 99 Dest: P「oductNumber‥　O400 Desc: 4 季∠とちれ′ &」ト.。_∠乙丁o Date Quantity 663 01 A鯉口。-SoidTo:253372Job#:2533720005 HARPRICHARDREXCAVATIONINC POBOX「195 FAYETTEViLしE　　　　　　　　GA　　30214 Date:09/24/14　Time:14:57　PONo: Ticket#: 9199084 Lds Today To Date Quantity Quantity 」ob:　5　　　　93 62　　　643.64 Dest: P「oduct Number:　O40O Desc: 4 Attachment number 1 \nPage 51 of 65 Item # 8 A櫓藍 SoId丁b:253372Jo肪:2533720005 HARPRICHARDREXCAVATiONiNC POBOX「195 FAYETTEVILLE　　　　　　　　　GA　　30214 Lds　　Today　　　ToDate 犯'8F2 CashSaIe Quantfty　　　Quantity 背&・3ｨ・・c"ﾃcC3・" 州ati$ Job:　4　　　　74.54　　　　624.56 彦&Sｨ・・#Bﾃ・"紊b Tax$　　　　　　　　　　　GARICHAU Dest: ProductNumber:0400 Desc:4 疲WCｨ3rﾃs#ゅッ HauI$ 　PaymentRecvdBy: 丁otai$ Sec.P「oduct:　　　0.00　QTY:1886　Ton　　MaxG Additiona…formatton:　　　　　　　　　　　weigh 刳增B∩こ64○○器。　老巧丸く互近く_ AMq「tin 層(狛(〕= 〔】 SoidTo:253372Job#:2533720005 HARPRiCHARDREXCAVATIONINC POBOX「195 FAYET丁EVILLE　　　　　　　　　GA　　30214 しds　　Today　　　ToDate ・f'8 )ｦ2 CashSa Quantfty　　　Quantity 背&・3ｨ・・cﾃ3c3緜・MatI$ Job:　　3　　　　　55.68　　　　605.70 彦&Sｨ・・#BﾃSc"・・丁ax　$ Dest: 疲WCｨ3bﾃ・ゅC HauI$ P「OductNumbe「:　0400 凵@　　Paym「丁otaI$ Desc:4 Sec.P「oduct:　　　　　　　　　　O.00　　　　　QTY:　　18.4O　　￣ron　　　　　　MaxG 儻:　64,000.00 力人 Mq「tin 層(狛(点し(」 SoidTo:253372Job#:25337200O5 HARPRICHARDREXCAVATIONINC POBOX「195 FAYETTEViLLE　　　　　　　　GA　　3O214 Date:09124I14　Time:1414　PONo: To Date Quantity 587 30 Attachment number 1 \nPage 52 of 65 Item # 8 A 兀 D ( ・比 r 凧的 d 冊 P 擁 3 n 川 e 訊 h 而 Q 「 m ㊧高 C n 釣手 e 、、・ e 予的 . PR 巨 C A U C l 命 N 」も a 錐毒口膏 o r 醗 C 冶 n 岬 P O 買 a n 清岡手引奉る ∂ 妃 d 郎 I e 汗 e ↓ 合了 S C . At t a c h m e n t n u m b e r 1 \ n P a g e 5 3 o f 6 5 It e m # 8 8 ・・ e) ▼ ○ ○ ・・ ∞ 1 〃 ● ・・卜" ▼ " ・・く○ ○ " " ・・葛の ▼ " ・・寸 ▼ " ● ・・くつ ▼ ○ ○ ・・ﾈ搨 N ▼ 一・・ ▼“ ▼ " " ・・ e 1 ○ ○ ・・ o ・・くわ・・トヽ・・くo ・・○○ ・估・寸" ・凪・ｸ 7 B くり・僞 b ・ﾂ + X " 剛腐・價 B * ﾘ , " . 1- ・宙 4 R E b y ? ｢普く ○ ○ 」倅   ・ 8 蔗むさトき 8 ・・ l 寸「へ。 ) > 0 ( とし鶉完の ▼ - ・・くo ▼ ○ ○ ・・峠・・腔・・葛o ▼ - ・・寸 ▼ 一・・くつ ▼ - ・・匡・・ 1○○ ▼ “ " ・・ e ▼ 一・・ o) ・・ ∞ ・・ト■ ・・くo ・・ ○○ ・・寸・・くり・ > { 剛・図六 ▼○ ○ ・稲 R ∴ くのき < 〇〇〇」偃ﾘ・薄詩 ℃ At t a c h m e n t n u m b e r 1 \ n P a g e 5 4 o f 6 5 It e m # 8 A鯉晶 SoidTo:253372Job#　2533720OO5 HARPRICHARDREXCAVAT10N州C POBOX「195 FAY∈TTEV肥LE　　　　　　　　　GA　　30214 Date:09/25I14　Time:J4誇8一￣poNo:　`\ 雑誌…嵩器ER読Nいl Ticket#こ　9199193 SoldFro皿　21204　Augusta,GAQ=a「「y 3O98Superio「Rd706-854-6375 6:30am-4:00pmMon-F「i Job/Dest言nfo「matjon Today 園田 To Date Quantity 833 50 MaryAnn#GA417O Z多々- Cze.