Permit Application Status

PRSUBD20244689


In order to schedule inspections, you need to be signed in.

 / 

Note: You can collapse and expand individual sections by clicking the header of the section you wish to collapse/expand.

Summary


PRSUBD20244689
Public Infrastructure
In Plan Review
LSMO TUDOR APARTMENTS LLC
DEVELOPMENT COMPLETE
PUBLIC WATER MAIN EXTENSION ALONG NW COMMERCE DR AND NW TUDOR RD, PUBLIC SEWER MAIN EXTENSION THROUGH THE SITE TO SERVE ADJACENT PROPERTIES ALONG NE DOUGLAS ST.
09/04/2024
Locations
Contacts
LSMO TUDOR APARTMENTS LLC, Address:10 W CARMEL DR STE 200  
Tom Vernizzi, Address:10 W Carmel Dr  
Giles Michael Patarino, Address:10 W Carmel Dr  
Chad Porter, Address:8653 Penrose Lane, Phone:(913) 317-9500  
Mitchell Slutter, Address:400 E. 17th St., Phone:(816) 800-0950  
Reviews
Review Type Outcome Est. Completion Date Completed
Engineering Review - Water No Comments 04/01/2025 03/31/2025
Sue Pyles, P.E.
Engineering Review - Water Corrections 03/07/2025 03/10/2025
Sue Pyles, P.E.
Miscellaneous Correction
Corrective Action Required
03/10/2025

Please remove the proposed stub, the City does not allow. Provide a cap.
Engineering Review - Sanitary No Comments 03/03/2025 02/28/2025
Sue Pyles, P.E.
Miscellaneous Correction
Partial Correction
02/11/2025

General: • Submit an Engineer's Estimate of Probable Construction Costs. • Submit the SWPPP and a copy of the MDNR Land Disturbance Permit. • Show and label all easements and right-of-way throughout the plan set. • Please see previously sent comments with the FDP review. The notes and clarity comments also pertain to this plan set. **Please submit estimate.
Miscellaneous Correction
Resolved
02/27/2025

Sheet 5: • The City’s compacted fill requirement extends to 18” above the top of pipe. It’s fine to require more than the City does, just wanted you to be aware. • The following MHs do not meet the minimum drop requirement thru structures as shown in Design and Construction Manual Section 6501.D.2.g.: Ex MH “A1”, A4, A5, and A6. Please revise. • Revise to show the sewer end at MH A7. **MH A6 has a 0.2’ drop which does not meet the required 0.5’ drop. Please revise. Ex MH 23-184 has a 0.04’ drop which does not meet the required 0.5’ drop. Please revise.
Miscellaneous Correction
Resolved
02/27/2025

Sheet 12: Only include standard details applicable to this project. **This is now Sheet 11. Please remove non-applicable details.
Miscellaneous Correction
Resolved
02/27/2025

Show and label the water line crossing between Ex MH 23-184 and MH A2 in Profile view.
Miscellaneous Correction
Resolved
02/27/2025

The labels along the top of the Profile view are cut off. Please adjust for clarity.
Daniel Fernandez 02/14/2025 2:09 PM Sanitary review not required at this time since applicant has only resubmitted revised water plans, revised sanitary plans to follow
Engineering Review - Water Corrections 02/26/2025 02/27/2025
Sue Pyles, P.E.
Miscellaneous Correction
Partial Correction
02/11/2025

General: • Submit an Engineer's Estimate of Probable Construction Costs. • Submit the SWPPP and a copy of the MDNR Land Disturbance Permit. • Show and label all easements and right-of-way throughout the plan set. • Please see previously sent comments with the FDP review. The notes and clarity comments also pertain to this plan set. **Submit estimate. ***Estimate submitted. Will be reviewed when plans are finalized.
Miscellaneous Correction
Resolved
02/27/2025

Sheets 10-12: Only include standard details applicable to this project. **It appears that none of the standard details on Sheet 9 are used on this project. Please remove.
Miscellaneous Correction
Resolved
02/27/2025

Please dimension all separations less than 3’ in Profile view.
Miscellaneous Correction
Resolved
02/27/2025

There is a “3.5’ Min” label at Sta. 12+00, but the depth shown for the section approximately 12+50-12+75 appears to be less. Please verify and revise if necessary.
Miscellaneous Correction
Resolved
03/10/2025

Water Utilities has reviewed this plan and provided a mark-up for required revisions. This is saved as "Water Rev1 Markup" in the Documents & Images section. **Additional comments: • Do not install valves on either side of the hydrant tees. • Do not install a valve on the north side of the tee at Sta. 8+41.03. • Can the hydrant installed at Sta. 7+77.90 be installed on the west side of Commerce or on the Tudor Road portion of the water main to avoid crossing the road with a hydrant?
Engineering Review - Sanitary Corrections 01/28/2025 01/29/2025
Sue Pyles, P.E.
Miscellaneous Correction
Partial Correction
01/29/2025

General: • Submit an Engineer's Estimate of Probable Construction Costs. • Submit the SWPPP and a copy of the MDNR Land Disturbance Permit. • Show and label all easements and right-of-way throughout the plan set. • Please see previously sent comments with the FDP review. The notes and clarity comments also pertain to this plan set. **Please submit estimate.
Miscellaneous Correction
Resolved
01/29/2025

Sheet 3: • Please label existing sanitary sewer MHs on this sheet and throughout the plan set as follows: Ex. MH A1 is MH 23-184, Ex. MH B1 is MH 23-183, and proposed MH B2 is MH 23-182. • It appears that the proposed MH B2 is actually an existing MH. Please revise accordingly on this sheet and throughout the plan set. • The public sanitary sewer will terminate at proposed MH A7. Beyond that will be private. Please revise accordingly on this sheet and throughout the plan set.
Miscellaneous Correction
Partial Correction
01/29/2025

Sheet 5: • The City’s compacted fill requirement extends to 18” above the top of pipe. It’s fine to require more than the City does, just wanted you to be aware. • The following MHs do not meet the minimum drop requirement thru structures as shown in Design and Construction Manual Section 6501.D.2.g.: Ex MH “A1”, A4, A5, and A6. Please revise. • Revise to show the sewer end at MH A7. **MH A6 has a 0.2’ drop which does not meet the required 0.5’ drop. Please revise. Ex MH 23-184 has a 0.04’ drop which does not meet the required 0.5’ drop. Please revise.
Miscellaneous Correction
Resolved
01/29/2025

