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Home My WebLink AboutPOTTS CHANGE ORDER # 15 JUDICIAL CENTER $66,588.00rT. a APP 3 0 2,10 Owner Change Order Project [28073C] - Augusta Richmond County Judicial Date 2/1/2010 - Center HEERY ASSOCIAM Turner Associates Architects & Planners, Inc. 'Y;t,7car,^r2bPJAMMMNC. 280 Elizabeth St. NE Suite A -110 OCO No. 015 Atlanta, GA 30307 Phone: (404) 681-3214 Fax: (404) 880-7914 Date 2/1/2010 Budget Status Pending Approval Description Undercut Parking area between Talcot & Fenwick Streets From David Bitter Turner Associates Architects & Planners, Inc. 280 Elizabeth St. NE Suite A -110 Atlanta, GA 30307 Phone: (404) 681-3214 Fax: (404) 880-7914 To John G. Lukens The Potts Company 981 East Freeway Drive Conyers, GA 30094 Phone: (770) 483 -9299 Fax: (770) 483 -9317 iZi 0 i] Scope of Remove unsuitable materials from the parking area parallel to 10th Street between Talcot & Fenwick Work Streets. Area to be undercut to suitable soils and backfilled with select imported fill, all under the direction of the Owner's Geotechnical Engineer, Graves Engineering, Inc. Items No. Budget Code Contact Description Submitted Approved 1 Undercut Parking area between Talcot & Fenwick Streets $66,588.00 $66,588.00 Submitted Approved Items $66,588.00 $66,588.00 M a rk ups - - Total $66,588.00 $66,588.00 Turner Associates Architects & Augusta, Georgia The Potts Company Planners, Inca Signed: Signed: S igned: Signed: � - 4 4 By: David Bitte , AIA By: By: n G. Lukens, Sr. Project / Manager Date: 3�g /° Dater 17,1 l I Date: 2 - - Z- -(0 Page 1 of 1 Fb9ts Request For Change Order R G 1 n Project [28073C] - Augusta Richmond Date 6/30/2009 County Judicial Center HE 7 tfRMTR /�ssocmTrs 1i T1RaT 2i NF AW..Vfr-. (w The Potts Company 981 East Freeway Drive Conyers, GA 30094 Date 6/30/2009 Budget Status Pending Approval Cost Event No. Description Undercut Parking area between Talcot & Fenwick Streets From John G. Lukens The Potts Company 981 East Freeway Drive Conyers, GA 30094 RCO No. 010 To David Bitter Turner Associates Architects & Planners, Inc. 280 Elizabeth St. NE Suite A -110 Atlanta, GA 30307 Scope of Remove unsuitable materials from the parking area parallel to 10th Street between Talcot & Work Fenwick Streets. Area to be undercut to suitable soils and backfilled with select imported fill, all under the direction of the Owner's Geotechnical Engineer, Graves Engineering, Inc. Work was done on a Unit Cost basis not to exceed $75,000.00. Costs are calculated per the attached breakdown referencing Graves reports. Owner PO No. Submitted Items $66,588.00 Markups _ Total $66,588.00 The Potts Company Augusta, Georgia Turner Associates Architects & Planners, Inc. SignedJohn Signed: Signed: By: G. Lukens, Sr. Project By: Fred Russell, City By: David Bitter, AIA Manager Manager Date: (o - 3 - 0 1 Date: Date: Augusta Richmond County Judicial Center RCO # 010 Haul -off Unsuitable Materials and Haul -in Replacement Fill Calculated Quantities per Graves Engineering Reports Date Haul -off CY Notes 39,948.16 $ 66,588.16 5/1/2009 448 Graves Report # Fl 045 5/8/2009 512 Graves Report # FI 049 5/13/2009 192 Graves Report # Fl 051 5/15/2009 384 Graves Report # Fl 053 5/20/2009 272 Graves Report # 171 054 5/28/2009 240 Graves Report # Fl 058 5/29/2009 64 Graves Report # Fl 059 6/2/2009 32 Graves Report # Fl 061 6/15/2009 98 Graves Report # Fl 068 6/16/2009 98 Graves Report # Fl 070 6/17/2009 28 Graves Report # Fl 072 Total 2,368 Haul -Off qty = 2,368 CY at $ 11.25 per CY = Haul -In Qty = 2,368 CY at $ 16.87 per CY = Unit prices per Contract. $ 26,640.00 $ 39,948.16 $ 66,588.16 