| Review Type |
Outcome |
Est. Completion Date |
Completed |
|
Engineering MDP Review
|
Accepted
|
01/26/2026
|
01/26/2026
|
|
|
Sue Pyles, P.E.
|
|
|
|
|
Engineering Record Drawing Review - Street/Storm
|
Accepted
|
01/26/2026
|
01/26/2026
|
|
|
Sue Pyles, P.E.
|
|
|
|
|
Engineering Record Drawing Review - Water
|
Accepted
|
01/26/2026
|
01/26/2026
|
|
|
Sue Pyles, P.E.
|
|
|
|
|
Engineering Record Drawing Review - Sanitary
|
Accepted
|
01/26/2026
|
01/26/2026
|
|
|
Sue Pyles, P.E.
|
|
|
|
|
Engineering Review
|
Approved
|
01/03/2025
|
01/07/2025
|
|
|
Sue Pyles, P.E.
|
|
|
|
|
Engineering Review - Street and Storm
|
No Comments
|
12/20/2024
|
12/20/2024
|
|
|
Sue Pyles, P.E.
|
|
|
Miscellaneous Correction
Corrective Action Required
Provide a pavement section for the temporary turnaround.
|
|
|
Miscellaneous Correction
Corrective Action Required
The storm sewer layout between Structures 803 and 1301 will not work as shown. If no street is being constructed west of the alley, then curb inlets can’t be installed. Please clarify how drainage will be addressed in this area.
|
|
|
Miscellaneous Correction
Corrective Action Required
The End Construction stationing on the General Layout doesn’t align with the end of Pergola Park Drive shown. Please clarify.
|
|
|
Miscellaneous Correction
Corrective Action Required
Please add End of Road markers to Pergola Park Drive.
|
|
|
Miscellaneous Correction
Corrective Action Required
Please submit a revised estimate based on these comments.
|
|
|
|
|
Engineer Review - Grading
|
No Comments
|
11/26/2024
|
11/26/2024
|
|
|
Sue Pyles, P.E.
|
|
|
Miscellaneous Correction
Corrective Action Required
Based on the comments from the other plan sets, please revise this plan set accordingly. A complete review will be done with the resubmission.
|
|
|
|
|
Engineering Review - Sanitary
|
No Comments
|
11/26/2024
|
11/26/2024
|
|
|
Sue Pyles, P.E.
|
|
|
Miscellaneous Correction
Corrective Action Required
General:
• Submit an Engineer's Estimate of Probable Construction Costs.
• Based on revisions that will be required by the street comments from traffic, additional comments will be forthcoming upon resubmittal.
|
|
|
Miscellaneous Correction
Corrective Action Required
Sheet 1:
• Show location of all oil/gas wells, or indicate none are present, and cite the source.
• Show and label the location and limits of the one percent annual chance flood, as set forth on the current FEMA maps, with reference to the panel number and effective date. Elevations shall be provided if shown on the FEMA map.
|
|
|
Miscellaneous Correction
Corrective Action Required
Sheet 2: Please label all existing MHs with the City MH numbers. The following are the MHs shown in the General Layout. Please revise on this sheet and as necessary throughout the plan set.
• A5 – MH 35-621
• A6 – MH 35-620
• A7 – MH 35-619
• A8 – MH 35-618
• C1 – MH 35-627
• C2 – MH 35-626
|
|
|
Miscellaneous Correction
Corrective Action Required
Sheets 3-4:
• The City now requires the sanitary MHs to be in the center of the lane. Please revise.
• Please verify that there is a minimum 4’ separation between the edge of the proposed wye serving Future Lot 146 and the edge of MH A9.
• Please scale back the line weight of the future sanitary in Profile view.
|
|
|
|
|
Engineering Review - Water
|
No Comments
|
11/26/2024
|
11/26/2024
|
|
|
Sue Pyles, P.E.
|
|
|
Miscellaneous Correction
Corrective Action Required
General:
• Submit an Engineer's Estimate of Probable Construction Costs.
• Based on revisions that will be required by the street comments from traffic, additional comments will be forthcoming upon resubmittal.
|
|
|
Miscellaneous Correction
Corrective Action Required
Sheet 1:
• Show location of all oil/gas wells, or indicate none are present, and cite the source.