Sheet 6: Proposed MH B2 is existing. Revise accordingly.
Miscellaneous Correction
Resolved
01/29/2025

Sheet 7: The City requires service line connections to be made with a wye fitting, not with a tee or MH connection. Please show installation of these wyes in this plan set.
Miscellaneous Correction
Corrective Action Required
01/29/2025

Sheet 12: Only include standard details applicable to this project. **This is now Sheet 11. Please remove non-applicable details.
Miscellaneous Correction
Corrective Action Required
01/29/2025

Show and label the water line crossing between Ex MH 23-184 and MH A2 in Profile view.
Miscellaneous Correction
Corrective Action Required
01/29/2025

The labels along the top of the Profile view are cut off. Please adjust for clarity.
Engineering Review - Water Corrections 01/28/2025 01/29/2025
Sue Pyles, P.E.
Miscellaneous Correction
Partial Correction
01/29/2025

General: • Submit an Engineer's Estimate of Probable Construction Costs. • Submit the SWPPP and a copy of the MDNR Land Disturbance Permit. • Show and label all easements and right-of-way throughout the plan set. • Please see previously sent comments with the FDP review. The notes and clarity comments also pertain to this plan set. **Submit estimate.
Miscellaneous Correction
Resolved
01/29/2025

Sheet 3: The existing water lines in the Commerce & Main intersection area are not shown correctly. A drawing showing the existing lines will be sent under separate cover. Please revise this sheet and throughout the plan set.
Miscellaneous Correction
Resolved
01/29/2025

Sheet 4: • Show and label the existing 20” water main along NW Main St. in Plan view. • Label the street names on this sheet and throughout the plan set. • Label the horizontal bend near Sta. 6+00 in Plan view. • The City’s compacted fill requirement extends to 18” above the top of pipe. It’s fine to require more than the City does, just wanted you to be aware. • The private water line connecting to the proposed tee at Sta. 12+07.96 is shown as a 10” line here and an 8” in the FDP plan set. Please reconcile. • Label existing and profile grade in Profile view. • The Profile view stops short of the end. Please extend. • Please include the sanitary crossing near Sta. 8+00 and the storm crossing near Sta. 5+50 in Profile view. • Please revise the C900 length in Profile view. • Please use 1-degree joint deflections to reduce the cover depth where over maximum allowed.
Miscellaneous Correction
Resolved
01/29/2025

Sheets 5-6: A traffic control plan is not required in this plan set. The traffic control plan will be submitted to Public Works with the Right-of-Way Permit application.
Miscellaneous Correction
Partial Correction
01/29/2025

Sheets 10-12: Only include standard details applicable to this project. **It appears that none of the standard details on Sheet 9 are used on this project. Please remove.
Miscellaneous Correction
Corrective Action Required
01/29/2025

Please dimension all separations less than 3’ in Profile view.
Miscellaneous Correction
Corrective Action Required
01/29/2025

There is a “3.5’ Min” label at Sta. 12+00, but the depth shown for the section approximately 12+50-12+75 appears to be less. Please verify and revise if necessary.
Miscellaneous Correction
Corrective Action Required
01/29/2025

Water Utilities has reviewed this plan and provided a mark-up for required revisions. This is saved as "Water Rev1 Markup" in the Documents & Images section.
Engineering Review - Sanitary Corrections 09/19/2024 09/19/2024
Sue Pyles, P.E.
Miscellaneous Correction
Corrective Action Required
09/19/2024

General: • Submit an Engineer's Estimate of Probable Construction Costs. • Submit the SWPPP and a copy of the MDNR Land Disturbance Permit. • Show and label all easements and right-of-way throughout the plan set. • Please see previously sent comments with the FDP review. The notes and clarity comments also pertain to this plan set.
Miscellaneous Correction
Corrective Action Required
09/19/2024

Sheet 3: • Please label existing sanitary sewer MHs on this sheet and throughout the plan set as follows: Ex. MH A1 is MH 23-184, Ex. MH B1 is MH 23-183, and proposed MH B2 is MH 23-182. • It appears that the proposed MH B2 is actually an existing MH. Please revise accordingly on this sheet and throughout the plan set. • The public sanitary sewer will terminate at proposed MH A7. Beyond that will be private. Please revise accordingly on this sheet and throughout the plan set.
Miscellaneous Correction
Corrective Action Required
09/19/2024

Sheet 5: • The City’s compacted fill requirement extends to 18” above the top of pipe. It’s fine to require more than the City does, just wanted you to be aware. • The following MHs do not meet the minimum drop requirement thru structures as shown in Design and Construction Manual Section 6501.D.2.g.: Ex MH “A1”, A4, A5, and A6. Please revise. • Revise to show the sewer end at MH A7.
Miscellaneous Correction
Corrective Action Required
09/19/2024

Sheet 6: Proposed MH B2 is existing. Revise accordingly.
Miscellaneous Correction
Corrective Action Required
09/19/2024

Sheet 7: The City requires service line connections to be made with a wye fitting, not with a tee or MH connection. Please show installation of these wyes in this plan set.
Miscellaneous Correction
Corrective Action Required
09/19/2024

Sheet 12: Only include standard details applicable to this project.
Engineering Review - Water Corrections 09/19/2024 09/19/2024
Sue Pyles, P.E.
Miscellaneous Correction
Corrective Action Required
09/19/2024

General: • Submit an Engineer's Estimate of Probable Construction Costs. • Submit the SWPPP and a copy of the MDNR Land Disturbance Permit. • Show and label all easements and right-of-way throughout the plan set. • Please see previously sent comments with the FDP review. The notes and clarity comments also pertain to this plan set.
Miscellaneous Correction
Corrective Action Required
09/19/2024

Sheet 3: The existing water lines in the Commerce & Main intersection area are not shown correctly. A drawing showing the existing lines will be sent under separate cover. Please revise this sheet and throughout the plan set.
Miscellaneous Correction
Corrective Action Required
09/19/2024