安で/′ 弧鯉晶 SoidTo:253372Job#:253372OOO5 HARPRICHARDREXCAWiONINC POBOX「195 FAYETTEVILしE　　　　　　　　GA　　30214 Ticket#:9199180 SoidFrom:21204　Augusta,GAQuarry 3O98Supe「iorRd706-854-6375 6:30am-4:00pmMon-F「i Job/Dest,lnformation Lds Today To Date Quantity Quantfty ob:　　4　　　　　76 01　　　814 98 音eSt: 「Oduct Number:　040O eSC:　4 weighperson: MaryAnn#GA4170該2ケ多- C乏メイ傭藍 Lds Today Quantity 音b:　　3　　　　　57 01 )St: Oduct Numbe「:　0400 iSC:　4 SoIdTo:253372Job#　253372OOO5 HARPRICHARDREXCAVATIONiNC POBOX「195 FAYETTEVILしE　　　　　　　　GA　　30214 Date:09I25114　Time:09:44　PONo: Ticket#:9199134 SoIdF「Om‥　21204　Augusta,GAQua「「y 3098Supe「io「Rd706-854.6375 6:30am-4:00pmMon・F「i Job/Dest.1nformation To Date Quantity 795 98 weighperson‥　MaryAnn#GA4170 ,者L多多<z±宏で′ Attachment number 1 \nPage 55 of 65 Item # 8 A 亊 D ) t ・ r 駅舎 8 d 証印博聞「 e 諏部面 o 叩 a 雨 I C n r e v 8 「 S e 、 P鼠巨 C A U C l e N 」と a s 釣台 i 「斬れ「 a C 竜「揮 p 〇競る n ! e p a 「 ∂ ねら割高　執 e 壷 \ ′ 3 ∵ § 〇、 At t a c h m e n t n u m b e r 1 \ n P a g e 5 6 o f 6 5 It e m # 8 Ticket#: 9199179 A離晶眺日AU⊥皿G- 」ds　　　Today　　　ToDate 犯'8F2 CashS∂ Quぅptit平へ\Quantity 背&・3ｨ・・Sづイ#偵C" 州atI$ J°b;　6　　　　角04,27.　104.27 ・ｦVSｨ・・#BﾃC#"・丁ax　$ Dest:　　　　　　　　、-一一疲WCｨ3H#C#r・ Haul$ 器等誓巾be「;04○○ 凵@　　PaymI 丁otai$ Sec.P「詞uct:　　　　　　　　　000　　　　QTY:　1721　Ton　　　　　　MaxG 儻:　64,○○0、00 Å繰出二] SoldTo:253372　Job♯:　2533720006 HARPRiCHARDREXCAVATIONINC POBOX「195 FAYETTEVILLE　　　　　　　　　　GA　　30214 Ticket#:9199175 SoldF「Om:212O4　Augusta、GAQua「「y 3098Supe「io「Rd706-854-6375 6:30am-4:00pmMon-F「i Lds Today To Date Quantify Quantity Ob:　　5　　　　　　87 06　　　　　87.06 IeSt: 「Oduct Number:　0400 IesC: 4 weighperson: MaryAnn#GA4170 jZ2ケ多C乏Zzで A溜乱 SoldTo:253372　Job#　25337200O6 HARPRICHARDREXCAVATiONINC POBOXl195 FAYETTEViLLE　　　　　　　　　　　GA　　　30214 Ticket#: Lds Today Td Date Quantity Quantity Ob:　　4　　　　　　70 06　　　　　70 06 IeSt: roduct Numbe「:　O400 IeSC. 4 コ Attachment number 1 \nPage 57 of 65 Item # 8 八に鶴晶 Ticket#:9199171 SoldFrom:21204　Augusta,GAQua「「y 3098Supe「ro「Rd706-854.6375 6:30am-4:00pmMon-F「i JobIDest.1nfo「mation 」ds　　Today　　　ToDate 犯'8F・CashSale Quantity　　　Quantity 肺T・3ｨ・・Sづイ#偵C" MatI$ J°b:　’3　　　　　52、94　　　　52、94 ・ｦVSｨ・・#"ﾃHｸｳ# Tax$　　　　　　　　　　　　GARICHAU Dest: 疲WCｨ3bﾃCCづ#" Haul$ P「OductNumber:04OO Desc:4 凵@　　PaymentRecvdBy: TotaI$ Sec.Product:　　　O.OO　　QTY:18,221bn　　MaxG AdditionaIinformation:　　　　　　　　　　　　　Weigh 儻:64,0○○.00 person:MaryAm#GA417OJZ色2;ノZdC乏多力人 Mロ「tin ト在狛e販] SoldTo:253372Job#:2533720OO6 HARPRiCHARDREXCAVAT10NINC POBOX「195 FAYETTEViLLE　　　　　　　　GA　　30214 Date:09125I14　Time:12:39　PONo: 9199167 」ds Today To Date Quantry Quantfty Ob:　　2　　　　　34,72　　　　34 72 音eSt: 「Oduct Numbe「:　O400 eSC: 4 A鵠晶 weighperson: MaryAnn#GA4170ノ老若多C乏∠zLr‘ Soid丁o:253372Job♯:　2533720006 HARPRICHARDREXCAWiONINC POBOX「195 FAYETTEV肥LE　　　　　　　　　GA　　30214 Attachment number 1 \nPage 58 of 65 Item # 8 A溜品しds　　Today　　　ToDate 犯'8F2 CashS訓 Q少ntity-,Quantity 肺V・3ｨ・・c2ﾃCc3縱2 Mati$ 蕊　5　くま豊アf　9607 ・ｦVSｨ・・#Rﾃ#"經b 丁ax　$ Net:　　　　　　38,34019.17 陪VﾂB價wﾒ )ｦ達置害も0583 Sec.寄託晴弼干　　　　　　　　000　　　　QTY:　19.17　Ton　　　　　MaxG 儻:　64,000.00 力入洛廟。 