Review Type |
Outcome |
Est. Completion Date |
Completed |
Planning Review
|
No Comments
|
10/16/2018
|
10/16/2018
|
|
Jennifer Thompson
|
|
|
Fire Review
|
Approved with Conditions
|
10/16/2018
|
10/15/2018
|
|
Jim Eden
|
|
Code Statement
All issues pertaining to life safety and property protection from the hazards of fire, explosion or dangerous conditions in new and existing buildings, structures and premises, and to the safety to fire fighters and emergency responders during emergency operations, shall be in accordance with the 2012 International Fire Code.
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|
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Engineering Review
|
No Comments
|
10/16/2018
|
10/12/2018
|
|
Gene Williams, P.E.
|
|
DE Engineers Estimate
Corrective Action Required
The Engineer’s Estimate of Probable Construction Costs has been accepted for this project, and the Engineering Plan Review and Inspection Fee (which is calculated as 3% of the total infrastructure cost plus a water test inspection fee(s)), and the water tap and meter setup fee have been included. These must be paid prior to the issuance of an infrastructure permit and/or the final processing of a building permit. $13,074.49
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|
DE Contact Field Eng. Inspector
Corrective Action Required
Contact Field Engineering Inspections at (816) 969-1200 at least 48 hours prior to the onset of construction.
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|
DE Contact ROW Inspector
Corrective Action Required
Prior to any activities within the right-of-way that are not directly associated with a specific infrastructure or building permit, a separate right-of-way permit may be required. Contact a Right-of-Way Inspector at (816) 969-1800 to obtain the required permit.
|
|
DE Future Repair Work
Corrective Action Required
Please be aware that any future repair work to public infrastructure (e.g., water main repair, sanitary sewer repair, storm sewer repair, etc.) within public easements will not necessarily include the repair of pavement, curbing, landscaping, or other private improvements which are located within the easement.
|
|
DE C&O #12 Cut & Fill
Corrective Action Required
Any cut and / or fill operations, which cause public infrastructure to exceed the maximum / minimum depths of cover shall be mitigated by relocating the infrastructure vertically and / or horizontally to meet the specifications contained within the City’s Design and Construction Manual.
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|
|
Traffic Review
|
Approved with Conditions
|
10/16/2018
|
10/11/2018
|
|
Michael Park
|
|
ROW Vacation along Longview Blvd., west side (e.g. private parking area) and Sensation simlar to ROW Vacation completed on east side of Longview Blvd. shall be addressed at minor plat and adjacent development per applicant's request so as not to delay the FDP.
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|
|
Engineering Review
|
Approved with Conditions
|
09/06/2018
|
09/06/2018
|
|
Jennifer Thompson
|
|
DE Engineers Estimate
Corrective Action Required
The Engineer’s Estimate of Probable Construction Costs has been accepted for this project, and the Engineering Plan Review and Inspection Fee (which is calculated as 3% of the total infrastructure cost plus a water test inspection fee(s)), and the water tap and meter setup fee have been included. These must be paid prior to the issuance of an infrastructure permit and/or the final processing of a building permit. $13,074.49
|
|
DE Contact Field Eng. Inspector
Corrective Action Required
Contact Field Engineering Inspections at (816) 969-1200 at least 48 hours prior to the onset of construction.
|
|
DE Contact ROW Inspector
Corrective Action Required
Prior to any activities within the right-of-way that are not directly associated with a specific infrastructure or building permit, a separate right-of-way permit may be required. Contact a Right-of-Way Inspector at (816) 969-1800 to obtain the required permit.
|
|
DE Future Repair Work
Corrective Action Required
Please be aware that any future repair work to public infrastructure (e.g., water main repair, sanitary sewer repair, storm sewer repair, etc.) within public easements will not necessarily include the repair of pavement, curbing, landscaping, or other private improvements which are located within the easement.
|
|
DE C&O #12 Cut & Fill
Corrective Action Required
Any cut and / or fill operations, which cause public infrastructure to exceed the maximum / minimum depths of cover shall be mitigated by relocating the infrastructure vertically and / or horizontally to meet the specifications contained within the City’s Design and Construction Manual.