• Show and label the location and limits of the one percent annual chance flood, as set forth on the current FEMA maps, with reference to the panel number and effective date. Elevations shall be provided if shown on the FEMA map.
|
|
|
Miscellaneous Correction
Corrective Action Required
Sheet 2: The City doesn’t run water mains on both sides of a street. The existing main is on the east side of SW Corinthian Lane. Please eliminate the proposed Line 6 between the 2 existing street crossings near Lots 134 & 142.
|
|
|
Miscellaneous Correction
Corrective Action Required
Sheet 3:
• The Line 3 Plan view callout shows a flushing assembly at Sta. 1+94. Please revise to a FH to match the Profile view.
• Please include Proposed Grade, Existing Grade, and Min Cover typical callouts on the Line 6 Profile view.
• Please include the storm crossing near Sta. 5+25 in the Line 6 Profile view.
• Please remove the 392.66 feet section of proposed Line 6 per the Sheet 2 comment.
|
|
|
Miscellaneous Correction
Corrective Action Required
Sheet 4:
• Remove the Water Check detail, it is not required.
• Remove the project specific detail 30, it is not relevant for this project.
|
|
|
|
|
Engineering Review - Street and Storm
|
Corrections
|
11/26/2024
|
11/26/2024
|
|
|
Sue Pyles, P.E.
|
|
|
Miscellaneous Correction
General:
• Submit an Engineer's Estimate of Probable Construction Costs.
• Submit the SWPPP and a copy of the MDNR Land Disturbance Permit.
• Please submit a stormwater memo. This can just reference the Olsson study.
• Based on revisions that will be required by the comments from traffic, additional comments will be forthcoming upon resubmittal.
|
|
|
Miscellaneous Correction
Sheet 1:
• Show location of all oil/gas wells, or indicate none are present, and cite the source.
• Show and label the location and limits of the one percent annual chance flood, as set forth on the current FEMA maps, with reference to the panel number and effective date. Elevations shall be provided if shown on the FEMA map.
|
|
|
Miscellaneous Correction
Sheets 2-4: What is the structure shown on Tract U? Please label or remove.
|
|
|
Miscellaneous Correction
Sheet 4:
• Include the following Drainage Note: Individual lot owner(s) shall not change or obstruct the drainage flow lines on the lots included in the Master Drainage Plan, unless specific application is made and approved by the City Engineer.
• The City requires MBOEs if adjacent to 100-yr WSE. If the 100-yr HGL is within the system, no MBOE is required.
|
|
|
Miscellaneous Correction
Sheet 6: Include HGLs.
|
|
|
Miscellaneous Correction
Sheet 12: There appears to be a stub shown at Structure 804. Please revise.
|
|
|
Miscellaneous Correction
Sheet 13:
• It appears that the water line crossing shown in the Line 1100 Profile view should be shown in the Line 1200 Profile view. Please revise.
• Please extend the Future Grade line between to 1105 in the Line 1100 Profile view.
• Please extend the Proposed Grade line to 804 in the Line 1200 Profile view and remove the “Future Grade” callout.
|
|
|
Miscellaneous Correction
Sheets 14-16:
• Add standard details for Grate Inlet and Trench/Backfill.
• Include typical pavement section for the public streets.
• The curb and gutter detail or pavement detail must show that the aggregate base and compaction of native subgrade extends a minimum of one (1) foot beyond the back of curb.
• Remove the Trenching/Patching and Field Inlet details as they are not required.