Sheet 4: • Show and label the existing 20” water main along NW Main St. in Plan view. • Label the street names on this sheet and throughout the plan set. • Label the horizontal bend near Sta. 6+00 in Plan view. • The City’s compacted fill requirement extends to 18” above the top of pipe. It’s fine to require more than the City does, just wanted you to be aware. • The private water line connecting to the proposed tee at Sta. 12+07.96 is shown as a 10” line here and an 8” in the FDP plan set. Please reconcile. • Label existing and profile grade in Profile view. • The Profile view stops short of the end. Please extend. • Please include the sanitary crossing near Sta. 8+00 and the storm crossing near Sta. 5+50 in Profile view. • Please revise the C900 length in Profile view. • Please use 1-degree joint deflections to reduce the cover depth where over maximum allowed.
Miscellaneous Correction
Corrective Action Required
09/19/2024

Sheets 5-6: A traffic control plan is not required in this plan set. The traffic control plan will be submitted to Public Works with the Right-of-Way Permit application.
Miscellaneous Correction
Corrective Action Required
09/19/2024

Sheets 10-12: Only include standard details applicable to this project.
Traffic Review - Streetlight No Comments 09/19/2024 09/17/2024
Erin Ralovo
Traffic Review - Streets No Comments 09/19/2024 09/17/2024
Erin Ralovo
Fees
Paid Fees Amount Paid Owing Date Paid
None $0.00 $0.00 $0.00
Outstanding Fees Amount Paid Owing Date Paid
91100C8-Sanitary Sewer Insp Fees $5,185.05 $0.00 $5,185.05 Not Paid
91100C9-Water Insp Fee $7,665.63 $0.00 $7,665.63 Not Paid
Totals: $12,850.68 $0.00 $12,850.68