|
|
|
Planning Review
|
No Comments
|
09/06/2018
|
09/06/2018
|
|
Jennifer Thompson
|
|
|
Traffic Review
|
Approved with Conditions
|
09/06/2018
|
09/05/2018
|
|
Jennifer Thompson
|
|
|
Building Codes Review
|
No Comments
|
09/06/2018
|
08/31/2018
|
|
Joe Frogge
|
|
|
Fire Review
|
Approved with Conditions
|
09/06/2018
|
08/30/2018
|
|
Jim Eden
|
|
Code Statement
All issues pertaining to life safety and property protection from the hazards of fire, explosion or dangerous conditions in new and existing buildings, structures and premises, and to the safety to fire fighters and emergency responders during emergency operations, shall be in accordance with the 2012 International Fire Code.
|
|
|
Planning Review
|
Corrections
|
08/17/2018
|
08/20/2018
|
|
Jennifer Thompson
|
|
Corrective Action Required
Staff cannot administratively approve an exception on the screening of the RTU’s, the parapet will need to be increased in height to screen them to meet the UDO’s regulation.
|
|
Corrective Action Required
The north and West elevations requires additional architectural detail. Additional material changes are needed to break up the amount of proposed E.I.F.S. In addition, vertical and horizontal interest is needed along with potential projections or offsets to break up the flat wall.
|
|
Corrective Action Required
Please refer to Michael Park's comment regarding the VROW request.
|
|
Corrective Action Required
Provide a photometric plan. also provide the manufacture's specifications for all proposed exterior lighting. (This was not found with the resubmittal)
|
|
Corrective Action Required
After further thought, the parking spaces along the west property line can be reduced to 17-feet to face of curb since they can overhang two feet into the grassy area to the west. The spaces will have to be reduced to 17-feet in order for the drive aisle to meet the 24-foot minimum width. The drive aisle width cannot take into account the two-foot of curb.
Also, please confirm the two spaces to the north and east of the lot is 9-feet to the face of the curb.
|
|
|
Engineering Review
|
Approved with Conditions
|
08/17/2018
|
08/17/2018
|
|
Gene Williams, P.E.
|
|
DE Engineers Estimate
Corrective Action Required
The Engineer’s Estimate of Probable Construction Costs has been accepted for this project, and the Engineering Plan Review and Inspection Fee (which is calculated as 3% of the total infrastructure cost plus a water test inspection fee(s)), and the water tap and meter setup fee have been included. These must be paid prior to the issuance of an infrastructure permit and/or the final processing of a building permit. $13,074.49
|
|
DE Contact Field Eng. Inspector
Corrective Action Required
Contact Field Engineering Inspections at (816) 969-1200 at least 48 hours prior to the onset of construction.
|
|
DE Contact ROW Inspector
Corrective Action Required
Prior to any activities within the right-of-way that are not directly associated with a specific infrastructure or building permit, a separate right-of-way permit may be required. Contact a Right-of-Way Inspector at (816) 969-1800 to obtain the required permit.
|
|
DE Future Repair Work
Corrective Action Required
Please be aware that any future repair work to public infrastructure (e.g., water main repair, sanitary sewer repair, storm sewer repair, etc.) within public easements will not necessarily include the repair of pavement, curbing, landscaping, or other private improvements which are located within the easement.
|
|
DE C&O #12 Cut & Fill
Corrective Action Required
Any cut and / or fill operations, which cause public infrastructure to exceed the maximum / minimum depths of cover shall be mitigated by relocating the infrastructure vertically and / or horizontally to meet the specifications contained within the City’s Design and Construction Manual.
|
|
|
Traffic Review
|
Approved with Conditions
|
08/17/2018
|
08/16/2018
|
|
Michael Park
|
|
ROW Vacation along Longview Blvd., west side (e.g. private parking area) and Sensation simlar to ROW Vacation completed on east side of Longview Blvd. shall be addressed at minor plat and adjacent development per applicant's request so as not to delay the FDP.
|
|
|
Building Codes Review
|
No Comments
|
08/17/2018
|
08/16/2018
|
|
Joe Frogge
|
|
|
Fire Review
|
Approved with Conditions
|
08/17/2018
|
08/13/2018
|
|
Jim Eden
|
|
Code Statement
All issues pertaining to life safety and property protection from the hazards of fire, explosion or dangerous conditions in new and existing buildings, structures and premises, and to the safety to fire fighters and emergency responders during emergency operations, shall be in accordance with the 2012 International Fire Code.
|
|
|
Planning Review
|
Corrections
|
07/27/2018
|
07/27/2018
|
|
Jennifer Thompson
|
|
Corrective Action Required
Provide a color version of the elevations.
|
|
Corrective Action Required
Provide a photometric plan. Also provide the manufactures specifications for all proposed exterior lighting.
|
|
Corrective Action Required
The roof top units do not appear to be screened via the parapet. The parapet needs to be increased in height to screen the roof top units.
|
|
Corrective Action Required
A Vacation of Right Of Way form is needed for the portions of parking spaces that will be affected.
|
|
Corrective Action Required
Provide more detail for the outdoor fencing area, to include a detail of the fence and the proposed location of the fenced in areas.
|
|
Corrective Action Required
The depth of the parking spaces along the western property line needs to be increased to 19-feet in length.