10 RCO Unsuitables 5 of Fenwick NTE.iclsx GRAVES ENGINEERING SERVICES, INC. FIELD INSPECTION REPORT PROJECT: Augusta Judicial Center LOCATION: Augusta, GA CLIENT: Augusta - Richmond Co. REPORT DATE: 05/04/2009 GRAVES REPORT NO.: FT- 091732 -045 GRAVES PROJECT NO: CS- 091732 GENERAL DATA DATE OF INSPECTION: 05/01/2009 GRAVES REPRESENTATIVE: Nelson Williams, P.E. WEATHER: Clear and Warm TYPE OF INSPECTION SPECIFIED / REQUESTED: Unsuitable Soil Removal - West Central Section of-Site INSPECTION REQUESTED BY / REQUIRED BY Client RESULTS OF FIELD INSPECTION As requested, our representative observed the undercutting; of the unsuitable soil in the parking area in the west- central section of the site. On this date, twenty-eight(28) tri -axle dump truck loads of material were removed from the site_ Each truck contained approximately 16 cubic yards of material. Therefore, approximately 448 cubic yards were removed on this date. Respectfully Submitted, Gra s Engineering Services, Inc. cc: Beery lntemational Turner Associates The Woodhurst:Partnership The Cranston Engineering Group Potts Construction Construction Perfected, Inc. Richard W. Swanson, P.E. Principal Engineer / President 05 /11/20U 08:20 FAX 706 651 0810 GRAVES ENG. FIELD INSPECTION )REPORT 1a002/002 l]ri—A— r ES tN61NE=NG Srmvicm, mc. PROJECT: Augusta Judicial Center LOCATION: Augusta, GA CLIENT: Augusta- Richmond Co. REPORT DATE: 05/11/2009 GRAVIES REPORT NO.: FI- 091732 -049 GRAVES PROJECT NO: CS- 091732 GENERAL DATA DATE OF INSPECTION: 05/08/2009 GRAVES REPRESENTATIVE: Nelson Williams, P.E. WEATHER: Partly Cloudy and Warm TYPE OF INSPECTION SPF- CIFIED / REQUESTED: Unsuitable Soil Removal - West Central Section of Site INSPECTION REQUESTED BY / REQUIRED BY: Client RESULTS OF FIELD INSPECTION As requested, our representative observed the undercutting of additional unsuitable soil in the parking area in the west - central section of the site. On this date, thirty- two(32) tri -axle dump truck loads of material were removed from the site. Each truck contained approximately 16 cubic yards of material. Therefore, approximately 512 cubic yards were removed on this date. The area undercut on this date was proofrolled and then backfrlled with imported fill such that positive drainage would be maintained due to the recent intermittent rainy weather. Respectfully Submitted, Graves Engineering Services, Inc. cc: Hccry International Turner Associates The Woodhurst Partnership The Cranston Engineering Group Potts Construction Construction Perfected, Inc. 7r <_ chard W. Swanson, P.E. incipal Engineer / President• GRAVES ENGINEERING SERVICES. INC. >crFr .n Ym1zPr-rTinN RRPORT PROJECT: Augusta Judicial Center LOCATION: Augusta, GA CLIENT: Augusta - Richmond Co. __ REPORT DATE: 05/14/2009 GRAYS REPORTNO.: Fi- 091732 -051 GRAVES PROJECT NO: CS- 091732 GENERAL DATA DATE OF INSPECTION: 45/13/2009 GRAVES REPRESENTATIVE: Nelson Williams P.E. WEATHER: Clear and Mild TYPE OF INSPECTION SPECIFIED /REQUESTED: Proofroll & Unsuitable Soil Removal INSPECTION REQUESTED BY / REQUIRED BY: Client RESULTS OF FIELD INSPECTION As requested, our representative visited the above referenced project to conduct a proofrool inspection. Proofrolling was conducted with a loaded dump truck on the west parking area between the former Fenwick and Talcott Streets and between the circular drive and storm line "A ". Three(3) small soft/wet areas were noted and contractor elected to undercut. A total of 32 cubic yards were removed from the above areas on this date. The areas were again proofrolled and proved to be stable and firm with no pumping encountered and were