$12,850.68    Add Fees to My Cart
Inspections
Inspection Outcome Requested Scheduled Date Inspected
Site Visit Pending
Misc
Informational
02/25/2025
1/31/25 Friday JMJ Contractor were clearing the project of trees and shrubs. 02/07/25 Friday JMJ Grading & clearing of project site earlier in the week, No related work for approximate 3 days of this week. 02/25/25 Tuesday JMJ Contractor continued with grading and clearing when weather permitted. Last week there was a snow storm. Contractor has closed a portion of Main Street West of project with a permit.
Erosion Control Inspection Pending
Misc
Informational
04/28/2025
1/31/25 Friday JMJ Erosion control silt fencing was installed last week around perimeter.
Misc
Corrective Action Required
04/28/2025
03/04/25 JMJ Straw waddles need to be installed as per Lee's Summit specification. The storm box on the down hill side of project has no straw waddle protection. 03/06/25 JMJ (Supervisor Shawn Bartholomew/ Cityscape) Contractor will have all straw waddles for storm boxes onsite will be installed by tomorrow as per Lee's Summit specification. 03/12/25 Wednesday JMJ (Supervisor Shawn Bartholomew/ Cityscape) Contractor completed the installation of all straw waddles on project site. Verified 03/12/25 JMJ 03/18/25 Tuesday JMJ (Supervisor Shawn Bartholomew/ CityScape) Contractor called me around 9:15AM to inform that they having issue securing a meter from the LS Water Department. Due to the high winds dust is blown across job site at and unacceptable rate. The LS summit Police Department called City Hall to 10:35AM complaining about the dust coming from work site. I shut the job site down until they were able to secure water for their Water truck to spray down site for dust control. Contractor was able to obtain water, and began spraying site around 12:30PM. 04/28/25 Monday JMJ (Supervisor Shawn Bartholomew/ CityScape) Erosion control appears to be functional.
Sanitary Sewer Construction Inspection Pending
Misc
Informational
04/29/2025
04/10/25 Thursday JMJ (CP Const. Jim McLure) Building #5, Approximately 70' of 6" SDR-26 with (2) 8"x6" wye and 6"x4" cleanout from existing sanitary sewer MH-1A. 04/17/25 Thursday JMJ (CP Const. Jim McLure) Contractor cored into existing MH and installed 200LF of line & set MH #2 on 04/18/25 Friday they installed 44LF of pipe and set MH #3. 04/22/25 Tuesday JMJ (CP Const. Jim McLure) Contractor installed sanitary main from MH#3 up to where new MH #4 is to be installed. 04/23/25 Wednesday JMJ (CP Const. Jim McLure) Contractor installed MH#4 04/24/25 Thursday JMJ (CP Const. Jim McLure) Contractor installed approximately 300ft and MH A5. 04/25/25 Friday JMJ (CP Const. Kameron) Contractor was installing sanitary main as per project. Installed approximately 70' of 8" SDR-26 out of MH A6. 04/29/25 Tuesday JMJ (CP Const. Kameron) Contractor installed 103' of 8" SDR-26, and two wyes on Monday 04/28/25. Contractor installed 325' of 8" SDR-26 MH A7 & A8, sanitary line changed from public to private after MH A7.
Storm Sewer Construction Inspection Pending
Misc
Informational
04/29/2025
04/10/25 Thursday JMJ (CP Construction) Contractor began to install 30" HDPE storm pipe from Sta 0+00 Storm line #1 with flared section. 04/11/25 Friday JMJ (CP Construction) Yesterday End flume to 1B storm box was installed 04/10/25. 1B to 1C Storm line 1, 1C to 1D, 1D to 3A, & 1B to 9A as pre project plans. Contractor continued construction after inspector left for the day around 4:00PM. 04/14/25 Monday JMJ (CP Construction) Contractor continued working on line #1. Storm Line # 3 Contractor installed approximately 75' of 18" HDPE storm pipe, curb inlet 3A, 77' of of 15" HDPE storm pipe, curb inlet 3B, 56' of 15" HDPE storm pipe, & curb inlet 3C. 04/15/25 Tuesday JMJ (CP Construction) Contractor continued on storm line #1, storm box 1E, 1F and 1G, 157' of 30" HDPE and 157' of 24" HDPE storm line. 04/16/25 Wednesday JMJ (CP Excavating) Contractor installed 18" HDPE storm pipe after storm drain basin 1G to storm box 1H approximately 192'. 04/18/25 Friday JMJ (CP Excavating) Contractor installed approximately 120' of 15" HDPE storm line from storm inlet 1H to 1L. 04/23/25 Wednesday JMJ (CP Excavating, Kameron) Contractor finished line one 1L to 1J storm pipe.
Misc
Informational
04/29/2025
04/29/25 Tuesday JMJ (CP Excavating, Kameron) Contractor installed approximately 103' of 8" HDPE pipe roof drain line 4A.
Water Line - Construction Inspection Pending
Misc
Informational
04/29/2025
04/14/25 Monday JMJ (CP Construction) Contractor began to 8" PVC private watermain. Contractor installed approximate 180' of 8" PVC, 45 degree bend, 8"x8" tee on waterline A, pg. C52. Back-block was poured behind 8"x8" tee. 04/15/25 Tuesday JMJ (CP Construction) Contractor installed 8" PVC watermain for Line #B private line approximately 350' pg C53. 04/16/25 Wednesday JMJ (CP Excavating) 8" PVC watermain 40' to Sta 15+00 contractor poured back behind bends on private main. 04/23/25 Wednesday JMJ (CP Excavating) Contractor began installed fire line as per project plans. 04/25/25 Friday JMJ (CP Excavating) Contractor continued to work to install private water line B. Contractor continued working after inspection after inspector left for the day. 04/29/25 Tuesday JMJ (CP Excavating) Boring on the South end of Commerce Drive.
Site Visit Partial 1/31/2025 1/31/2025 01/31/2025
Misc
Informational
01/31/2025
1/31/25 Friday JMJ Contractor were clearing the project of trees and shrubs. 02/07/25 Friday JMJ Grading & clearing of project site earlier in the week, No related work for approximate 3 days of this week. 02/25/25 Tuesday JMJ Contractor continued with grading and clearing when weather permitted. Last week there was a snow storm. Contractor has closed a portion of Main Street West of project with a permit.
Erosion Control Inspection Partial 1/31/2025 1/31/2025 01/31/2025
Misc
Informational
01/31/2025
1/31/25 Friday JMJ Erosion control silt fencing was installed last week around perimeter.
Site Visit Partial 02/25/2025
Misc
Informational
01/31/2025
1/31/25 Friday JMJ Contractor were clearing the project of trees and shrubs. 02/07/25 Friday JMJ Grading & clearing of project site earlier in the week, No related work for approximate 3 days of this week. 02/25/25 Tuesday JMJ Contractor continued with grading and clearing when weather permitted. Last week there was a snow storm. Contractor has closed a portion of Main Street West of project with a permit.
