Permit Application Status

PRSUBD20234377


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Summary


PRSUBD20234377
Public Infrastructure
Substantial Completion
150 HIGHWAY LEES SUMMIT LLC
DEVELOPMENT COMPLETE
Arborwalk West Public Infrastructure - Street, Storm Sewer, Sanitary, & Traffic Signal improvements to SW Arboridge Dr
09/05/2023
05/21/2024
06/15/2024
Locations
Address
3640 SW ARBORIDGE DR, LEES SUMMIT, MO 64082

Property
300553

69-630-40-30-00-0-00-000
Contacts
Sam Malinowsky, Address:SM Engineering, Phone:(785) 341-9747  
Sam Malinowsky, Address:SM Engineering, Phone:(785) 341-9747  
150 HIGHWAY LEES SUMMIT LLC, Address:7217 W 110TH ST  
SM ENGINEERING, Address:919 W STEWART RD, Phone:(785) 341-9747  
  
  
  
  
BCCM Construction Group, Inc., Address:100 E. 7th St. Suite 201, Phone:(816) 659-9115 Ext:210  
Reviews
Review Type Outcome Est. Completion Date Completed
Traffic Review - Streets No Comments 05/22/2024 05/20/2024
Erin Ralovo
Engineering Review - Street and Storm No Comments 05/22/2024 05/16/2024
Sue Pyles, P.E.
Traffic Review - Streets Approved with Conditions 04/09/2024 04/05/2024
Erin Ralovo
Miscellaneous Correction
Resolved
04/05/2024

Additional Right of Way Needed does not appear to address the ROW needed to construct osidewalk on the east side of Arborwalk Drive. While these improvements are not required with this development the ROW should be dedicated at this time and should accomodate sidewalk all the way to MO 150. New documents should be submitted for the ROW.
Misc
Corrective Action Required
04/05/2024

New ROW documents were submitted but when they were taken to Michael Park for signautre he stated that he had already signed the document. ROW specialist Curt Powelson stated that he remembered Michael signing the document as well and returned the document to the applicant for recording.
Engineering Review Approved 02/22/2024 02/20/2024
Scott Ready
Traffic Review - Streets Corrections 02/22/2024 02/20/2024
Erin Ralovo
Misc
Resolved
02/20/2024

MoDOT approval required before issuance.
Miscellaneous Correction
Corrective Action Required
02/20/2024

Additional Right of Way Needed does not appear to address the ROW needed to construct osidewalk on the east side of Arborwalk Drive. While these improvements are not required with this development the ROW should be dedicated at this time and should accomodate sidewalk all the way to MO 150. New documents should be submitted for the ROW.
Traffic Review - Streets Approved with Conditions 01/23/2024 01/18/2024
Erin Ralovo
Misc
Corrective Action Required
01/23/2024

Staff has no comments. MoDOT approval required before issuance.
Engineering Review Approved 01/03/2024 12/18/2023
Sue Pyles, P.E.
Traffic Review - Streets Approved with Conditions 01/03/2024 12/18/2023
Erin Ralovo
Misc
Corrective Action Required
12/18/2023

The Original Executed copies of the ROW document will need to be returned to City Hall for the Public WOrks Director's signature. Recording of the document should be handled through the typical Development process, either by the developer or by City staff.
Engineering Review - Sanitary No Comments 11/27/2023 11/27/2023
Sue Pyles, P.E.
Miscellaneous Correction
Resolved
11/27/2023

Submit an Engineer’s Estimate of Probable Construction Costs.
Miscellaneous Correction
Resolved
11/27/2023

Include existing pipe information downstream of MH A-1 in Profile view.
Miscellaneous Correction
Resolved
11/27/2023

The sanitary sewer Profile view shows the proposed grade 3’ higher than MH A-1. Will the MH be raised? Please indicate what will be done in this area.
Miscellaneous Correction
Resolved
11/27/2023

The Plan view appears to show fire lines crossing both east and west of the crossing shown in Profile view. Please revise as needed.
Engineering Review - Streetlight No Comments 11/06/2023 11/10/2023
Sue Pyles, P.E.
Miscellaneous Correction
Resolved
11/03/2023

Please submit an Engineer’s Estimate of Probable Construction Costs.
Miscellaneous Correction
Resolved
11/03/2023

Sheet C1.0: Please add the City of Lee’s Summit Public Works Department to the List of Utilities.
Miscellaneous Correction
Resolved
11/03/2023

Sheet C7.0: • The upstream end of the public storm sewer is now Structure A-4 due to the alignment revisions. Please revise the note in Plan view accordingly. • As previously discussed, the Raintree Village public sanitary sewer main extension ends at the MH just east of storm sewer Structure A-2. Please revise the note in Plan view to reference “By Others” rather than Raintree Village. • Please revise the storm sewer at Structure A-4. Design and Construction Manual Section 5604.5 requires the crown of incoming pipes to be at or above the crown of the outgoing pipe, and requires a minimum 0.2’ drop across the structure. Please revise accordingly. • Please revise the note at Structure A-2 in Profile view to reference Raintree Village storm plans rather than sanitary plans.
Traffic Review - Streets No Comments 11/10/2023 11/08/2023
Erin Ralovo
Engineering Review - Sanitary Corrections 11/09/2023 11/03/2023
Sue Pyles, P.E.
Miscellaneous Correction
Corrective Action Required
11/03/2023

Submit an Engineer’s Estimate of Probable Construction Costs.
Miscellaneous Correction
Corrective Action Required
11/03/2023

Include existing pipe information downstream of MH A-1 in Profile view.
Miscellaneous Correction
Corrective Action Required
11/03/2023

The sanitary sewer Profile view shows the proposed grade 3’ higher than MH A-1. Will the MH be raised? Please indicate what will be done in this area.
Miscellaneous Correction
Corrective Action Required
11/03/2023

The Plan view appears to show fire lines crossing both east and west of the crossing shown in Profile view. Please revise as needed.
Traffic Review - Streets Corrections 11/02/2023 11/03/2023
Susan Barry, P.E.
Miscellaneous Correction
Resolved
11/08/2023

The Yellow Diagonals should be spaced at 5 FT intervals equal to the speed limit. For this instance the spacing should be 25 FT.
Miscellaneous Correction
Resolved
11/08/2023

Pedestrian signals are needed across MO 150 at both sides. These have not been shown on the plans but the comment was made previously. MoDOT has been consulted on this and they are in agreement with City that this is needed.
Traffic Review - Streets No Comments 10/23/2023 10/25/2023
Erin Ralovo
Miscellaneous Correction
Corrective Action Required
10/10/2023