• Sheets 15 & 16 titles are reversed. Please revise.
|
|
|
Miscellaneous Correction
Corrective Action Required
Provide a pavement section for the temporary turnaround.
|
|
|
Miscellaneous Correction
Corrective Action Required
The storm sewer layout between Structures 803 and 1301 will not work as shown. If no street is being constructed west of the alley, then curb inlets can’t be installed. Please clarify how drainage will be addressed in this area.
|
|
|
Miscellaneous Correction
Corrective Action Required
The End Construction stationing on the General Layout doesn’t align with the end of Pergola Park Drive shown. Please clarify.
|
|
|
Miscellaneous Correction
Corrective Action Required
Please add End of Road markers to Pergola Park Drive.
|
|
|
Miscellaneous Correction
Corrective Action Required
Please submit a revised estimate based on these comments.
|
|
|
|
|
Traffic Review - Streets
|
No Comments
|
11/26/2024
|
11/25/2024
|
|
|
Erin Ralovo
|
|
|
Miscellaneous Correction
Corrective Action Required
Due to the dead end nature of Street A and Pergola Park Drive, there is no way for the City to offer maintenance, i.e. snow plow operations, to these streets. There are no areas to turn a truck around or anywhere for a truck to push the snow off. A complete connection should be made, either the full loop of Pergola Park Dr or Street A should be extended over to meet up with Longview Park Drive.
|
|
|
Miscellaneous Correction
Corrective Action Required
The curve at 0+39.23 on Street A has a K-value of 20.33. Minimum value for a sag curve on a Residential Local is 26. Please correct.
|
|
|
Miscellaneous Correction
Corrective Action Required
Street A should be signed no parking on one side of the street since the street width is not enough to allow for emergency vehicles to pass when cars are parked on both sides.
|
|
|
|
|
Engineering Review - Sanitary
|
Corrections
|
10/07/2024
|
10/07/2024
|
|
|
Sue Pyles, P.E.
|
|
|
Miscellaneous Correction
Corrective Action Required
General:
• Submit an Engineer's Estimate of Probable Construction Costs.
• Based on revisions that will be required by the street comments from traffic, additional comments will be forthcoming upon resubmittal.
|
|
|
Miscellaneous Correction
Corrective Action Required
Sheet 1:
• Show location of all oil/gas wells, or indicate none are present, and cite the source.
• Show and label the location and limits of the one percent annual chance flood, as set forth on the current FEMA maps, with reference to the panel number and effective date. Elevations shall be provided if shown on the FEMA map.
|
|
|
Miscellaneous Correction
Corrective Action Required
Sheet 2: Please label all existing MHs with the City MH numbers. The following are the MHs shown in the General Layout. Please revise on this sheet and as necessary throughout the plan set.
• A5 – MH 35-621
• A6 – MH 35-620
• A7 – MH 35-619
• A8 – MH 35-618
• C1 – MH 35-627
• C2 – MH 35-626
|
|
|
Miscellaneous Correction
Corrective Action Required
Sheets 3-4:
• The City now requires the sanitary MHs to be in the center of the lane. Please revise.
• Please verify that there is a minimum 4’ separation between the edge of the proposed wye serving Future Lot 146 and the edge of MH A9.
• Please scale back the line weight of the future sanitary in Profile view.
|
|
|
|
|
Engineer Review - Grading
|
Corrections
|
10/07/2024
|
10/07/2024
|
|
|
Sue Pyles, P.E.
|
|
|
Miscellaneous Correction
Corrective Action Required
Based on the comments from the other plan sets, please revise this plan set accordingly. A complete review will be done with the resubmission.
|
|
|
|
|
Engineering Review - Water
|
Corrections
|
10/07/2024
|
10/07/2024
|
|
|
Sue Pyles, P.E.
|
|
|
Miscellaneous Correction
Corrective Action Required
General:
• Submit an Engineer's Estimate of Probable Construction Costs.
• Based on revisions that will be required by the street comments from traffic, additional comments will be forthcoming upon resubmittal.
|
|
|
Miscellaneous Correction
Corrective Action Required
Sheet 1:
• Show location of all oil/gas wells, or indicate none are present, and cite the source.
• Show and label the location and limits of the one percent annual chance flood, as set forth on the current FEMA maps, with reference to the panel number and effective date. Elevations shall be provided if shown on the FEMA map.
|
|
|
Miscellaneous Correction
Corrective Action Required
Sheet 2: The City doesn’t run water mains on both sides of a street. The existing main is on the east side of SW Corinthian Lane. Please eliminate the proposed Line 6 between the 2 existing street crossings near Lots 134 & 142.
|
|
|
Miscellaneous Correction
Corrective Action Required
Sheet 3:
• The Line 3 Plan view callout shows a flushing assembly at Sta. 1+94. Please revise to a FH to match the Profile view.