Erosion Control Inspection Failed 3/4/2025 3/4/2025 03/04/2025
Misc
Informational
01/31/2025
1/31/25 Friday JMJ Erosion control silt fencing was installed last week around perimeter.
Misc
Corrective Action Required
03/04/2025
03/04/25 JMJ Straw waddles need to be installed as per Lee's Summit specification. The storm box on the down hill side of project has no straw waddle protection.
Erosion Control Inspection Failed 3/6/2025 3/6/2025 03/06/2025
Misc
Informational
03/04/2025
1/31/25 Friday JMJ Erosion control silt fencing was installed last week around perimeter.
Misc
Corrective Action Required
03/04/2025
03/04/25 JMJ Straw waddles need to be installed as per Lee's Summit specification. The storm box on the down hill side of project has no straw waddle protection. 03/06/25 JMJ (Supervisor Shawn Bartholomew/ Cityscape) Contractor will have all straw waddles for storm boxes onsite will be installed by tomorrow as per Lee's Summit specification.
Erosion Control Inspection Partial 3/12/2025 3/12/2025 03/12/2025
Misc
Informational
03/06/2025
1/31/25 Friday JMJ Erosion control silt fencing was installed last week around perimeter.
Misc
Corrective Action Required
03/06/2025
03/04/25 JMJ Straw waddles need to be installed as per Lee's Summit specification. The storm box on the down hill side of project has no straw waddle protection. 03/06/25 JMJ (Supervisor Shawn Bartholomew/ Cityscape) Contractor will have all straw waddles for storm boxes onsite will be installed by tomorrow as per Lee's Summit specification. 03/12/25 Wednesday JMJ (Supervisor Shawn Bartholomew/ Cityscape) Contractor completed the installation of all straw waddles on project site. Verified 03/12/25 JMJ
Erosion Control Inspection Partial 3/18/2025 3/18/2025 03/18/2025
Misc
Informational
03/12/2025
1/31/25 Friday JMJ Erosion control silt fencing was installed last week around perimeter.
Misc
Corrective Action Required
03/12/2025
03/04/25 JMJ Straw waddles need to be installed as per Lee's Summit specification. The storm box on the down hill side of project has no straw waddle protection. 03/06/25 JMJ (Supervisor Shawn Bartholomew/ Cityscape) Contractor will have all straw waddles for storm boxes onsite will be installed by tomorrow as per Lee's Summit specification. 03/12/25 Wednesday JMJ (Supervisor Shawn Bartholomew/ Cityscape) Contractor completed the installation of all straw waddles on project site. Verified 03/12/25 JMJ 03/18/25 Tuesday JMJ (Supervisor Shawn Bartholomew/ CityScape) Contractor called me around 9:15AM to inform that they having issue securing a meter from the LS Water Department. Due to the high winds dust is blown across job site at and unacceptable rate. The LS summit Police Department called City Hall to 10:35AM complaining about the dust coming from work site. I shut the job site down until they were able to secure water for their Water truck to spray down site for dust control. Contractor was able to obtain water, and began spraying site around 12:30PM.
Storm Sewer Construction Inspection Partial 4/10/2025 4/10/2025 04/10/2025
Misc
Informational
04/10/2025
04/10/25 Thursday JMJ (CP Construction) Contractor began to install 30" HDPE storm pipe from Sta 0+00 Storm line #1 with flared section.
Sanitary Sewer Construction Inspection Partial 4/10/2025 4/10/2025 04/10/2025
Misc
Informational
04/10/2025
04/10/25 Thursday JMJ (CP Const. Jim McLure) Building #5, Approximately 70' of 6" SDR-26 with (2) 8"x6" wye and 6"x4" cleanout from existing sanitary sewer MH-1A.
Storm Sewer Construction Inspection Partial 4/11/2025 4/11/2025 04/14/2025
Misc
Informational
04/10/2025
04/10/25 Thursday JMJ (CP Construction) Contractor began to install 30" HDPE storm pipe from Sta 0+00 Storm line #1 with flared section. 04/11/25 Friday JMJ(CP Construction) Yesterday End flume to 1B storm box was installed 04/10/25. 1B to 1C Storm line 1, 1C to 1D, 1D to 3A, & 1B to 9A as pre project plans. Contractor continued construction after inspector left for the day around 4:00PM.
Storm Sewer Construction Inspection Partial 4/14/2025 4/14/2025 04/14/2025
Misc
Informational
04/14/2025
04/10/25 Thursday JMJ (CP Construction) Contractor began to install 30" HDPE storm pipe from Sta 0+00 Storm line #1 with flared section. 04/11/25 Friday JMJ (CP Construction) Yesterday End flume to 1B storm box was installed 04/10/25. 1B to 1C Storm line 1, 1C to 1D, 1D to 3A, & 1B to 9A as pre project plans. Contractor continued construction after inspector left for the day around 4:00PM. 04/14/25 Monday JMJ (CP Construction) Contractor continued working on line #1.
Water Line - Construction Inspection Partial 4/14/2025 4/14/2025 04/14/2025
Misc
Informational
04/14/2025
04/14/25 Monday JMJ (CP Construction) Contractor began to 8" PVC private watermain.
Storm Sewer Construction Inspection Partial 04/14/2025
Misc
Informational
04/14/2025
04/10/25 Thursday JMJ (CP Construction) Contractor began to install 30" HDPE storm pipe from Sta 0+00 Storm line #1 with flared section. 04/11/25 Friday JMJ (CP Construction) Yesterday End flume to 1B storm box was installed 04/10/25. 1B to 1C Storm line 1, 1C to 1D, 1D to 3A, & 1B to 9A as pre project plans. Contractor continued construction after inspector left for the day around 4:00PM. 04/14/25 Monday JMJ (CP Construction) Contractor continued working on line #1. Storm Line # 3 Contractor installed approximately 75' of 18" HDPE storm pipe, curb inlet 3A, 77' of of 15" HDPE storm pipe, curb inlet 3B, 56' of 15" HDPE storm pipe, & curb inlet 3C.
Water Line - Construction Inspection Partial 4/14/2025 4/14/2025 04/14/2025
Misc
Informational
04/14/2025
04/14/25 Monday JMJ (CP Construction) Contractor began to 8" PVC private watermain. Contractor installed approximate 180' of 8" PVC, 45 degree bend, 8"x8" tee on waterline A, pg. C52. Back-block was poured behind 8"x8" tee.
Storm Sewer Construction Inspection Partial 04/16/2025
Misc
Informational
04/14/2025