Add additional crosswalks to signal plans crossing MO 150.
Miscellaneous Correction
Corrective Action Required
10/10/2023

Sheet 2 of signal plans has a note referring to US 69.
Traffic Signal Plans
Traffic Review - Streets Corrections 10/18/2023 10/16/2023
Erin Ralovo
Miscellaneous Correction
Resolved
10/25/2023

Line Starting at Sta. 2+69.73 should be White and not Yellow.
Miscellaneous Correction
Resolved
10/25/2023

Please specify ADA Ramp Types.
Miscellaneous Correction
Resolved
10/25/2023

The reverse cruve leading into the turn land should be 150 FT long per Access Management Policy.
Miscellaneous Correction
Resolved
10/25/2023

Is the curve leading into the curve marked with yellow diagonal as well? If so lable.
Miscellaneous Correction
Partial Correction
10/25/2023

Plans call for Additional Right Of Way but no documents have been submitted. Please provide the ROW documents for the donation of this area. ROW standard documents have been provided.
Engineering Review - Streetlight Corrections 10/18/2023 10/13/2023
Sue Pyles, P.E.
Miscellaneous Correction
Resolved
10/13/2023

Please relocate Curb Inlet A-3. Inlets are not allowed in curb returns. Since the pipe is existing, perhaps you can change the structure to a junction box and place a curb inlet just to the south.
Miscellaneous Correction
Resolved
10/13/2023

Please review the Junction Box A-2 flowlines shown in Profile view and revise as needed.
Miscellaneous Correction
Resolved
10/13/2023

Public Works has been asked what material the want the extension of Storm Line B to require. That information will be provided under separate cover.
Miscellaneous Correction
Resolved
11/10/2023

Please submit an Engineer’s Estimate of Probable Construction Costs.
Miscellaneous Correction
Resolved
11/10/2023

Sheet C1.0: Please add the City of Lee’s Summit Public Works Department to the List of Utilities.
Miscellaneous Correction
Resolved
11/10/2023

Sheet C7.0: • The upstream end of the public storm sewer is now Structure A-4 due to the alignment revisions. Please revise the note in Plan view accordingly. • As previously discussed, the Raintree Village public sanitary sewer main extension ends at the MH just east of storm sewer Structure A-2. Please revise the note in Plan view to reference “By Others” rather than Raintree Village. • Please revise the storm sewer at Structure A-4. Design and Construction Manual Section 5604.5 requires the crown of incoming pipes to be at or above the crown of the outgoing pipe, and requires a minimum 0.2’ drop across the structure. Please revise accordingly. • Please revise the note at Structure A-2 in Profile view to reference Raintree Village storm plans rather than sanitary plans.
Engineering Review - Streetlight Corrections 09/22/2023 09/22/2023
Sue Pyles, P.E.
Miscellaneous Correction
Corrective Action Required
09/22/2023

Please relocate Curb Inlet A-3. Inlets are not allowed in curb returns. Since the pipe is existing, perhaps you can change the structure to a junction box and place a curb inlet just to the south.
Miscellaneous Correction
Corrective Action Required
09/22/2023

Please review the Junction Box A-2 flowlines shown in Profile view and revise as needed.
Miscellaneous Correction
Corrective Action Required
09/22/2023

Public Works has been asked what material the want the extension of Storm Line B to require. That information will be provided under separate cover.
Engineering Review - Street and Storm No Comments 09/22/2023 09/22/2023
Sue Pyles, P.E.
Traffic Review - Streets Corrections 09/22/2023 09/18/2023
Susan Barry, P.E.
Miscellaneous Correction
Corrective Action Required
09/08/2023

Please provide a Pavement Marking sheet with more detail. Location of each arrow and length of the solid lines.
Miscellaneous Correction
Corrective Action Required
09/08/2023

Please include additional detail of the sidewalk required.
Miscellaneous Correction
Corrective Action Required
09/08/2023

Please provide a grading plan for the proposed widening.
Fees
Paid Fees Amount Paid Owing Date Paid
9110081-Paved Surface Inspection Fee $3,310.92 $3,310.92 Paid 05/21/2024
9110068-Storm Fee $5,855.85 $5,855.85 Paid 05/21/2024
9110073-Right of Way Permit Fee $85.00 $85.00 Paid 05/21/2024
91100C8-Sanitary Sewer Insp Fees $1,383.75 $1,383.75 Paid 05/21/2024
Outstanding Fees Amount Paid Owing Date Paid
No outstanding fees.
Totals: $10,635.52 $10,635.52 $0.00