approved to receive backfil1. Our representative also observed the removal of additional unsuitable rubblelsoil in the north and west parking areas from the lighting and irrigation trenches. On this date, tweive(12) tri -axle dump truck loads of material were removed from the site. Each truck contained approximately 16 cubic yards of material. Therefore, approximately 192 cubic yards were removed from these areas on this date. Our representative then conducted field density testing of the parking lot and trench backfill in accordance with plans and specifications. cc: Heery International Turner Associates The Woodhurst Partnership The Ctgttston Engineering Group Potts Construction Construction Perfected, Inc. Respectfully Submttteo, Graves Engineering Services, Inc. Richard W. Swanson, P.E. Principal Engineer / President GRAVES ENGINEERING SERVICES, INC. FIELD INSPECTION REPORT PROJECT: Augusta Judicial Center LOCATION: Augusta, GA CLIENT: Augusta - Richmond Co. REPORT DATE: 05/18/2009 GRAVES REPORT NO.: F1- 091732 -053 GRAVES PROJECT NO: CS- 091732 GENERAL DATA DATE OF INSPECTION: 05/15/2099 GRAVES REPRESENTATIVE: Nelson Williams, P.E. WEATHER: Partly Cloudy and Warm TYPE OF INSPECTION SPECIFIED / REQUESTED: Unsuitable /Unstable Soil Removal - W. Central Section of Site INSPECTION REQUESTED BY / REQUIRED BY: Client RESULTS OF FIELD INSPECTION As requested our representative observed the continued undercutting of unsuitable/unstable soil in the parking area in the west - central section of the site. On this date, twenty- four(24) tri -axle dump truck loads of material were removed from the site, Each tnlck contained approximately 16 cubic yards of material. Therefore, approximately 384 cubic yards were removed on this date. The area undercut on this date was proofrolled and then backfilled with imported rill and on -site material such that positive drainage would be maintained due to the recent intermittent rainy weather, cc: Heery I ntemational Turner Associates The Woodhurst Partnership The Cranston Engineering Group Potts Construction Construction Perfected, Inc. Respectfully Submitted, Graves Engineering Services, Inc. Richard W. Swanson, P.E. Principal Engineer 1 President GRAVES ENGINEERnNG SERVICES. INC. FIELD INSPECTION REPORT PROJECT: Augusta Judicial Center LOCATION: Augusta, GA CLIENT: Augusta - Richmond Co. REPORT DATE: 05/2112009 GRAVES REPORT NO.: FI -091732 -054 GRAVES PROJECT NO: CS- 091732 GENERAL DATA DATE OF INSPECTION: 0512012009 GRAVES REPRESENTATIVE: Nelson Williams. P.E. WEATHER: Partly Cloudy and Mild TYPE OF INSPECTION SPECIFIED/ REQUESTED: Slab Suberade Inspection - Unsuitable Soil Removal INSPECTION REQUESTED BY / REQUIRED BY: Client RESULTS OF FIELD INSPECTION As requested, our representative visited the above referenced site. to inspect the slab subgrade between column lines A to EA and 1.6 to 5. The area was noted to be &cc of deleterious materials and was in an area in which fill had been previously placed and tested. The exposed soil was noted to generally be a red -tan, slightly clayey. silty fine to medium sand. The slab subgrade was noted to be stable and firm with nominal penetration to the probe rod indicating that these soils are acceptable for placement of the drainage layer, vapor barrier and concrete slab on grade. We also observed the placement and compaction of the sand drainage layer. While on -site, our representative also observed the removal of additional unsuitable rubble/soil in the north parking areas from the lighting and irrigation trenches. On this date, ten(t0) tri -axle dump trick loads of material were removed front the