04/10/25 Thursday JMJ (CP Construction) Contractor began to install 30" HDPE storm pipe from Sta 0+00 Storm line #1 with flared section. 04/11/25 Friday JMJ (CP Construction) Yesterday End flume to 1B storm box was installed 04/10/25. 1B to 1C Storm line 1, 1C to 1D, 1D to 3A, & 1B to 9A as pre project plans. Contractor continued construction after inspector left for the day around 4:00PM. 04/14/25 Monday JMJ (CP Construction) Contractor continued working on line #1. Storm Line # 3 Contractor installed approximately 75' of 18" HDPE storm pipe, curb inlet 3A, 77' of of 15" HDPE storm pipe, curb inlet 3B, 56' of 15" HDPE storm pipe, & curb inlet 3C. 04/15/25 Tuesday JMJ (CP Construction) Contractor continued on storm line #1, storm box 1E, 1F and 1G, 157' of 30" HDPE and 157' of 24" HDPE storm line.
Water Line - Construction Inspection Partial 04/16/2025
Misc
Informational
04/14/2025
04/14/25 Monday JMJ (CP Construction) Contractor began to 8" PVC private watermain. Contractor installed approximate 180' of 8" PVC, 45 degree bend, 8"x8" tee on waterline A, pg. C52. Back-block was poured behind 8"x8" tee. 04/15/25 Tuesday JMJ (CP Construction) Contractor installed 8" PVC watermain for Line #B private line approximately 350' pg C53.
Storm Sewer Construction Inspection Partial 04/16/2025
Misc
Informational
04/16/2025
04/10/25 Thursday JMJ (CP Construction) Contractor began to install 30" HDPE storm pipe from Sta 0+00 Storm line #1 with flared section. 04/11/25 Friday JMJ (CP Construction) Yesterday End flume to 1B storm box was installed 04/10/25. 1B to 1C Storm line 1, 1C to 1D, 1D to 3A, & 1B to 9A as pre project plans. Contractor continued construction after inspector left for the day around 4:00PM. 04/14/25 Monday JMJ (CP Construction) Contractor continued working on line #1. Storm Line # 3 Contractor installed approximately 75' of 18" HDPE storm pipe, curb inlet 3A, 77' of of 15" HDPE storm pipe, curb inlet 3B, 56' of 15" HDPE storm pipe, & curb inlet 3C. 04/15/25 Tuesday JMJ (CP Construction) Contractor continued on storm line #1, storm box 1E, 1F and 1G, 157' of 30" HDPE and 157' of 24" HDPE storm line. 04/16/25 Wednesday JMJ (CP Excavating) Contractor installed 18" HDPE storm pipe after storm drain basin 1G to storm box 1H approximately 192'.
Water Line - Construction Inspection Partial 04/16/2025
Misc
Informational
04/16/2025
04/14/25 Monday JMJ (CP Construction) Contractor began to 8" PVC private watermain. Contractor installed approximate 180' of 8" PVC, 45 degree bend, 8"x8" tee on waterline A, pg. C52. Back-block was poured behind 8"x8" tee. 04/15/25 Tuesday JMJ (CP Construction) Contractor installed 8" PVC watermain for Line #B private line approximately 350' pg C53. 04/16/25 Wednesday JMJ (CP Excavating) 8" PVC watermain 40' to Sta 15+00 contractor poured back behind bends on private main.
Sanitary Sewer Construction Inspection Partial 04/21/2025
Misc
Informational
04/10/2025
04/10/25 Thursday JMJ (CP Const. Jim McLure) Building #5, Approximately 70' of 6" SDR-26 with (2) 8"x6" wye and 6"x4" cleanout from existing sanitary sewer MH-1A. 04/17/25 Thursday JMJ (CP Const. Jim McLure) Contractor cored into existing MH and installed 200LF of line & set MH #2 on 04/18/25 Friday they installed 44LF of pipe and set MH #3.
Storm Sewer Construction Inspection Partial 04/21/2025
Misc
Informational
04/16/2025
04/10/25 Thursday JMJ (CP Construction) Contractor began to install 30" HDPE storm pipe from Sta 0+00 Storm line #1 with flared section. 04/11/25 Friday JMJ (CP Construction) Yesterday End flume to 1B storm box was installed 04/10/25. 1B to 1C Storm line 1, 1C to 1D, 1D to 3A, & 1B to 9A as pre project plans. Contractor continued construction after inspector left for the day around 4:00PM. 04/14/25 Monday JMJ (CP Construction) Contractor continued working on line #1. Storm Line # 3 Contractor installed approximately 75' of 18" HDPE storm pipe, curb inlet 3A, 77' of of 15" HDPE storm pipe, curb inlet 3B, 56' of 15" HDPE storm pipe, & curb inlet 3C. 04/15/25 Tuesday JMJ (CP Construction) Contractor continued on storm line #1, storm box 1E, 1F and 1G, 157' of 30" HDPE and 157' of 24" HDPE storm line. 04/16/25 Wednesday JMJ (CP Excavating) Contractor installed 18" HDPE storm pipe after storm drain basin 1G to storm box 1H approximately 192'. 04/18/25 Friday JMJ (CP Excavating) Contractor installed approximately 120' of 15" HDPE storm line from storm inlet 1H to 1L.
Sanitary Sewer Construction Inspection Partial 4/22/2025 4/22/2025 04/22/2025
Misc
Informational
04/21/2025
04/10/25 Thursday JMJ (CP Const. Jim McLure) Building #5, Approximately 70' of 6" SDR-26 with (2) 8"x6" wye and 6"x4" cleanout from existing sanitary sewer MH-1A. 04/17/25 Thursday JMJ (CP Const. Jim McLure) Contractor cored into existing MH and installed 200LF of line & set MH #2 on 04/18/25 Friday they installed 44LF of pipe and set MH #3. 04/22/25 Tuesday JMJ (CP Const. Jim McLure) Contractor installed sanitary main from MH#3 up to where new MH #4 is to be installed.
Storm Sewer Construction Inspection Partial 04/23/2025
Misc
Informational
04/21/2025
04/10/25 Thursday JMJ (CP Construction) Contractor began to install 30" HDPE storm pipe from Sta 0+00 Storm line #1 with flared section. 04/11/25 Friday JMJ (CP Construction) Yesterday End flume to 1B storm box was installed 04/10/25. 1B to 1C Storm line 1, 1C to 1D, 1D to 3A, & 1B to 9A as pre project plans. Contractor continued construction after inspector left for the day around 4:00PM. 04/14/25 Monday JMJ (CP Construction) Contractor continued working on line #1. Storm Line # 3 Contractor installed approximately 75' of 18" HDPE storm pipe, curb inlet 3A, 77' of of 15" HDPE storm pipe, curb inlet 3B, 56' of 15" HDPE storm pipe, & curb inlet 3C. 04/15/25 Tuesday JMJ (CP Construction) Contractor continued on storm line #1, storm box 1E, 1F and 1G, 157' of 30" HDPE and 157' of 24" HDPE storm line. 04/16/25 Wednesday JMJ (CP Excavating) Contractor installed 18" HDPE storm pipe after storm drain basin 1G to storm box 1H approximately 192'. 04/18/25 Friday JMJ (CP Excavating) Contractor installed approximately 120' of 15" HDPE storm line from storm inlet 1H to 1L. 04/23/25 Wednesday JMJ (CP Excavating, Kameron) Contractor finished line one 1L to 1J storm pipe.
Water Line - Construction Inspection Partial 04/23/2025
Misc
Informational
04/16/2025