$0.00
Inspections
Inspection Outcome Requested Scheduled Date Inspected
Install Street and Stop Signs Pending
Piers/Caissons Inspection - Commercial Pending
Underground Electrical Inspection - Commercial Pending
Punch List Inspection Pending
Sanitary Sewer Construction Inspection Partial 5/21/2024 5/21/2024 05/21/2024
Misc
Informational
05/21/2024
5-21-24 PS Contractor core drilled existing manhole A-1 per plans and installed A lok, with (1) stick of pipe out of manhole towards A-2, contractor breaking rock
Sanitary Sewer Construction Inspection Partial 5/22/2024 5/22/2024 05/22/2024
Misc
Informational
05/21/2024
5-21-24 PS Contractor core drilled existing manhole A-1 per plans and installed A lok, with (1) stick of pipe out of manhole towards A-2, contractor breaking rock 5-22-24 PS Contractor breaking rock and excavating
Sanitary Sewer Construction Inspection Partial 5/23/2024 5/23/2024 05/23/2024
Misc
Informational
05/22/2024
5-21-24 PS Contractor core drilled existing manhole A-1 per plans and installed A lok, with (1) stick of pipe out of manhole towards A-2, contractor breaking rock 5-22-24 PS Contractor breaking rock and excavating 5-23-24 PS Contractor set MH A-2 STA 0+33.27
Sanitary Sewer Construction Inspection Partial 5/28/2024 5/28/2024 05/28/2024
Misc
Informational
05/23/2024
5-21-24 PS Contractor core drilled existing manhole A-1 per plans and installed A lok, with (1) stick of pipe out of manhole towards A-2, contractor breaking rock 5-22-24 PS Contractor breaking rock and excavating 5-23-24 PS Contractor set MH A-2 STA 0+33.27 5-28-24 PS Contractor excavating for sanitary, set line at manhole A-2 wye for future 6" service line at STA 0+38.00
Sanitary Sewer Construction Inspection Partial 5/28/2024 5/28/2024 05/28/2024
Misc
Informational
05/28/2024
5-21-24 PS Contractor core drilled existing manhole A-1 per plans and installed A lok, with (1) stick of pipe out of manhole towards A-2, contractor breaking rock 5-22-24 PS Contractor breaking rock and excavating 5-23-24 PS Contractor set MH A-2 STA 0+33.27 5-28-24 PS Contractor excavating for sanitary, set line at manhole A-2 wye for future 6" service line at STA 0+38.00 P.M. Contractor placed sanitary line STA 0+80
Sanitary Sewer Construction Inspection Partial 5/29/2024 5/29/2024 05/29/2024
Misc
Informational
05/28/2024
5-21-24 PS Contractor core drilled existing manhole A-1 per plans and installed A lok, with (1) stick of pipe out of manhole towards A-2, contractor breaking rock 5-22-24 PS Contractor breaking rock and excavating 5-23-24 PS Contractor set MH A-2 STA 0+33.27 5-28-24 PS Contractor excavating for sanitary, set line at manhole A-2 wye for future 6" service line at STA 0+38.00 P.M. Contractor placed sanitary line STA 0+80 5-29-24 PS Contractor set sanitary line to 1+40
Sanitary Sewer Construction Inspection Partial 5/30/2024 5/30/2024 05/30/2024
Misc
Informational
05/29/2024
5-21-24 PS Contractor core drilled existing manhole A-1 per plans and installed A lok, with (1) stick of pipe out of manhole towards A-2, contractor breaking rock 5-22-24 PS Contractor breaking rock and excavating 5-23-24 PS Contractor set MH A-2 STA 0+33.27 5-28-24 PS Contractor excavating for sanitary, set line at manhole A-2 wye for future 6" service line at STA 0+38.00 P.M. Contractor placed sanitary line STA 0+80 5-29-24 PS Contractor set sanitary line to 1+40 5-30-24 PS Contractor set sanitary line to 1+80
Sanitary Sewer Construction Inspection Partial 5/30/2024 5/30/2024 05/30/2024
Misc
Informational
05/30/2024
5-21-24 PS Contractor core drilled existing manhole A-1 per plans and installed A lok, with (1) stick of pipe out of manhole towards A-2, contractor breaking rock 5-22-24 PS Contractor breaking rock and excavating 5-23-24 PS Contractor set MH A-2 STA 0+33.27 5-28-24 PS Contractor excavating for sanitary, set line at manhole A-2 wye for future 6" service line at STA 0+38.00 P.M. Contractor placed sanitary line STA 0+80 5-29-24 PS Contractor set sanitary line to 1+40 5-30-24 PS Contractor set sanitary line to 1+80. PM Contractor set line to STA 2+60
Sanitary Sewer Construction Inspection Partial 5/31/2024 5/31/2024 05/31/2024
Misc
Informational
05/30/2024
5-21-24 PS Contractor core drilled existing manhole A-1 per plans and installed A lok, with (1) stick of pipe out of manhole towards A-2, contractor breaking rock 5-22-24 PS Contractor breaking rock and excavating 5-23-24 PS Contractor set MH A-2 STA 0+33.27 5-28-24 PS Contractor excavating for sanitary, set line at manhole A-2 wye for future 6" service line at STA 0+38.00 P.M. Contractor placed sanitary line STA 0+80 5-29-24 PS Contractor set sanitary line to 1+40 5-30-24 PS Contractor set sanitary line to 1+80. PM Contractor set line to STA 2+60 5-31-24 PS Contractor set sanitary line to 2+80, breaking rock and excavating
Sanitary Sewer Construction Inspection Partial 6/3/2024 6/3/2024 06/03/2024
Misc
Informational
05/31/2024
5-21-24 PS Contractor core drilled existing manhole A-1 per plans and installed A lok, with (1) stick of pipe out of manhole towards A-2, contractor breaking rock 5-22-24 PS Contractor breaking rock and excavating 5-23-24 PS Contractor set MH A-2 STA 0+33.27 5-28-24 PS Contractor excavating for sanitary, set line at manhole A-2 wye for future 6" service line at STA 0+38.00 P.M. Contractor placed sanitary line STA 0+80 5-29-24 PS Contractor set sanitary line to 1+40 5-30-24 PS Contractor set sanitary line to 1+80. PM Contractor set line to STA 2+60 5-31-24 PS Contractor set sanitary line to 2+80, breaking rock and excavating 6-3-24 PS Contractor breaking rock
Sanitary Sewer Construction Inspection Partial 6/4/2024 6/4/2024 06/04/2024
Misc
Informational
06/03/2024
5-21-24 PS Contractor core drilled existing manhole A-1 per plans and installed A lok, with (1) stick of pipe out of manhole towards A-2, contractor breaking rock 5-22-24 PS Contractor breaking rock and excavating 5-23-24 PS Contractor set MH A-2 STA 0+33.27 5-28-24 PS Contractor excavating for sanitary, set line at manhole A-2 wye for future 6" service line at STA 0+38.00 P.M. Contractor placed sanitary line STA 0+80 5-29-24 PS Contractor set sanitary line to 1+40 5-30-24 PS Contractor set sanitary line to 1+80. PM Contractor set line to STA 2+60 5-31-24 PS Contractor set sanitary line to 2+80, breaking rock and excavating 6-3-24 PS Contractor breaking rock 6-4-24 PS Contractor laid sanitary line to 3+20 and currently breaking rock