Lds Today Quantity 音b:　　4　　　　　76 90 )St: Oduct Numbe「こ　　0583 1SC: GABC 丁° Date Quaれt吋 76 90 Weighpe「son: MaryAnn#GA4170 jZ‘多J多4 Cz2-安‘AMGrtin ト′イ(諦eししく二】 SoldTo:253372　Job#:　2533720OO5 HARPRICHARDREXCAVATION州C POBOX「195 FAYETTEViLLE　　　　　　　　　　GA　　3O214 Ticke僻: 9199192 」ds Today To Date Quantity Quantity ob:　　3　　　　　57 63　　　　　57 63 Iest: lroduct Numbe「:　0583 1esc: GABC Attachment number 1 \nPage 59 of 65 Item # 8 At t a c h m e n t n u m b e r 1 \ n P a g e 6 0 o f 6 5 It e m # 8 AMロ「tin 母(】「’て〕= (1 SoldTo:253372　Job#:　253372OOO6 HARPRICHARDREXCAWIONINC POBOX「195 FAYETTEVILLE　　　　　　　　　　GA　　30214 霊,0蕊丁一m湊悪業HUNTKA 丁子uck:383 Lds　　　Today　　　ToDate 犯'8F2 CashSa) Quahti印‘\\　Quantity 肺V・3ｨ・・Sづ・#・Cb MatI$ Job:　　9　　　　154、32　　　　154.32 ・ｦVSｨ・・#HC#"・丁ax　$ Dest:　　　　\￣∴∴ゝ疲WCｨ3BﾃTr・R HauI$ Pro匂uctNumbe「\　0583 儕aymい DeラC:GABC,タ剪嗤tai$ Seふ曲劇臣〆〆　　　　　　　ooo　　　　QTY:　1725　Ton　　　　　MaxG 儻:　64。○○0.00 A鵠ト。】」 SoIdTo:253372Job#　253372OOO6 HARPRiCHARDREXCAVAT10NINC POBOX「195 FAYETTEV肥LE　　　　　　　　　GA　　30214 丁icket#:9199189 SoidFrom:21204　Augusta,GAQua「「Y 3098Supe「iorRd706-854-6375 6:30am-4:00pmMon-F「i Job/Dest.1nformatjon Lds Today To Date Quantfty Quantity ob:　　8　　　　137 07　　　137 07 音eSt: roduct Numbe「:　0583 1eSC: GABCA MQ「tin 母o「)eし上q weighpe「son: MaryAnn#GA4170 J22J多J蚤へCz多← SoldTo:253372Job#:2533720006 HARPRICHARDREXCAWITiONINC POBOX「195 FAYETTEVILしE　　　　　　　　GA　　30214 Date:09125/14　Time:12:18　PONo: Lds Today To Date Quantity Quantfty bi　　7　　　120 03　　　120.03 〉St: Oduct Number:　0583 )SC: GABC Ticket#:9199164 SoldF「om:21204　A=guSta,GAQua「「y 3O98Supe「io「Rd706-854_6375 6:30am-4:00pmMon-F「i Job/Dest.1nformatioれ weighpe「s。n: Ma,,An。#GA4170 Z2づ~乙Cz2亥で一 Attachment number 1 \nPage 61 of 65 Item # 8 A難航 SoldTo:253372Job#　2533720006 HARPRICHARDREXCA\VAT10NINC POBOXl195 FAYETTEViLLE　　　　　　　　　GA　　30214 Ticket#:9199158 SoIdFrom:212O4　Aug=Sta,GAQuarry 3098Supe「io「Rd7O6-854.6375 6:30am-4:00pmMon-F「i Job/Dest.1nformation Lds Today Quantity 」ob:　　も　　　　102 84 Dest: Product Numbe「:　0583 Desc: GABC 巾Date Quantity 「O284 A鯉晶季牝み-・盈し⊥一∠乙 SoIdTo:253372Job#:　2533720006 HARPRICHARDREXCAW汀ION州C POBOX「195 FAYETTEV忙しE　　　　　　　　　　GA　　30214 Ticket#: 9199155 」ds　　Today　　　ToDate ・f'8F2 CashS∂le Quantity　　　Quantity 肺V・3ｨ・・Sづ・#偵・Mati$ Job∴　　5　　　　　85.57　　　　　85.57 彦&Sｨ・・#BﾃC#"・丁ax　$　　　　　　　　　　　　　〈 Dest: 疲WCｨ32ﾃscb繝・Haui$ ProductNumber:　0583 儕aym丁両RecvdB Desc:GABC 剪嗤tai$ Sec・Product:　　　　　　　　　　　0.00　　　　　QTY:　　16.88　　-ron　　　　　　　MaxG 儻:　64.000.