site. An additional seven(7) tri -axle dump truck loads of material were removed from the utility line excavation from structures B5 and B6. Each truck contained approximately 16 cubic yards of material. Therefore, approximately 272 cubic yards were removed from these areas on this date. Respectfully Submitted, Graves Engineering Services, Inc. cc: Heery International Turner Associates The Woodhurst Partnership The Cranston Engineering Group Potts Construction Construction Perfected, Inc. Carter Concrete Richard W. Swanson, P.E. Principal Engineer / President GRAVES FNGINEERING SERVICES. INC. FIELD INSPECTION REPORT PROJECT: Augusta Judicial Center LOCATION: Augusta, GA CLIENT: Augusta - Richmond Co. REPORT DATE: 05129/2009 GRAVES REPORT NO.: FI- 091732 -058 GRAVFS PROJECT NO: C:S- 091732 GENERAL DATA DATE Of INSPECTION: 05/28/2009 GRAVES REPRESENTATIVE: Nelson Williams WEATHER: Sutut) anti Mild TYPE OF INSPECTION SPECIFIED 1 REQUESTED: Unsuitable Soil /Rubble Removal INSPECTION REQUESTED BY I REQUIRED BY: Client RESULTS OF FIELD INSPECTION As requested, our representative observed the undercutting of additional rubblehmsuitablc soil in the lighting trenches and north parking area. O.n this date, fifteen(15) tri -axle dump truck loads of material were removed from the site. Each truck contained approximately 16 cubic yards of material. Therefore, approximately 240 cubic yards were removed on this date.. Respectfully Submitted, Graves Engineering Services, Inc. cc: Heery International Turner Associates The Woodhurst Partnership The Cranston Engineering Group Potts Construction Construction Perfected, Inc. Richard W. Swanson, P.E. Principal Engineer /President GRAVES 1INGINEEMING SERVICES, INC. FIELD INSPEC REPORT PROJECT: Augusta Judicial Ccnter LOCATION: . Augusta, GA CLIENT: Augusta - Richmond Co. REPORT DATE: 06/0112009 GRAVES REPORT NO.: FI -091732 -059 GRAVES PROJECT NO: CS- 09173 GENERAL DATA DATE OF INSPECTION: 45129/2009 GRAVES REPRESENTATIVE: Nelson Williams WEATHER: Sunny and Warns TYPE OF .INSPECTION SPECIFIED /REQUESTED: UnsuitableSoiltRubble Removal INSPECTION REQUESTED BY J REQUIRED BY: Client RESULTS OF FIELD INSPECTION As requested. our represeotative observed the undercutting of additional rubble/unsuitable soil in the lighting trenches in the north parking area. On this dale, four(4) tri -axle dump truck loads of material were removed from the site. Each truck contained approximately 16 cubic yards of nrrateriat. Therefore, approximately 64 cubic yards were removed on this date. cc: Heery International Turner Associates The Woodhurst Partnership The Cranston Engineering Group Potts Construction Construction Perfected, Inc. .Respectfully Submitted,. Graves Engineering Services, Inc. Richard W. Swanson, P.E. Principal Engineer / President GFAVES ENIGINERRIING MVICES. INC. FTF :F.i) INSPF.f'TION REPORT PROJECT: Augusta Judicial Center LOCATION: Augusta, GA CLIENT: Augusta- Richmond Co. REPORT DATE:: 06103/2009 GRAVES REPORT NO.: FI- 091732 -061 GRAVES PROJECT NO: CS- 091732 GENERAL DATA DATE OF INSPECTION: 06102/2009 GRAVES REPRESENTATIVE: Nelson Williams WEATHER: Sunnv and Warm TYPE OF INSPECTION SPECIFIED / REQUESTED: Unsuitable Soil /Rubble Removal INSPECTION REQUESTED BY / REQUIRED BY: Client RESULTS OF FIELD INSPECTION As requested, our representative observed the undercutting of additional rubble /unsuitable soil in the lighting trenches in the north parking area. On this date, txvo(2) tri -axle dump truck loads of material were removed from the site. Each truck contained approximately 16 cubic yards of material. Therefore, approximately 32 cubic yards were