• Please include Proposed Grade, Existing Grade, and Min Cover typical callouts on the Line 6 Profile view.
• Please include the storm crossing near Sta. 5+25 in the Line 6 Profile view.
• Please remove the 392.66 feet section of proposed Line 6 per the Sheet 2 comment.
|
|
|
Miscellaneous Correction
Corrective Action Required
Sheet 4:
• Remove the Water Check detail, it is not required.
• Remove the project specific detail 30, it is not relevant for this project.
|
|
|
|
|
Engineering Review - Street and Storm
|
Corrections
|
10/07/2024
|
10/07/2024
|
|
|
Sue Pyles, P.E.
|
|
|
Miscellaneous Correction
Corrective Action Required
General:
• Submit an Engineer's Estimate of Probable Construction Costs.
• Submit the SWPPP and a copy of the MDNR Land Disturbance Permit.
• Please submit a stormwater memo. This can just reference the Olsson study.
• Based on revisions that will be required by the comments from traffic, additional comments will be forthcoming upon resubmittal.
|
|
|
Miscellaneous Correction
Corrective Action Required
Sheet 1:
• Show location of all oil/gas wells, or indicate none are present, and cite the source.
• Show and label the location and limits of the one percent annual chance flood, as set forth on the current FEMA maps, with reference to the panel number and effective date. Elevations shall be provided if shown on the FEMA map.
|
|
|
Miscellaneous Correction
Corrective Action Required
Sheets 2-4: What is the structure shown on Tract U? Please label or remove.
|
|
|
Miscellaneous Correction
Corrective Action Required
Sheet 4:
• Include the following Drainage Note: Individual lot owner(s) shall not change or obstruct the drainage flow lines on the lots included in the Master Drainage Plan, unless specific application is made and approved by the City Engineer.
• The City requires MBOEs if adjacent to 100-yr WSE. If the 100-yr HGL is within the system, no MBOE is required.
|
|
|
Miscellaneous Correction
Corrective Action Required
Sheet 6: Include HGLs.
|
|
|
Miscellaneous Correction
Corrective Action Required
Sheet 12: There appears to be a stub shown at Structure 804. Please revise.
|
|
|
Miscellaneous Correction
Corrective Action Required
Sheet 13:
• It appears that the water line crossing shown in the Line 1100 Profile view should be shown in the Line 1200 Profile view. Please revise.
• Please extend the Future Grade line between to 1105 in the Line 1100 Profile view.
• Please extend the Proposed Grade line to 804 in the Line 1200 Profile view and remove the “Future Grade” callout.
|
|
|
Miscellaneous Correction
Corrective Action Required
Sheets 14-16:
• Add standard details for Grate Inlet and Trench/Backfill.
• Include typical pavement section for the public streets.
• The curb and gutter detail or pavement detail must show that the aggregate base and compaction of native subgrade extends a minimum of one (1) foot beyond the back of curb.
• Remove the Trenching/Patching and Field Inlet details as they are not required.
• Sheets 15 & 16 titles are reversed. Please revise.
|
|
|
|
|
Traffic Review - Streets
|
Corrections
|
10/07/2024
|
09/27/2024
|
|
|
Erin Ralovo
|
|
|
Miscellaneous Correction
Corrective Action Required
Due to the dead end nature of Street A and Pergola Park Drive, there is no way for the City to offer maintenance, i.e. snow plow operations, to these streets. There are no areas to turn a truck around or anywhere for a truck to push the snow off. A complete connection should be made, either the full loop of Pergola Park Dr or Street A should be extended over to meet up with Longview Park Drive.
|
|
|
Miscellaneous Correction
Corrective Action Required
The curve at 0+39.23 on Street A has a K-value of 20.33. Minimum value for a sag curve on a Residential Local is 26. Please correct.
|
|
|
Miscellaneous Correction
Corrective Action Required
Street A should be signed no parking on one side of the street since the street width is not enough to allow for emergency vehicles to pass when cars are parked on both sides.
|
|
|
|