○○ A鯉晶二] Ticket#:9199154 SoldF「om:21204　Augusta,GAQua「「y 3098Supe「io「Rd706-854.6375 6:30am-4:00pmMon-F「i Job/Dest.1nfo「mation Lds Today　　　丁o Date Quantity Quantity )b:　4　　　　68.69　　　　68 69 est: roduct Number:　0583 eSC: GABC weighpe「son: MaryAnn維A4170 JZ之つみ∠Lz多〆 Attachment number 1 \nPage 62 of 65 Item # 8 Å灘晶しds　　丁oday Quant時 Job:　　3　　　　　51 36 Dest: P「oduct Numbe「:　0583 Desc: GABC SoIdTo:253372Job#:　2533720OO6 HARPRiCHARDREXCAVATIONiNC POBOX「195 FAYETTEVILLE　　　　　　　　　GA　　30214 Ticket#: 9199140 To Date Quantity 5136A Mqrtin 層c狛eし恒 weighperson: MaryAnn#GA4170 ,者2) 4へ<乏亥で/ Soid丁°:253372Jo螺　2533720006 HARPRICHARDREXCAVATIONINC POBOXl195 FAYETTEVILLE　　　　　　　　GA　　30214 」ds　　Today　　　ToDate 犯'8F2 CashSal Quantfty　　　Quantity 背&・3ｨ・・Sづ#c#偵2 MatI$ Job:　　2　　　　33.72　　　　33.72 ・ｦVSｨ・・#BﾃC#"・丁ax　$ Dest: 疲WCｨ32ﾃイb纉" Haui$ 　　Paymぐ丁otaI$ ProductNumber:　0583 Desc:GABC Sec・P「Oduct:　　　　　　　　　0.OO　　　　QTY:　1692　　Ton　　　　　MaxG 儻:　64,000.00 Addlt-Ona…fo「matio=‥　　　　　　　　　　　　　　　　　　　　　　　　　　weigh 儕e「SO用　　Ma「yAm# 仇 Mq「tin M G「 ● ie廿Ci SoIdTo:253372Job#:2533720006 HARPRiCHARDREXCAVATiON州C POBOX「195 FAYETTEVILLE　　　　　　　　　GA　　30214 Date:09I25I14　Time:10:21　PONo: Lds Today To Date Quantity Quantity b:　1　　　　1680　　　　1680 )St: Oduct Numbe「:　0583 !SC: GABC Ticket#:9199137 SoidFrom:21204　Augusta,GAQua「「y 3098Supe「io「Rd706-854-6375 6:30am-4:00pmMon~Fri Job/Dest,information weighpe「so…　MaryAnn#GA417O &多ZへC乏安で/ Attachment number 1 \nPage 63 of 65 Item # 8 宗・・ e) ▼ 一・・ ∞ ▼ ○ ○ ・・ト" ▼ ○ ○ ・・くo . ○ ○ ・・ lで) ▼ - ・・寸 ▼ “ ● ・凵｡ i 看〇〇 ° ・・匡・・ ′ ▼○○ ▼ " ・ e ▼ “ ￣・・ o) ・・くo ・・卜● ・・くo ・・しの・・ , ・ﾂ・寸・凪・・ b * ﾖ｢くつ・覆 B ・ﾔ・ N ・・･・  * ﾘｲｸ + 2 ▼" 偖ﾂ・ｲ E b ﾌｲ E b くの合さ ○ ○ 」・・雪害 … く　詐鳩 e ・・ N 亅・・ °) ▼ ○ ○ ・・〇〇一・・く o ミ N ゝ雀も I、 ▼ " ・・く○ ▼ ○ ○ ・・ u) ▼ ○ ○ ・・ヾ" ▼ ￣・・ o ▼ “ " ・・ N ▼ " ・・ 1○○ ▼ ￣・・ e ▼ ○ ○ ・・ ○) ・・ ∞ ・・ I、、・・くo ・・ lo ・・寸・・くり・・ ≡ 〔のど工ぐu ・・ ○ ○ 乏 ( つくづくつ之戸乙 .○○ ・・くの口重俐 H ｹ 2 刄ｿ : 〔し圭一」 < 〔 = ) ○ At t a c h m e n t n u m b e r 1 \ n P a g e 6 4 o f 6 5 It e m # 8 At t a c h m e n t n u m b e r 1 \ n P a g e 6 5 o f 6 5 It e m # 8 Turner Construction Company 530 Greene Street Augusta, GA 30901-4480 July 22, 2014 Re: Augusta Municipal Renovation Project 130245 Change Order Request - Email Dear PCO # Item Company Description of Work Amount 193 10 Atlantic Concrete Contractors, Inc Labor to Uncover Piles $7,964.00 193 30 Atlantic Concrete Contractors, Inc Excavator Operator $5,760.00 193 50 Atlantic Concrete Contractors, Inc Excavator & Equipment $22,325.00 193 70 Atlantic Concrete Contractors, Inc Landfill Fees $2,137.11 193 90 Civil Site Services, Inc. Friction Test Piles $12,000.00 193 110 Berkel & Company Contractors, Inc. Strain Gauges $4,000.00 193 130 Berkel & Company Contractors, Inc. Pile Grout Overage $30,020.00 193 150 Berkel & Company Contractors, Inc. 8 CY Lost Grout $800.00 193 170 Civil Site Services, Inc. Unsuitable Soil Removal & Added Stone Bed $8,950.00 193 190 Civil Site Services, Inc. Add