removed on this date. RespectWiiy Submitted, Grayes Engineering Services, Inc. CC'. Beery International Turner Associates The \yt)()dIhurst Partnership The Cranston Engineering Grnup Potts Cunsu uction Construction Perfected, Inc. Picbard W. Swanson, P.E. Principal Engineer / President GRAVES ENONT:ERIM, SERVICES, INC. FIELD INSPECTION REPORT PROJECT: Augusta Judicial Center LOCATION: Augusta, GA CLIENT: Augusta-Richmond Co. REPORT DATE: 06/16/2009 GRAVES REPORT NO.: FI- 091732 -068 GRAVES PROJECT NO: CS- 091732 GENERAL DATA DATE OF INSPECTION: 06/15/2009 GRAVES REPRESENTATIVE: Nelson Williams WEATHER: Sunny and Warm TYPE OF INSPECTION SPECIFIED/ RE-QUESTED: Wet SoiliRubble Removal INSPECTION REQUESTED BY / REQUIRED BY: Client RESULTS OF .FIELD INSPECTION As requested, our representative observed the undercutting of wet soil around the storm drain inlets. Some light rubble was also noted in this material. On this date, seven(7) tandem -axle dump truck loads of material were removed from the site. Each truck contained approximately 14 cubic yards of material. Therefore, approximately 98 cubic yards were removed on this date. Respectfully Submitted, Graves Fngineering Services, Inc. cc: Heery International Turner Associates The Woodhurst Partnership The Cranston Engineering Group Potts Construction Construction Perfected, Inc. Richard W. Swanson, P.E. Principal Engineer / President GRAVES [INGINMING HUMUS. INC. FIELD iNCPP.C'TION RRPtIRT PROJECT: Augusta Judicial Center LOCATION: Augusta, GA CLIENT: Augusta - Richmond Co. REPORT DATE: 06/17/2009 GRAVES REPORT NO, Ft- 091732 -070 GRAVES PROJECT - NO: CS- 091732 GENERAL DATA DATE OF INSPECTION: 06/16/2009 GRAVES REPRESENTATIVE: Nelson Williams WEATHER: Sunny and Warm. TYPE OF INSPECTION SPECIFIED I REQUESTED: Wct SoillRubbic Rcmoval INSPECTION REQUESTED BY," REQUIRED BY: Client RESULTS OF /FIELD INSPECTION As requested, our representative observed the undercutting of wet soil around the storm drain inlets. Some light rubble was also noted in this material. On this date, sevenM tandern -axle dump truck loads of material vVere removed from the site. Each truck contained approximately 14 cubic yards or material. Therefore, approximately 98 cubic yards were removed on this date. cc: Heery international Turner Associates The Woodhurst Partnership "/lie Cranston Engineering Group Potts Construction Construction Perfected, Inc. Respectfully Submitted, Graves Engineering Services, Inc. Richard W. Swanson, P.E. Principal Engineer ( President GRAVES ENGINEERING SERVICES, INC. FIELD IN 1 R.PF1`T10N, OFFPCWT PROJECT: Augusta Judicial Center LOCATION: Augusta, GA CLIENT: Augusta- Richmond Co. REPORT DATE: 06 '18/2009 GRAVES REPORT NO.: F.I- 091732-072 GRAVES PROJECT NO: CS- 021732 GENERAL DATA DATE OF INSPECTION: 06/17/2009 GRAVES REPRESENTATIVE: Nelson Williams WEATHER: Sunny and Warm TYPE OF INSPECTION SPECIFIED/ REQUESTED: Unsuitable Soil/Rubble Removal INSPECTION REQUESTED BY /REQUIRED BY: Client RESULTS OF FIELD INSPECTION As requested, our representative observed the undercutting of additional rubbleiwlsuitable soil in the lighting trenches in the parking areas. On this date, two(2) tandem -axle dump truck loads of material were removed from the site. Each trick contained approximately 14 cubic yards of material. Therefore, approximately 28 cubic yards were removed on this date. ac: Beery International Turner Associates The Woodhurst Pvtnership The Cranston Engineering Group Potts Construction Construction Perfected, Inc. Respectfully Subnutted, Graves,,;Engineering Services, Inc. Richard W. Swanson, P.E. Principal Engineer /President