Sanitary Sewer Construction Inspection Partial 6/5/2024 6/5/2024 06/05/2024
Misc
Informational
06/05/2024
5-21-24 PS Contractor core drilled existing manhole A-1 per plans and installed A lok, with (1) stick of pipe out of manhole towards A-2, contractor breaking rock 5-22-24 PS Contractor breaking rock and excavating 5-23-24 PS Contractor set MH A-2 STA 0+33.27 5-28-24 PS Contractor excavating for sanitary, set line at manhole A-2 wye for future 6" service line at STA 0+38.00 P.M. Contractor placed sanitary line STA 0+80 5-29-24 PS Contractor set sanitary line to 1+40 5-30-24 PS Contractor set sanitary line to 1+80. PM Contractor set line to STA 2+60 5-31-24 PS Contractor set sanitary line to 2+80, breaking rock and excavating 6-3-24 PS Contractor breaking rock 6-4-24 PS Contractor laid sanitary line to 3+20 and currently breaking rock 6-5-24 PS Contractor laid sanitary line to 3+70
Sanitary Sewer Construction Inspection Partial 6/6/2024 6/6/2024 06/07/2024
Misc
Informational
06/05/2024
5-21-24 PS Contractor core drilled existing manhole A-1 per plans and installed A lok, with (1) stick of pipe out of manhole towards A-2, contractor breaking rock 5-22-24 PS Contractor breaking rock and excavating 5-23-24 PS Contractor set MH A-2 STA 0+33.27 5-28-24 PS Contractor excavating for sanitary, set line at manhole A-2 wye for future 6" service line at STA 0+38.00 P.M. Contractor placed sanitary line STA 0+80 5-29-24 PS Contractor set sanitary line to 1+40 5-30-24 PS Contractor set sanitary line to 1+80. PM Contractor set line to STA 2+60 5-31-24 PS Contractor set sanitary line to 2+80, breaking rock and excavating 6-3-24 PS Contractor breaking rock 6-4-24 PS Contractor laid sanitary line to 3+20 and currently breaking rock 6-5-24 PS Contractor laid sanitary line to 3+70 6-6-24 PS Contractor set manhole A-3 STA 3+86.94, connected sanitary line to mahole, 6" wye installed for service line at 3+86.94
Storm Sewer Construction Inspection Partial 06/07/2024
Misc
Informational
06/07/2024
6-7-24 PS Contractor removing end section and headwall at existing end section STA 0+00, storm line A
Sanitary Sewer Construction Inspection Partial 6/7/2024 6/7/2024 06/07/2024
Misc
Informational
06/07/2024
5-21-24 PS Contractor core drilled existing manhole A-1 per plans and installed A lok, with (1) stick of pipe out of manhole towards A-2, contractor breaking rock 5-22-24 PS Contractor breaking rock and excavating 5-23-24 PS Contractor set MH A-2 STA 0+33.27 5-28-24 PS Contractor excavating for sanitary, set line at manhole A-2 wye for future 6" service line at STA 0+38.00 P.M. Contractor placed sanitary line STA 0+80 5-29-24 PS Contractor set sanitary line to 1+40 5-30-24 PS Contractor set sanitary line to 1+80. PM Contractor set line to STA 2+60 5-31-24 PS Contractor set sanitary line to 2+80, breaking rock and excavating 6-3-24 PS Contractor breaking rock 6-4-24 PS Contractor laid sanitary line to 3+20 and currently breaking rock 6-5-24 PS Contractor laid sanitary line to 3+70 6-6-24 PS Contractor set manhole A-3 STA 3+86.94, connected sanitary line to manhole, 6" wye installed for service line at 3+86.94 P.M. contractor set inverts at A-2 and A-3 manholes, backfilling sanitary lines
Sanitary Sewer Construction Inspection Partial 6/11/2024 6/11/2024 06/11/2024
Misc
Informational
06/07/2024
5-21-24 PS Contractor core drilled existing manhole A-1 per plans and installed A lok, with (1) stick of pipe out of manhole towards A-2, contractor breaking rock 5-22-24 PS Contractor breaking rock and excavating 5-23-24 PS Contractor set MH A-2 STA 0+33.27 5-28-24 PS Contractor excavating for sanitary, set line at manhole A-2 wye for future 6" service line at STA 0+38.00 P.M. Contractor placed sanitary line STA 0+80 5-29-24 PS Contractor set sanitary line to 1+40 5-30-24 PS Contractor set sanitary line to 1+80. PM Contractor set line to STA 2+60 5-31-24 PS Contractor set sanitary line to 2+80, breaking rock and excavating 6-3-24 PS Contractor breaking rock 6-4-24 PS Contractor laid sanitary line to 3+20 and currently breaking rock 6-5-24 PS Contractor laid sanitary line to 3+70 6-6-24 PS Contractor set manhole A-3 STA 3+86.94, connected sanitary line to manhole, 6" wye installed for service line at 3+86.94 P.M. contractor set inverts at A-2 and A-3 manholes, backfilling sanitary lines 6-11-24 PS Contractor stacked out manholes and backfilled, wye with stub installed for service line, connection of sanitary line made to A-3 manhole
Storm Sewer Construction Inspection Partial 6/11/2024 6/11/2024 06/11/2024
Misc
Informational
06/07/2024
6-7-24 PS Contractor removing end section and headwall at existing end section STA 0+00, storm line A 6-11-24 PS Headwall end section removed at existing storm 0+00, contractor preparing site for install of junction box A-1
Storm Sewer Construction Inspection Partial 6/12/2024 6/12/2024 06/12/2024
Misc
Informational
06/11/2024
6-7-24 PS Contractor removing end section and headwall at existing end section STA 0+00, storm line A 6-11-24 PS Headwall end section removed at existing storm 0+00, contractor preparing site for install of junction box A-1 6-12-24 PS Contractor set junction box A-1
Storm Sewer Construction Inspection Partial 6/13/2024 6/13/2024 06/13/2024
Misc
Informational
06/12/2024
6-7-24 PS Contractor removing end section and headwall at existing end section STA 0+00, storm line A 6-11-24 PS Headwall end section removed at existing storm 0+00, contractor preparing site for install of junction box A-1 6-12-24 PS Contractor set junction box A-1 6-13-24 PS Contractor set junction box A-2 STA 0+78.94and set 60" HDPE from A-1 STA 0+00 to A-2 STA 0+78.94
Storm Sewer Construction Inspection Partial 6/14/2024 6/14/2024 06/14/2024
Misc
Informational