Stone Behind the Lagging Wall $1,021.50 193 210 Augusta Industrial Services, Inc. Vacuum Truck for Add'l Excavation Work $9,154.28 193 230 Berkel & Company Contractors, Inc. Sonotube Material $1,326.00 193 250 Berkel & Company Contractors, Inc. Sikadur 32 High Mod Part Mix $161.00 193 270 Berkel & Company Contractors, Inc. Grout $800.00 193 290 Berkel & Company Contractors, Inc. Boom Truck/Grout $14,850.00 Building the Future 11 Virgo Gambill Architects 2531 Center West Pkwy, Ste. 200 Augusta, GA 30909 Mr. Gambill: In reference to approval letter to Mr. Forrest White dated June 18, 2014, we have reviewed the proposals from the Subcontractors affected by this change and find them fair and reasonable. The following is a summary of these costs and fees: Attachment number 2 \nPage 1 of 44 Item # 8 Turner Construction Co. July 22, 2014 Augusta Municipal Renovation Change Order Request - PCO # Item Company Description of Work Amount 193 310 Berkel & Company Contractors, Inc. Boom Truck Concrete Bucket $329.00 193 330 Berkel & Company Contractors, Inc. Labor for 8-Hour Day $8,886.00 193 350 Berkel & Company Contractors, Inc. 25 Micropiles $185,000.00 193 370 Berkel & Company Contractors, Inc. Additional Micropile $6,000.00 193 390 Civil Site Services, Inc. Stone for Working Bed for Auger $1,650.00 193 410 Berkel & Company Contractors, Inc. Deduct Berkel's 2nd Mobilization $25,000.00- 193 430 Civil Site Services, Inc. Hold for 4" Pump Rental $7,000.00 193 450 Civil Site Services, Inc. Hold for 4" Pump Diesel Fuel $1,000.00 193 470 General Conditions for Turner $173,187.50 193 490 Turner Overhead $24,236.67 193 510 Turner Profit $9,315.82 ______________ Direct Work Total $512,873.88 ______________ TOTAL $512,873.88 Page 2 of 3Building the Future Turner Construction Turner Construction Turner Construction In accordance with approval letter to Mr. Forrest White dated June 18, 2014, we have instructed our subcontractors to price and proceed on their portions of the work. In the event you do not approve of this course of action, please advise immediately in order that we may stop this effort and minimize the cost involved. Please refer to the attached backup for the time implications from this work. 11 Attachment number 2 \nPage 2 of 44 Item # 8 Page 3 of 3Building the Future At t a c h m e n t n u m b e r 2 \ n P a g e 3 o f 4 4 It e m # 8 June 18, 2014 Mr. Forrest White, CCM Heery International, Inc. Senior Associate 530 Greene Street Suite 312 Augusta, GA 30901 Re: Augusta Municipal Building Renovations and Modernization – GMP Transfer of Funds Dear Mr. White, As a follow up to our previous conversations, we had originally