04/14/25 Monday JMJ (CP Construction) Contractor began to 8" PVC private watermain. Contractor installed approximate 180' of 8" PVC, 45 degree bend, 8"x8" tee on waterline A, pg. C52. Back-block was poured behind 8"x8" tee. 04/15/25 Tuesday JMJ (CP Construction) Contractor installed 8" PVC watermain for Line #B private line approximately 350' pg C53. 04/16/25 Wednesday JMJ (CP Excavating) 8" PVC watermain 40' to Sta 15+00 contractor poured back behind bends on private main. 04/23/25 Wednesday JMJ (CP Excavating) Contractor began installed fire line as per project plans.
Sanitary Sewer Construction Inspection Partial 4/23/2025 4/23/2025 04/25/2025
Misc
Informational
04/22/2025
04/10/25 Thursday JMJ (CP Const. Jim McLure) Building #5, Approximately 70' of 6" SDR-26 with (2) 8"x6" wye and 6"x4" cleanout from existing sanitary sewer MH-1A. 04/17/25 Thursday JMJ (CP Const. Jim McLure) Contractor cored into existing MH and installed 200LF of line & set MH #2 on 04/18/25 Friday they installed 44LF of pipe and set MH #3. 04/22/25 Tuesday JMJ (CP Const. Jim McLure) Contractor installed sanitary main from MH#3 up to where new MH #4 is to be installed. 04/23/25 Wednesday JMJ (CP Const. Jim McLure). Contractor installed MH#4
Sanitary Sewer Construction Inspection Partial 4/24/2025 4/24/2025 04/25/2025
Misc
Informational
04/25/2025
04/10/25 Thursday JMJ (CP Const. Jim McLure) Building #5, Approximately 70' of 6" SDR-26 with (2) 8"x6" wye and 6"x4" cleanout from existing sanitary sewer MH-1A. 04/17/25 Thursday JMJ (CP Const. Jim McLure) Contractor cored into existing MH and installed 200LF of line & set MH #2 on 04/18/25 Friday they installed 44LF of pipe and set MH #3. 04/22/25 Tuesday JMJ (CP Const. Jim McLure) Contractor installed sanitary main from MH#3 up to where new MH #4 is to be installed. 04/23/25 Wednesday JMJ (CP Const. Jim McLure) Contractor installed MH#4 04/24/25 Thursday JMJ (CP Const. Jim McLure) Contractor installed approximately 300ft and MH A5.
Water Line - Construction Inspection Partial 04/25/2025
Misc
Informational
04/23/2025
04/14/25 Monday JMJ (CP Construction) Contractor began to 8" PVC private watermain. Contractor installed approximate 180' of 8" PVC, 45 degree bend, 8"x8" tee on waterline A, pg. C52. Back-block was poured behind 8"x8" tee. 04/15/25 Tuesday JMJ (CP Construction) Contractor installed 8" PVC watermain for Line #B private line approximately 350' pg C53. 04/16/25 Wednesday JMJ (CP Excavating) 8" PVC watermain 40' to Sta 15+00 contractor poured back behind bends on private main. 04/23/25 Wednesday JMJ (CP Excavating) Contractor began installed fire line as per project plans. 04/25/25 Friday JMJ (CP Excavating) Contractor continued to work to install private water line B. Contractor continued working after inspection after inspector left for the day.
Sanitary Sewer Construction Inspection Partial 04/25/2025
Misc
Informational
04/25/2025
04/10/25 Thursday JMJ (CP Const. Jim McLure) Building #5, Approximately 70' of 6" SDR-26 with (2) 8"x6" wye and 6"x4" cleanout from existing sanitary sewer MH-1A. 04/17/25 Thursday JMJ (CP Const. Jim McLure) Contractor cored into existing MH and installed 200LF of line & set MH #2 on 04/18/25 Friday they installed 44LF of pipe and set MH #3. 04/22/25 Tuesday JMJ (CP Const. Jim McLure) Contractor installed sanitary main from MH#3 up to where new MH #4 is to be installed. 04/23/25 Wednesday JMJ (CP Const. Jim McLure) Contractor installed MH#4 04/24/25 Thursday JMJ (CP Const. Jim McLure) Contractor installed approximately 300ft and MH A5. 04/25/25 Friday JMJ (CP Const. Jim McLure) Contractor was installing sanitary main as per project.
Sanitary Sewer Construction Inspection Partial 04/25/2025
Misc
Informational
04/25/2025
04/10/25 Thursday JMJ (CP Const. Jim McLure) Building #5, Approximately 70' of 6" SDR-26 with (2) 8"x6" wye and 6"x4" cleanout from existing sanitary sewer MH-1A. 04/17/25 Thursday JMJ (CP Const. Jim McLure) Contractor cored into existing MH and installed 200LF of line & set MH #2 on 04/18/25 Friday they installed 44LF of pipe and set MH #3. 04/22/25 Tuesday JMJ (CP Const. Jim McLure) Contractor installed sanitary main from MH#3 up to where new MH #4 is to be installed. 04/23/25 Wednesday JMJ (CP Const. Jim McLure) Contractor installed MH#4 04/24/25 Thursday JMJ (CP Const. Jim McLure) Contractor installed approximately 300ft and MH A5. 04/25/25 Friday JMJ (CP Const. Kameron) Contractor was installing sanitary main as per project. Installed approximately 70' of 8" SDR-26 out of MH A6.
Erosion Control Inspection Partial 4/28/2025 4/28/2025 04/28/2025
Misc
Informational
03/18/2025
1/31/25 Friday JMJ Erosion control silt fencing was installed last week around perimeter.
Misc
Corrective Action Required
03/18/2025
03/04/25 JMJ Straw waddles need to be installed as per Lee's Summit specification. The storm box on the down hill side of project has no straw waddle protection. 03/06/25 JMJ (Supervisor Shawn Bartholomew/ Cityscape) Contractor will have all straw waddles for storm boxes onsite will be installed by tomorrow as per Lee's Summit specification. 03/12/25 Wednesday JMJ (Supervisor Shawn Bartholomew/ Cityscape) Contractor completed the installation of all straw waddles on project site. Verified 03/12/25 JMJ 03/18/25 Tuesday JMJ (Supervisor Shawn Bartholomew/ CityScape) Contractor called me around 9:15AM to inform that they having issue securing a meter from the LS Water Department. Due to the high winds dust is blown across job site at and unacceptable rate. The LS summit Police Department called City Hall to 10:35AM complaining about the dust coming from work site. I shut the job site down until they were able to secure water for their Water truck to spray down site for dust control. Contractor was able to obtain water, and began spraying site around 12:30PM. 04/28/25 Monday JMJ (Supervisor Shawn Bartholomew/ CityScape) Erosion control appears to be functional.
Sanitary Sewer Construction Inspection Partial 04/29/2025
Misc
Informational
04/25/2025
04/10/25 Thursday JMJ (CP Const. Jim McLure) Building #5, Approximately 70' of 6" SDR-26 with (2) 8"x6" wye and 6"x4" cleanout from existing sanitary sewer MH-1A. 04/17/25 Thursday JMJ (CP Const. Jim McLure) Contractor cored into existing MH and installed 200LF of line & set MH #2 on 04/18/25 Friday they installed 44LF of pipe and set MH #3. 04/22/25 Tuesday JMJ (CP Const. Jim McLure) Contractor installed sanitary main from MH#3 up to where new MH #4 is to be installed. 04/23/25 Wednesday JMJ (CP Const. Jim McLure) Contractor installed MH#4 04/24/25 Thursday JMJ (CP Const. Jim McLure) Contractor installed approximately 300ft and MH A5. 04/25/25 Friday JMJ (CP Const. Kameron) Contractor was installing sanitary main as per project. Installed approximately 70' of 8" SDR-26 out of MH A6. 04/29/25 Tuesday JMJ (CP Const. Kameron) Contractor installed 130' of 8" SDR-26, and two wyes on Monday 04/28/25. Contractor installed 325' of 8" SDR-26 MH A7 & A8, sanitary line changed from public to private after MH A7.