The two parking spaces located on the north portion of the lot do not meet the minimum width of 9-feet. and minimum depth of 19-feet.
|
|
Corrective Action Required
Provide a landscape worksheet to illustrate the required quantities of trees and shrubs, and how it was determined in respect to the Unified Development Ordinance.
Additional trees and shrubs are needed to meet landscaping requirements. The required landscaping needs are as follows:
-six shrubs are needed meet the parking screening for the spaces along SW Tower Park Dr.
-A total of 6 trees are required along SW Tower Park Dr. to meet the street tree requirement.
-A total of 8 shrubs are needed along SW Tower Park Dr. to meet the street shrub requirement.
-A total of 5 trees are required to meet the open yard tree requirement.
-the caliper size for shade trees shall be 3"
-the height for evergreen trees shall be 8'
|
|
Corrective Action Required
The north and West elevations requires additional architectural detail. Additional material changes are needed to break up the amount of proposed E.I.F.S. In addition, vertical and horizontal interest is needed along with potential projections or offsets to break up the flat wall.
|
|
Corrective Action Required
Provide a trash enclosure detail. Please reference Article 7 for design standards.
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|
Corrective Action Required
Please reference the R7-8 accessible sign within the detail.
|
|
Corrective Action Required
Include a vicinity map with a north arrow indicating the location of the property within the City.
|
|
Corrective Action Required
Provide a statement noting the location and limits of the 1% Annual Chance Flood, as set forth on the current FEMA maps with reference to the panel number.
|
|
Corrective Action Required
Label the right-of-way width for all roadways.
|
|
Corrective Action Required
Are any easements being proposed as part of this project?
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|
Corrective Action Required
Label the surrounding property information.
|
|
Corrective Action Required
Provide a statement indicating if any the location of all oil and/or gas wells within the subject property. Provide a reference as to where this information was obtained.
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|
Corrective Action Required
Any proposed signs require a sign permit to be submitted and reviewed for approval.
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|
|
Engineering Review
|
Corrections
|
07/27/2018
|
07/26/2018
|
|
Gene Williams, P.E.
|
|
Corrective Action Required
A stormwater detention memorandum was missing from the submittal. The memorandum must be signed and sealed, with a statement concerning the detention being provided by an off-site entity (i.e., Kessler Ridge at New Longview detention basin), and how the future maintenance of this facility will be proportioned to each property owner with drainage entering this basin.
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|
Corrective Action Required
A site-specific design is required for all ADA-accessible ramps within the right of way (i.e., the new commercial entrance on SW Tower Park Dr.). It is no longer acceptable within the City of Lee's Summit to specify a design by reference to a standard detail. Items that are required in the site-specific design are listed in Section 5304.8 of the City of Lee's Summit Design and Construction Manual. There are eleven (11) items necessary to be included in the design, some of which are not required such as the detectable warning surface.
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|
Corrective Action Required
Please be aware that the site-specific design for the ADA-accessible ramps discussed above do not necessarily need a "ramp" in this instance. It may be possible to provide an ADA-accessible route across the commercial entrance, provided the grade from SW Tower Park Dr. is not severe, and does not result in vehicles "bottoming-out". The width of this ADA-accessible route should be a minimum of 5 feet.
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|
Corrective Action Required
Please be aware that the ADA-accessible design parameters differ a bit from what is shown on the City of Lee's Summit standard details for ADA-accessible ramps. The City of Lee's Summit standard details, which should not be used on this project, serve a different purpose (i.e., field design, where a right of way permit is obtained by private entities without engineering plans). The design parameters which must be followed in the City of Lee's Summit are listed in Table LS-5 and Table LS-6. There is a maximum cross-slope of 1.5%, and a maximum running slope of 7.5%, and these parameters differ from PROWAG and the City of Lee's Summit standard details. These more stringent design standards allow for construction tolerance.
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|
Corrective Action Required
At a minimum, an 8 inch thick KCMMB commercial entrance is required from the right of way line, to the sawcut on SW Tower Park Dr. Please call-out on the site plan on Sheet C1.