earmarked $327,650.83 in the GMP to go towards the Auger Cast Pile remediation work due to the unforeseen water conditions. The original amount did not include extended general conditions for delay. We have audited the expenditures to date and reconciled the previously estimated values. The total including general conditions is now $512,873.89, and will be submitted as a change order request. Upon execution of this approval letter, the original amount noted in the GMP will be reallocated to cover pending change order requests and future Owner related items as directed by you. Currently, there are $262,152.23 in pending change order requests, excluding the auger cast pile work noted above. Please confirm that this is how we are to proceed and please let me know of any questions. Sincerely, Jennifer L. Henderson Sr. Project Manager Approved By:____________________________ (signature) Date:_______________ Owner’s Representative _____________________________ (print name) cc: File Attachment number 2 \nPage 4 of 44 Item # 8 Auger Cast Pile - Unforeseen Conditions Date Claim Description GMP Estimted Amount Confirmed COR Amount Comments 7/11/2013 Friction Test Pile $12,000.00 $12,000.00 Refusal Test Pile failed due to the test pile not actually encountering rock or refusal. Design was changed to friction piles. Strain Gauges $4,000.00 $4,000.00 ATC required 4 strain gauges to messure PSI of test pile. 8/1/2013 Unsuitable Soil Removal & Added Stone Bed $8,950.00 $8,950.00 At the basement level pit, an additional 2'-0" of unsuitable soil had to be removed so that a safe working surface could be installed for the ACP crew. The add'l unsuitable soil was created by the excessive amount of water entering the pit. 4" Pump Rental $4,200.00 $7,000.00 Due to excessive rainfall & groundwater, an additional 4" pump was needed to get water out of the deep excavation and up to ground level where it could be filtered into the storm system. This pump was added on July 1st, 2013 and will need to remain onsite until the permanent dewatering system is installed. Diesel Fuel for 4" Pump $500.00 $1,000.00 Add Stone behind the lagging wall $0.00 $1,021.50 8/8/2013 Pile Grout Overage $30,020.00 $30,020.00 Original Pile Design included installing 4,851 LF of ACP's to refusal; the friction piles were a total of 6,482 LF, which caused more grout to be installed. 8 CY Lost Grout $800.00 $800.00 8 CY of grout was lost due to the truck being turned away because the grout could not be placed due to the excessive water entering the pit. When piles are drilled, the soil and water is displaced at the working surface. Due to the vast amount of water, the pile could not be continually drilled and the grout simultaneously installed and the truck ended up being turned away because the amount of allowable time onsite had expired per specifications. 