06/13/2024
6-7-24 PS Contractor removing end section and headwall at existing end section STA 0+00, storm line A 6-11-24 PS Headwall end section removed at existing storm 0+00, contractor preparing site for install of junction box A-1 6-12-24 PS Contractor set junction box A-1 6-13-24 PS Contractor set junction box A-2 STA 0+78.94and set 60" HDPE from A-1 STA 0+00 to A-2 STA 0+78.94 6-14-24 PS Contractor poured exterior collar and grouted existing box to A-1 junction box, excavating at 1+00
Storm Sewer Construction Inspection Partial 6/17/2024 6/17/2024 06/17/2024
Misc
Informational
06/14/2024
6-7-24 PS Contractor removing end section and headwall at existing end section STA 0+00, storm line A 6-11-24 PS Headwall end section removed at existing storm 0+00, contractor preparing site for install of junction box A-1 6-12-24 PS Contractor set junction box A-1 6-13-24 PS Contractor set junction box A-2 STA 0+78.94and set 60" HDPE from A-1 STA 0+00 to A-2 STA 0+78.94 6-14-24 PS Contractor poured exterior collar and grouted existing box to A-1 junction box, excavating at 1+00 6-17-24 PS Contractor set HDPE storm line from A-2 STA 0+78.94 to STA 1+80
Storm Sewer Construction Inspection Partial 6/17/2024 6/17/2024 06/17/2024
Misc
Informational
06/17/2024
6-7-24 PS Contractor removing end section and headwall at existing end section STA 0+00, storm line A 6-11-24 PS Headwall end section removed at existing storm 0+00, contractor preparing site for install of junction box A-1 6-12-24 PS Contractor set junction box A-1 6-13-24 PS Contractor set junction box A-2 STA 0+78.94and set 60" HDPE from A-1 STA 0+00 to A-2 STA 0+78.94 6-14-24 PS Contractor poured exterior collar and grouted existing box to A-1 junction box, excavating at 1+00 6-17-24 PS Contractor set HDPE storm line from A-2 STA 0+78.94 to STA 1+80. PM contractor set HDPE from 1+80 to 2+80
Storm Sewer Construction Inspection Partial 6/18/2024 6/18/2024 06/18/2024
Misc
Informational
06/17/2024
6-7-24 PS Contractor removing end section and headwall at existing end section STA 0+00, storm line A 6-11-24 PS Headwall end section removed at existing storm 0+00, contractor preparing site for install of junction box A-1 6-12-24 PS Contractor set junction box A-1 6-13-24 PS Contractor set junction box A-2 STA 0+78.94and set 60" HDPE from A-1 STA 0+00 to A-2 STA 0+78.94 6-14-24 PS Contractor poured exterior collar and grouted existing box to A-1 junction box, excavating at 1+00 6-17-24 PS Contractor set HDPE storm line from A-2 STA 0+78.94 to STA 1+80. PM contractor set HDPE from 1+80 to 2+80 6-18-24 PS Contractor set HDPE from 2+80 to A-4 junction box 3+38.59, pouring collar at A-2 junction 0+78.94
Storm Sewer Construction Inspection Partial 6/18/2024 6/18/2024 06/18/2024
Misc
Informational
06/18/2024
6-7-24 PS Contractor removing end section and headwall at existing end section STA 0+00, storm line A 6-11-24 PS Headwall end section removed at existing storm 0+00, contractor preparing site for install of junction box A-1 6-12-24 PS Contractor set junction box A-1 6-13-24 PS Contractor set junction box A-2 STA 0+78.94and set 60" HDPE from A-1 STA 0+00 to A-2 STA 0+78.94 6-14-24 PS Contractor poured exterior collar and grouted existing box to A-1 junction box, excavating at 1+00 6-17-24 PS Contractor set HDPE storm line from A-2 STA 0+78.94 to STA 1+80. PM contractor set HDPE from 1+80 to 2+80 6-18-24 PS Contractor set HDPE from 2+80 to A-4 junction box 3+38.59, pouring collar at A-2 junction 0+78.94. PM contractor poured inverts and set lids at boxes A-4 and A-1
Storm Sewer Construction Inspection Partial 6/19/2024 6/19/2024 06/19/2024
Misc
Informational
06/18/2024
6-7-24 PS Contractor removing end section and headwall at existing end section STA 0+00, storm line A 6-11-24 PS Headwall end section removed at existing storm 0+00, contractor preparing site for install of junction box A-1 6-12-24 PS Contractor set junction box A-1 6-13-24 PS Contractor set junction box A-2 STA 0+78.94and set 60" HDPE from A-1 STA 0+00 to A-2 STA 0+78.94 6-14-24 PS Contractor poured exterior collar and grouted existing box to A-1 junction box, excavating at 1+00 6-17-24 PS Contractor set HDPE storm line from A-2 STA 0+78.94 to STA 1+80. PM contractor set HDPE from 1+80 to 2+80 6-18-24 PS Contractor set HDPE from 2+80 to A-4 junction box 3+38.59, pouring collar at A-2 junction 0+78.94. PM contractor poured inverts and set lids at boxes A-4 and A-1 6-19-24 PS Contractor excavating for RCP install between existing storm box at arboridge to connect to junction A-2 0+78.94
Storm Sewer Construction Inspection Partial 6/19/2024 6/19/2024 06/19/2024
Misc
Informational
06/19/2024
6-7-24 PS Contractor removing end section and headwall at existing end section STA 0+00, storm line A 6-11-24 PS Headwall end section removed at existing storm 0+00, contractor preparing site for install of junction box A-1 6-12-24 PS Contractor set junction box A-1 6-13-24 PS Contractor set junction box A-2 STA 0+78.94and set 60" HDPE from A-1 STA 0+00 to A-2 STA 0+78.94 6-14-24 PS Contractor poured exterior collar and grouted existing box to A-1 junction box, excavating at 1+00 6-17-24 PS Contractor set HDPE storm line from A-2 STA 0+78.94 to STA 1+80. PM contractor set HDPE from 1+80 to 2+80 6-18-24 PS Contractor set HDPE from 2+80 to A-4 junction box 3+38.59, pouring collar at A-2 junction 0+78.94. PM contractor poured inverts and set lids at boxes A-4 and A-1 6-19-24 PS Contractor excavating for RCP install between existing storm box at arboridge to connect to junction A-2 0+78.94 PM contractor installing RCP at area listed above
Storm Sewer Construction Inspection Partial 6/20/2024 6/20/2024 06/20/2024
Misc
Informational
06/19/2024