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|
Corrective Action Required
Sheet C2 "Grading": How will the adjacent property to the southwest continue to drain? Will grading be provided to the back of curb to allow for continued drainage from this property? Will off-site grading be required to make this transition? Has the adjacent property owner been contacted concerning this grading?
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Corrective Action Required
Is there a particular reason PEP pipe is specified for storm drainage?
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Corrective Action Required
Sheet C3: Please be specific how the end of pipe to be extended in the future will be plugged and capped.
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|
Corrective Action Required
All Stormwater Profile Sheets: Please show the hydraulic grade line for the design storm event on the profile view. It appears the 100 year storm event was calculated, based on the table in the lower right hand corner.
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|
Corrective Action Required
Sheet C4: Please be specific about the method used to plug and cap the end of the storm line to be extended in the future.
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Corrective Action Required
Sheet C4: It appears an existing fire hydrant was omitted from this sheet near the intersection of SW Tower Park Dr. and SW Longview Blvd. We are showing a fire hydrant located in the northwest corner of this intersection.
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|
Corrective Action Required
Sheet C4: Please reference Sheet C10, detail WAT-11 for the water meter and vault, rather than "...per City of Lee's Summit Water Dept. Requirements".
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|
Corrective Action Required
Sheet C7: A separate curb and gutter detail is required, showing the aggregate base, subgrade stabilization or geogrid extending a minimum of one (1) foot beyond the back of curb. The detail that is provided on this sheet is not accurate in regard to new construction of curb and gutter.
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Corrective Action Required
Sheet C8: The asphaltic concrete typical sections meet our Unified Development Ordinance (UDO). In fact, they exceed our UDO. Please be aware that our inspector shall enforce this design.
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Corrective Action Required
Concerning the Missing Fire Hydrant Comment: Please be aware that the new sidewalk on SW Tower Park Dr. may be in conflict with the location of the existing fire hydrant. Relocation of the fire hydrant may be necessary to meet City standards.
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|
Corrective Action Required
An itemized and sealed Engineer's Estimate of Probable Construction Costs should accompany your final submittal drawings. The Engineering Plan Review and Inspection Fee is based on this estimate, plus a nominal "per trip" fee for the observation and collection of water samples (if required). Items to include in the estimate include: 1) storm lines greater than 6 inches in diameter, 2) stormwater structures, inlets, etc., 3) sanitary sewer lines and extensions, including laterals, 4) fire hydrant relocation, 5) paving, 6) aggregate base course, including the area one (1) foot beyond the back of curb, 6) curb and gutter, 7) subgrade stabilization or geogrid, including the area one (1) foot beyond the back of curb, 8) sidewalk, 9) ADA-accessible ramps in the right of way, 10) KCMMB commercial entrance, 11) sawcuts, 12) grading to establish proper drainage on the site, 13) erosion and sediment control measures and devices, and 14) final restoraton, including sodding, sedding, fertilizer, mulch (do not include trees, shrubs, and ornamentals).
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|
|
Fire Review
|
Corrections
|
07/27/2018
|
07/24/2018
|
|
Jim Eden
|
|
Code Statement
All issues pertaining to life safety and property protection from the hazards of fire, explosion or dangerous conditions in new and existing buildings, structures and premises, and to the safety to fire fighters and emergency responders during emergency operations, shall be in accordance with the 2012 International Fire Code.
|
|
Hydrants
IFC 507.5.1 - Where a portion of the facility or building hereafter constructed or moved into or within the jurisdiction is more than 300 feet from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains shall be provided where required by the fire code official.
Action required: Provide a hydrant plan.
Action required: Provide a hydrant plan.
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Knox Locks
IFC 506.1 - Where access to or within a structure or an area is restricted because of secured openings or where immediate access is necessary for life-saving or fire-fighting purposes, the fire code official is authorized to require a key box to be installed in an approved location. The key box shall be of an approved type listed in accordance with UL 1037, and shall contain keys to gain necessary access as required by the fire code official. 506.1.1 Locks. An approved lock shall be installed on gates or similar barriers when required by the fire code official.
Action required: Provide a Knox box.
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|
|
Traffic Review
|
Approved with Conditions
|
07/27/2018
|
07/23/2018
|
|
Michael Park
|
|
Discussion regarding the timing and requirements for ROW Vacation along Longview Blvd., west side (e.g. private parking area and Sensation simlar to ROW Vacation completed on east side of Longview Blvd).
|
|
|
Building Codes Review
|
No Comments
|
07/27/2018
|
07/19/2018
|
|
Joe Frogge
|
|
|