Storm Sewer Construction Inspection Partial 4/29/2025 4/29/2025 04/29/2025
Misc
Informational
04/23/2025
04/10/25 Thursday JMJ (CP Construction) Contractor began to install 30" HDPE storm pipe from Sta 0+00 Storm line #1 with flared section. 04/11/25 Friday JMJ (CP Construction) Yesterday End flume to 1B storm box was installed 04/10/25. 1B to 1C Storm line 1, 1C to 1D, 1D to 3A, & 1B to 9A as pre project plans. Contractor continued construction after inspector left for the day around 4:00PM. 04/14/25 Monday JMJ (CP Construction) Contractor continued working on line #1. Storm Line # 3 Contractor installed approximately 75' of 18" HDPE storm pipe, curb inlet 3A, 77' of of 15" HDPE storm pipe, curb inlet 3B, 56' of 15" HDPE storm pipe, & curb inlet 3C. 04/15/25 Tuesday JMJ (CP Construction) Contractor continued on storm line #1, storm box 1E, 1F and 1G, 157' of 30" HDPE and 157' of 24" HDPE storm line. 04/16/25 Wednesday JMJ (CP Excavating) Contractor installed 18" HDPE storm pipe after storm drain basin 1G to storm box 1H approximately 192'. 04/18/25 Friday JMJ (CP Excavating) Contractor installed approximately 120' of 15" HDPE storm line from storm inlet 1H to 1L. 04/23/25 Wednesday JMJ (CP Excavating, Kameron) Contractor finished line one 1L to 1J storm pipe.
Misc
Informational
04/29/2025
04/29/25 Tuesday JMJ (CP Excavating, Kameron) Contractor installed approximately 103' of 8" HDPE pipe roof drain line 4A.
Water Line - Construction Inspection Partial 4/29/2025 4/29/2025 04/29/2025
Misc
Informational
04/25/2025
04/14/25 Monday JMJ (CP Construction) Contractor began to 8" PVC private watermain. Contractor installed approximate 180' of 8" PVC, 45 degree bend, 8"x8" tee on waterline A, pg. C52. Back-block was poured behind 8"x8" tee. 04/15/25 Tuesday JMJ (CP Construction) Contractor installed 8" PVC watermain for Line #B private line approximately 350' pg C53. 04/16/25 Wednesday JMJ (CP Excavating) 8" PVC watermain 40' to Sta 15+00 contractor poured back behind bends on private main. 04/23/25 Wednesday JMJ (CP Excavating) Contractor began installed fire line as per project plans. 04/25/25 Friday JMJ (CP Excavating) Contractor continued to work to install private water line B. Contractor continued working after inspection after inspector left for the day. 04/29/25 Tuesday JMJ (CP Excavating) Boring on the South end of Commerce Drive.
Documents & Images
Date Uploaded File Type Document Name
09/04/2024 Plans Public Street Plans_PRSUBD20244689
09/04/2024 Plans Public Water Plans_Rev0_PRSUBD20244689
09/04/2024 Plans Civil Final Development Plan Set_PRSUBD20244689
09/04/2024 Plans Public Sanitary Plans_Rev0_PRSUBD20244689
09/04/2024 Engineer Report/Study Geotech Report_PRSUBD20244689
09/23/2024 Drawing Water Record Drawing_PRSUBD20244689
09/23/2024 Drawing Easement Exhibit_PRSUBD20244689
01/13/2025 Plans Public Water Plans_Rev1_PRSUBD20244689
01/13/2025 Plans Public Sanitary Plans_Rev1_PRSUBD20244689
01/29/2025 Activity Document Water Rev1 Markup_PRSUBD20244689
01/31/2025 Letter INSPECTION SUMMARY
01/31/2025 Letter INSPECTION SUMMARY
02/07/2025 Letter INSPECTION SUMMARY
02/11/2025 Plans Public Water Plans_Rev2_PRSUBD20244689
02/17/2025 Plans Public Water Plans_Rev2_PRSUBD20244689
02/17/2025 Plans Public Sanitary Sewer Plans_Rev2_PRSUBD20244689
02/17/2025 Letter MDNR Letter_PRSUBD20244689
02/17/2025 Engineer Report/Study Stormwater Plan_Rev0_PRSUBD20244689
02/17/2025 Engineers Estimate Engineering Cost Estimate-Sanitary_PRSUBD20244689
02/17/2025 Engineers Estimate Engineering Cost Estimate-Water_Rev0_PRSUBD20244689
02/25/2025 Letter INSPECTION SUMMARY
02/27/2025 Letter SUBD Comment Letter_PRSUBD20244689
02/28/2025 Plans Public Water Plans_Rev3_PRSUBD20244469
03/04/2025 Letter INSPECTION SUMMARY
03/06/2025 Letter INSPECTION SUMMARY
03/07/2025 Letter SUBD MDNR SANITARY CONCURRENCE LETTER
03/07/2025 Letter MDNR Concurrence Letter - Evren Apartments - Sanitary - Signed
03/12/2025 Letter INSPECTION SUMMARY
03/18/2025 Letter INSPECTION SUMMARY
03/18/2025 Plans Public Water Plans_Rev4_PRSUBD20244469
04/01/2025 Letter SUBD MDNR WATER CONCURRENCE LETTER
04/01/2025 Plans Sealed Public Water Plans_PRSUBD20244469
04/04/2025 Activity Document SUBD MDNR WATER CONCURRENCE LETTER SIGNED_PRSUBD20244469
04/04/2025 Activity Document Evren Apartments Water Model_PRSUBD20244469
04/10/2025 Letter INSPECTION SUMMARY
04/16/2025 Letter SUBD Comment Letter
04/21/2025 Letter INSPECTION SUMMARY
04/22/2025 Letter INSPECTION SUMMARY
04/25/2025 Letter INSPECTION SUMMARY
04/25/2025 Letter INSPECTION SUMMARY
04/25/2025 Letter INSPECTION SUMMARY
04/25/2025 Letter INSPECTION SUMMARY
04/29/2025 Letter INSPECTION SUMMARY
04/29/2025 Letter INSPECTION SUMMARY
05/06/2025 Approved Plans APPROVED Evren Public Sanitary
05/06/2025 Approved Plans APPROVED Evren Public Water
05/06/2025 Letter MDNR Permit_PRSUBD20244689
05/08/2025 Engineers Estimate Engineers Cost Estimate_Rev1_ PRSUBD20244689
05/08/2025 Engineers Estimate Evren Apartments POPC Water_Sealed 2025-05-09
Upload Documents

Guidelines For Electronically Submitting Documents:

  • Submitted documents should be under 100MB in size.
  • Accepted file extensions:
    • pdf, jpg, xls, doc, xlsx, docx, dwg
  • All plans shall be to scale.
  • Recommended naming conventions:
    • Keep filename consistent.
    • Avoid the use of non-friendly filenames. (ex. k9dk38fj3.pdf)
    • Avoid inappropriate language in filenames.
  • Submitted documents will be stamped at the conclusion of the review.
    • The stamp will be placed in the upper right hand corner of the document. It is recommeded that this area, to the extent possible, be left blank so that no information is lost when the the stamp is applied.
Remember to click the Upload Document button. If you are applying for a New permit, make sure to click the "next step" button after you have completed the upload of documents

Select any documents you wish to provide:





Portal Home