6-7-24 PS Contractor removing end section and headwall at existing end section STA 0+00, storm line A 6-11-24 PS Headwall end section removed at existing storm 0+00, contractor preparing site for install of junction box A-1 6-12-24 PS Contractor set junction box A-1 6-13-24 PS Contractor set junction box A-2 STA 0+78.94and set 60" HDPE from A-1 STA 0+00 to A-2 STA 0+78.94 6-14-24 PS Contractor poured exterior collar and grouted existing box to A-1 junction box, excavating at 1+00 6-17-24 PS Contractor set HDPE storm line from A-2 STA 0+78.94 to STA 1+80. PM contractor set HDPE from 1+80 to 2+80 6-18-24 PS Contractor set HDPE from 2+80 to A-4 junction box 3+38.59, pouring collar at A-2 junction 0+78.94. PM contractor poured inverts and set lids at boxes A-4 and A-1 6-19-24 PS Contractor excavating for RCP install between existing storm box at arboridge to connect to junction A-2 0+78.94 PM contractor installing RCP at area listed above 6-20-24 PS Contractor completed both lines of RCP from existing box to A-2, collars poured at RCP at existing box and A-2 0+78.94
Storm Sewer Construction Inspection Partial 6/21/2024 6/21/2024 06/21/2024
Misc
Informational
06/20/2024
6-7-24 PS Contractor removing end section and headwall at existing end section STA 0+00, storm line A 6-11-24 PS Headwall end section removed at existing storm 0+00, contractor preparing site for install of junction box A-1 6-12-24 PS Contractor set junction box A-1 6-13-24 PS Contractor set junction box A-2 STA 0+78.94and set 60" HDPE from A-1 STA 0+00 to A-2 STA 0+78.94 6-14-24 PS Contractor poured exterior collar and grouted existing box to A-1 junction box, excavating at 1+00 6-17-24 PS Contractor set HDPE storm line from A-2 STA 0+78.94 to STA 1+80. PM contractor set HDPE from 1+80 to 2+80 6-18-24 PS Contractor set HDPE from 2+80 to A-4 junction box 3+38.59, pouring collar at A-2 junction 0+78.94. PM contractor poured inverts and set lids at boxes A-4 and A-1 6-19-24 PS Contractor excavating for RCP install between existing storm box at arboridge to connect to junction A-2 0+78.94 PM contractor installing RCP at area listed above 6-20-24 PS Contractor completed both lines of RCP from existing box to A-2, collars poured at RCP at existing box and A-2 0+78.94 6-21-24 PS Contractor removed curb inlet from arbordidge as box A-3 deleted from project per 5-14 revision. storm line B connected to A-4 junction, collar poured at A-4
Sanitary Sewer - Vacuum Partial 7/10/2024 7/10/2024 07/10/2024
Misc
Informational
07/10/2024
7-10-24 PS Inspected contractor perform vac test on sanitary manholes A-2 Failed A-3 Passed
Sanitary Sewer - Air Test Partial 7/10/2024 7/10/2024 07/10/2024
Misc
Informational
07/10/2024
7-10-24 PS Inspected contractor perform air test on sanitary lines A-1 to A-2 Passed A-2 to A-3 Passed
Sanitary Sewer - Air Test Passed 7/10/2024 7/10/2024 07/10/2024
Misc
Informational
07/10/2024
7-10-24 PS Inspected contractor perform air test on sanitary lines A-1 to A-2 Passed A-2 to A-3 Passed
Sanitary Sewer - Mandrel Passed 7/10/2024 7/10/2024 07/10/2024
Misc
Informational
07/10/2024
7-10-24 PS Inspected contractor pull mandrel on sanitary lines A-1 to A-2 Passed A-2 to A-3 Passed
Sanitary - Material Verification Passed 7/10/2024 7/10/2024 07/10/2024
Sanitary Sewer - Vacuum Passed 7/10/2024 7/10/2024 07/10/2024
Misc
Informational
07/10/2024
7-10-24 PS Inspected contractor perform vac test on sanitary manholes A-2 Passed A-3 Passed
Storm Sewer Construction Inspection Partial 7/11/2024 7/11/2024 07/11/2024
Misc
Informational
06/21/2024
6-7-24 PS Contractor removing end section and headwall at existing end section STA 0+00, storm line A 6-11-24 PS Headwall end section removed at existing storm 0+00, contractor preparing site for install of junction box A-1 6-12-24 PS Contractor set junction box A-1 6-13-24 PS Contractor set junction box A-2 STA 0+78.94and set 60" HDPE from A-1 STA 0+00 to A-2 STA 0+78.94 6-14-24 PS Contractor poured exterior collar and grouted existing box to A-1 junction box, excavating at 1+00 6-17-24 PS Contractor set HDPE storm line from A-2 STA 0+78.94 to STA 1+80. PM contractor set HDPE from 1+80 to 2+80 6-18-24 PS Contractor set HDPE from 2+80 to A-4 junction box 3+38.59, pouring collar at A-2 junction 0+78.94. PM contractor poured inverts and set lids at boxes A-4 and A-1 6-19-24 PS Contractor excavating for RCP install between existing storm box at arboridge to connect to junction A-2 0+78.94 PM contractor installing RCP at area listed above 6-20-24 PS Contractor completed both lines of RCP from existing box to A-2, collars poured at RCP at existing box and A-2 0+78.94 6-21-24 PS Contractor removed curb inlet from arbordidge as box A-3 deleted from project per 5-14 revision. storm line B connected to A-4 junction, collar poured at A-4 7-11-24 PS Contractor demo existing storm box at arboridge, excavating for install of curb inlet B-1, line B, STA 0+58.68 at road widening
Pavement-Surface Partial 7/12/2024 7/12/2024 07/12/2024
Misc
Informational
07/12/2024
7-12-24 PS Contractor poured pavement surface and curbs on west side of arboridge in front of approach and where curb inlet A-3 was removed from project
Water Line - Construction Inspection Partial 7/12/2024 7/12/2024 07/12/2024
Misc
Informational
07/12/2024
7-12-24 PS hydrant #056-065 relocated per plans for arboridge dr road widening
Grading/Excavation/Fill Inspection Partial 7/15/2024 7/15/2024 07/15/2024
Misc
Informational
07/15/2024
7-15-24 PS Bair excavating and grading for Arboridge dr road widening
Water Line - Construction Inspection Partial 7/15/2024 7/15/2024 07/15/2024
Misc
Informational
07/12/2024
7-12-24 PS hydrant #056-065 relocated per plans for arboridge dr road widening 7-15-24 PS Contractor poured concrete kicker and thrust block at tee and hydrant 056-065
Grading/Excavation/Fill Inspection Partial 7/16/2024 7/16/2024 07/16/2024
Misc
Informational
07/15/2024
7-15-24 PS Bair excavating and grading for Arboridge dr road widening 7-16-24 PS Bair excavating and grading for Arboridge dr road widening
Pavement-Aggregate Base Partial 7/16/2024 7/16/2024 07/16/2024
Misc
Informational
07/16/2024
7-16-24 PS Bair placed geogrid and is placing base aggregate and compacting at Arboridge Dr lane widening
Water Line - Construction Inspection Passed 7/17/2024 7/17/2024 07/17/2024
Misc
Informational
07/15/2024
7-12-24 PS hydrant #056-065 relocated per plans for arboridge dr road widening 7-15-24 PS Contractor poured concrete kicker and thrust block at tee and hydrant 056-065 7-17-24 PS Contractor backfilled