8/9 - 8/26 Labor to Uncover Piles $7,964.00 $7,964.00 In order to identify which piles were suitable and which piles were unsuitable, it was necessary to hand dig around each pile to expose or find the suitable grout. This is the labor cost for the workers that performed the hand excavation work. Excavator Operator $5,760.00 $5,760.00 Long Reach Hoe Operator Excavator & Equipment $22,325.00 $22,325.00 Long Reach Hoe Rental, Mini-Ex to tend spoils, chipping hammers and shovels Landfill Fees $2,137.11 $2,137.11 Additional Digging/ Chipping $5,000.00 Allowance 9/12/2013 Vacuum Truck or Add'l Excavation Work $9,000.00 $9,154.28 To prepare for the sonotube and micropile installation, the pit needs to be free and clear of all silt, mud, sandy soil debris and dry. The vacuum truck is a more cost effective and time effective means for this work. This cleanup work will be a much faster operation than the exploratory work associated with uncovering suitable piles. At t a c h m e n t n u m b e r 2 \ n P a g e 5 o f 4 4 It e m # 8 Date Claim Description GMP Estimted Amount Confirmed COR Amount Comments 9/6/2013 Sonotube Material $700.00 $1,326.00 Sonotubes are $50/ each for a 12'-0" section; we have repair work for (26) piles, so (13-14) sonotubes will be used. Sikadur 32 High Mod Part Mix $420.00 $161.00 Primer is $140/ gallon; approximately 3 gallons will be needed. Grout $450.00 $800.00 Grout is $100/ CY; we have 100'-0" LF of retrofit work that needs to be done at the top of (26) suitable piles. This equates to 84 cubic feet or 3.11 CY. With a waste factor included, closer to 4.5 CY will be utililzed. Trucking Freight $2,000.00 $0.00 Cost to mobilize sontotubes and equipment/ manpower necessary to perform this work. $1000 one-way. Boom Truck/ Grout $8,100.00 $14,850.00 There will be a boom truck and grout barrel to provide placement of the grout. Pricing for Boom truck and operator is as follows for a 8 our day $2,700.00. This includes Boom truck, operator and mileage of boom truck. (3) working days have been included. Boom Truck Concrete Bucket $0.00 $329.00 Labor for 8-hour Day $8,889.60 $8,886.00 Includes an 8 hour day with a superintendent, foreman, and two labors for a total duration of (6) days. 9/9/2013 25 Micropiles $185,000.00 $185,000.00 Cost for (25) mircopiles, 60 LF with steel casing and grout. Engineering Time Included Included Calculations and Design time by Berkel PE. 9/16/2013 Additional Micropile $6,000.00 $6,000.00 