Pavement-Proof Roll Partial 7/17/2024 7/17/2024 07/17/2024
Misc
Informational
07/17/2024
7-17-24 PS Bair performed proof roll on base road widening of arboridge dr. This included proof roll for curbs as well to match monolithic existing. Passed for surface
Storm Sewer Construction Inspection Partial 7/18/2024 7/18/2024 07/18/2024
Misc
Informational
07/11/2024
6-7-24 PS Contractor removing end section and headwall at existing end section STA 0+00, storm line A 6-11-24 PS Headwall end section removed at existing storm 0+00, contractor preparing site for install of junction box A-1 6-12-24 PS Contractor set junction box A-1 6-13-24 PS Contractor set junction box A-2 STA 0+78.94and set 60" HDPE from A-1 STA 0+00 to A-2 STA 0+78.94 6-14-24 PS Contractor poured exterior collar and grouted existing box to A-1 junction box, excavating at 1+00 6-17-24 PS Contractor set HDPE storm line from A-2 STA 0+78.94 to STA 1+80. PM contractor set HDPE from 1+80 to 2+80 6-18-24 PS Contractor set HDPE from 2+80 to A-4 junction box 3+38.59, pouring collar at A-2 junction 0+78.94. PM contractor poured inverts and set lids at boxes A-4 and A-1 6-19-24 PS Contractor excavating for RCP install between existing storm box at arboridge to connect to junction A-2 0+78.94 PM contractor installing RCP at area listed above 6-20-24 PS Contractor completed both lines of RCP from existing box to A-2, collars poured at RCP at existing box and A-2 0+78.94 6-21-24 PS Contractor removed curb inlet from arbordidge as box A-3 deleted from project per 5-14 revision. storm line B connected to A-4 junction, collar poured at A-4 7-11-24 PS Contractor demo existing storm box at arboridge, excavating for install of curb inlet B-1, line B, STA 0+58.68 at road widening 7-18-24 PS Bair poured invert at junction box A-2
Pavement-Surface Partial 7/18/2024 7/18/2024 07/18/2024
Misc
Informational
07/12/2024
7-12-24 PS Contractor poured pavement surface and curbs on west side of arboridge in front of approach and where curb inlet A-3 was removed from project 7-18-24 PS Contractor setting forms and dowels in existing concrete for councrete pour tomorrow 7/19/24
Pavement-Proof Roll Passed 7/19/2024 7/19/2024 07/19/2024
Misc
Informational
07/17/2024
7-17-24 PS Bair performed proof roll on base road widening of arboridge dr. This included proof roll for curbs as well to match monolithic existing. Passed for surface
Pavement-Aggregate Base Passed 7/19/2024 7/19/2024 07/19/2024
Pavement-Surface Partial 7/19/2024 7/19/2024 07/19/2024
Misc
Informational
07/18/2024
7-12-24 PS Contractor poured pavement surface and curbs on west side of arboridge in front of approach and where curb inlet A-3 was removed from project 7-18-24 PS Contractor setting forms and dowels in existing concrete for concrete pour tomorrow 7-19-24 PS Contractor poured concrete at arboridge dr lane widening surface and curbs (monolithic pour to match existing), dowels and mats installed
Pavement-Curb Construction Partial 7/19/2024 7/19/2024 07/19/2024
Misc
Informational
07/19/2024
7-19-24 PS Contractor poured concrete at arboridge dr lane widening surface and curbs (monolithic pour to match existing), dowels and mats installed
Storm Sewer Construction Inspection Passed 8/9/2024 8/9/2024 08/09/2024
Misc
Informational
07/18/2024
6-7-24 PS Contractor removing end section and headwall at existing end section STA 0+00, storm line A 6-11-24 PS Headwall end section removed at existing storm 0+00, contractor preparing site for install of junction box A-1 6-12-24 PS Contractor set junction box A-1 6-13-24 PS Contractor set junction box A-2 STA 0+78.94and set 60" HDPE from A-1 STA 0+00 to A-2 STA 0+78.94 6-14-24 PS Contractor poured exterior collar and grouted existing box to A-1 junction box, excavating at 1+00 6-17-24 PS Contractor set HDPE storm line from A-2 STA 0+78.94 to STA 1+80. PM contractor set HDPE from 1+80 to 2+80 6-18-24 PS Contractor set HDPE from 2+80 to A-4 junction box 3+38.59, pouring collar at A-2 junction 0+78.94. PM contractor poured inverts and set lids at boxes A-4 and A-1 6-19-24 PS Contractor excavating for RCP install between existing storm box at arboridge to connect to junction A-2 0+78.94 PM contractor installing RCP at area listed above 6-20-24 PS Contractor completed both lines of RCP from existing box to A-2, collars poured at RCP at existing box and A-2 0+78.94 6-21-24 PS Contractor removed curb inlet from arbordidge as box A-3 deleted from project per 5-14 revision. storm line B connected to A-4 junction, collar poured at A-4 7-11-24 PS Contractor demo existing storm box at arboridge, excavating for install of curb inlet B-1, line B, STA 0+58.68 at road widening 7-18-24 PS Bair poured invert at junction box A-2
Grading/Excavation/Fill Inspection Passed 8/9/2024 8/9/2024 08/09/2024
Misc
Informational
07/16/2024
7-15-24 PS Bair excavating and grading for Arboridge dr road widening 7-16-24 PS Bair excavating and grading for Arboridge dr road widening
Pavement-Surface Partial 8/15/2024 8/15/2024 08/15/2024
Misc
Informational
07/19/2024
7-12-24 PS Contractor poured pavement surface and curbs on west side of arboridge in front of approach and where curb inlet A-3 was removed from project 7-18-24 PS Contractor setting forms and dowels in existing concrete for concrete pour tomorrow 7-19-24 PS Contractor poured concrete at arboridge dr lane widening surface and curbs (monolithic pour to match existing), dowels and mats installed 8-15-24 PS Contractor removed cracked concrete section on south side of approach on arboridge joint to joint, dowels installed into existing concrete and base aggregate compacted prior to pour
Sanitary Sewer Construction Inspection Passed 8/28/2024 8/28/2024 08/28/2024
Misc
Informational
06/11/2024
5-21-24 PS Contractor core drilled existing manhole A-1 per plans and installed A lok, with (1) stick of pipe out of manhole towards A-2, contractor breaking rock 5-22-24 PS Contractor breaking rock and excavating 5-23-24 PS Contractor set MH A-2 STA 0+33.27 5-28-24 PS Contractor excavating for sanitary, set line at manhole A-2 wye for future 6" service line at STA 0+38.00 P.M. Contractor placed sanitary line STA 0+80 5-29-24 PS Contractor set sanitary line to 1+40 5-30-24 PS Contractor set sanitary line to 1+80. PM Contractor set line to STA 2+60 5-31-24 PS Contractor set sanitary line to 2+80, breaking rock and excavating 6-3-24 PS Contractor breaking rock 6-4-24 PS Contractor laid sanitary line to 3+20 and currently breaking rock 6-5-24 PS Contractor laid sanitary line to 3+70 6-6-24 PS Contractor set manhole A-3 STA 3+86.94, connected sanitary line to manhole, 6" wye installed for service line at 3+86.94 P.M. contractor set inverts at A-2 and A-3 manholes, backfilling sanitary lines 6-11-24 PS Contractor stacked out manholes and backfilled, wye with stub installed for service line, connection of sanitary line made to A-3 manhole
Sanitary Sewer - Vacuum Passed 8/28/2024 8/28/2024 08/28/2024
Pavement-Curb Construction Passed 8/28/2024 8/28/2024 08/28/2024
Misc
Informational
07/19/2024
7-19-24 PS Contractor poured concrete at arboridge dr lane widening surface and curbs (monolithic pour to match existing), dowels and mats installed
Pavement-Surface Passed 8/28/2024 8/28/2024 08/28/2024
Misc
Informational
08/15/2024
7-12-24 PS Contractor poured pavement surface and curbs on west side of arboridge in front of approach and where curb inlet A-3 was removed from project 7-18-24 PS Contractor setting forms and dowels in existing concrete for concrete pour tomorrow 7-19-24 PS Contractor poured concrete at arboridge dr lane widening surface and curbs (monolithic pour to match existing), dowels and mats installed 8-15-24 PS Contractor removed cracked concrete section on south side of approach on arboridge joint to joint, dowels installed into existing concrete and base aggregate compacted prior to pour
Sanitary Sewer - Air Test Passed 8/28/2024 8/28/2024 08/28/2024
Sanitary Sewer - Mandrel Passed 8/28/2024 8/28/2024 08/28/2024
Documents & Images
Date Uploaded File Type Document Name
09/05/2023 Plans ARBORIDGE DR PUBLIC 9-5-23
09/07/2023 Plans ARBORIDGE M HWY 150 PLANS 9-7-23
10/04/2023 Plans ARBORIDGE DR PUBLIC 10-4-23
10/04/2023 Letter Responses to Arboridge Drive Comments
10/09/2023 Plans 2023_10_04 Arboridge Signal Plans
10/19/2023 Plans ARBORIDGE DR PUBLIC 10-18-23
10/19/2023 Letter Responses to plan review comments related to Arboridge Drive improvements
10/19/2023 Engineers Estimate Arboridge Drive Cost Estimate 10-18-23
10/26/2023 Plans ARBOR WALK WEST SANITARY 10-26-23
11/03/2023 Plans ARBORIDGE DR PUBLIC 11-3-23
11/13/2023 Plans ARBOR WALK WEST SANITARY 11-13-23
11/13/2023 Engineers Estimate Arboridge Dr Public Sanitary Cost Estimate 11-14-23
11/27/2023 Approved Plans Approved FDP_11272023_Learning Experience_Arborwalk West
11/27/2023 Approved Plans Approved_Arborwalk West_Public Sanitary_11272023
11/27/2023 Approved Plans Approved_Arborwalk West_Public Street and Storm_11272023
11/27/2023 Letter SUBD Comment Letter
12/16/2023 Letter Arboridge Dr ROW Dedication
12/18/2023 Letter SUBD Comment Letter
01/08/2024 Plans 2024_01_08 Arboridge Signal Plans
01/23/2024 Letter SUBD Comment Letter
02/07/2024 Plans ARBORIDGE DR PUBLIC 2-7-24
02/16/2024 Letter 150 & Arborridge signal plans approvalMemo
02/16/2024 Plans 2024_02_13 Arboridge Signal Plans
02/20/2024 Email Comment Letter_02202024.pdf
04/02/2024 Letter Arboridge Dr Additional ROW Dedication (002)
04/05/2024 Letter SUBD Comment Letter
04/19/2024 Recorded Document LW ROW easement recorded 04-17-24
04/23/2024 Approved Plans Approved_Arborwalk West_Arboridge Signal Plans_04232024
05/15/2024 Plans ARBORIDGE DR PUBLIC 5-15-24
05/16/2024 Approved Plans Approved ARBORIDGE DR PUBLIC 5-15-24 Sheet 7 Revision
05/21/2024 Receipt Receipt for transaction:2024-003713
05/21/2024 Letter DE-Permit
05/21/2024 Letter INSPECTION SUMMARY
05/22/2024 Letter INSPECTION SUMMARY
05/23/2024 Letter INSPECTION SUMMARY
05/28/2024 Letter INSPECTION SUMMARY
05/28/2024 Letter INSPECTION SUMMARY
05/29/2024 Letter INSPECTION SUMMARY
05/30/2024 Letter INSPECTION SUMMARY
05/30/2024 Letter INSPECTION SUMMARY
05/31/2024 Letter INSPECTION SUMMARY
06/03/2024 Letter INSPECTION SUMMARY
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06/07/2024 Letter INSPECTION SUMMARY
06/07/2024 Letter INSPECTION SUMMARY
06/07/2024 Letter INSPECTION SUMMARY
06/11/2024 Letter INSPECTION SUMMARY
06/11/2024 Letter INSPECTION SUMMARY
06/12/2024 Letter INSPECTION SUMMARY
06/13/2024 Letter INSPECTION SUMMARY
06/14/2024 Letter INSPECTION SUMMARY
06/17/2024 Letter INSPECTION SUMMARY
06/17/2024 Letter INSPECTION SUMMARY
06/18/2024 Letter INSPECTION SUMMARY
06/18/2024 Letter INSPECTION SUMMARY
06/19/2024 Letter INSPECTION SUMMARY
06/19/2024 Letter INSPECTION SUMMARY
06/20/2024 Letter INSPECTION SUMMARY
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07/10/2024 Letter INSPECTION SUMMARY
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07/10/2024 Letter INSPECTION SUMMARY
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07/15/2024 Letter INSPECTION SUMMARY
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07/16/2024 Letter INSPECTION SUMMARY
07/16/2024 Letter INSPECTION SUMMARY
07/17/2024 Letter INSPECTION SUMMARY
07/17/2024 Letter INSPECTION SUMMARY
07/17/2024 IMG_0132
07/18/2024 Letter INSPECTION SUMMARY
07/18/2024 Letter INSPECTION SUMMARY
07/19/2024 Letter INSPECTION SUMMARY
07/19/2024 Letter INSPECTION SUMMARY
08/09/2024 Letter INSPECTION SUMMARY
08/09/2024 Letter INSPECTION SUMMARY
08/15/2024 Letter INSPECTION SUMMARY
08/15/2024 Letter MoDOT Approval Memo_8.15.2024
08/16/2024 Engineer Report/Study Traffic Study Memo_Revised_Approved_08162024
08/16/2024 Letter MoDOT Approval Memo_Revised_08162024
08/19/2024 Letter DE-Certificate of Substantial Completion Single Lot
08/19/2024 Letter DE-Punch List
08/28/2024 Letter INSPECTION SUMMARY
08/28/2024 Letter INSPECTION SUMMARY
08/28/2024 Letter INSPECTION SUMMARY
08/28/2024 Letter INSPECTION SUMMARY
08/28/2024 Letter INSPECTION SUMMARY
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