Structural Engineer added a 26th Pile. Stone for Working Bed for Auger $0.00 $1,650.00 55 Tons of Stone to make Working Platform in Pit. Additional Casing LF $0.00 $0.00 Tending Micropile Spoils $5,000.00 $0.00 Hand excavation of spoiles created by micropile installation. Deduct Berkel 2nd Mobilization -$25,500.00 -$25,000.00 Berkel wanted to argue that it was $25k & not $25,5 - wasn't worth it, they win. 9/16/2013 Added Rebar to Pile Cap $2,500.00 $0.00 Structural Engineer ended up NOT adding any new rebar. TCCo General Conditions for Delay $0.00 $173,187.50 Takes Substantial Completion to 2/16/15, 14 days Final Completion Phil Beach Reimbursement $5,675.00 $0.00 He never charged time. Subtotal:$311,890.71 $479,321.39 Fee $15,760.12 $33,552.50 Turner Construction Fee for Change Work @ 7.00% Estimated Costs to Date:$327,650.83 $512,873.89 Confirmed Costs to Date COR Amount At t a c h m e n t n u m b e r 2 \ n P a g e 6 o f 4 4 It e m # 8 Attachment number 2 \nPage 7 of 44 Item # 8 Attachment number 2 \nPage 8 of 44 Item # 8 Attachment number 2 \nPage 9 of 44 Item # 8 Attachment number 2 \nPage 10 of 44 Item # 8 Attachment number 2 \nPage 11 of 44 Item # 8 Attachment number 2 \nPage 12 of 44 Item # 8 Attachment number 2 \nPage 13 of 44 Item # 8 Attachment number 2 \nPage 14 of 44 Item # 8 Attachment number 2 \nPage 15 of 44 Item # 8 Attachment number 2 \nPage 16 of 44 Item # 8 Attachment number 2 \nPage 17 of 44 Item # 8 Attachment number 2 \nPage 18 of 44 Item # 8 Attachment number 2 \nPage 19 of 44 Item # 8 Attachment number 2 \nPage 20 of 44 Item # 8 Attachment number 2 \nPage 21 of 44 Item # 8 Attachment number 2 \nPage 22 of 44 Item # 8 Attachment number 2 \nPage 23 of 44 Item # 8 Attachment number 2 \nPage 24 of 44 Item # 8 Attachment number 2 \nPage 25 of 44 Item # 8 Attachment number 2 \nPage 26 of 44 Item # 8 Attachment number 2 \nPage 27 of 44 Item # 8 Attachment number 2 \nPage 28 of 44 Item # 8 Attachment number 2 \nPage 29 of 44 Item # 8 Attachment number 2 \nPage 30 of 44 Item # 8 Attachment number 2 \nPage 31 of 44 Item # 8 Attachment number 2 \nPage 32 of 44 Item # 8 Attachment number 2 \nPage 33 of 44 Item # 8 Attachment number 2 \nPage 34 of 44 Item # 8 Attachment number 2 \nPage 35 of 44 Item # 8 Attachment number 2 \nPage 36 of 44 Item # 8 Attachment number 2 \nPage 37 of 44 Item # 8 Attachment number 2 \nPage 38 of 44 Item # 8 Attachment number 2 \nPage 39 of 44 Item # 8 Attachment number 2 \nPage 40 of 44 Item # 8 Attachment number 2 \nPage 41 of 44 Item # 8 Attachment number 2 \nPage 42 of 44 Item # 8 Attachment number 2 \nPage 43 of 44 Item # 8 Attachment number 2 \nPage 44 of 44 Item # 8