Review Type |
Outcome |
Est. Completion Date |
Completed |
Engineering Review
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Approved with Conditions
|
04/15/2024
|
04/12/2024
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|
Gene Williams, P.E.
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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)) has been calculated. These must be paid prior to the issuance of an infrastructure permit and/or the final processing of a building permit. $53,306.23
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DE Contact Field Eng. Inspector
Corrective Action Required
Prior to the commencement of any construction activities, the Contractor shall contact Field Engineering Inspections at (816) 969-1200 to coordinate a project coordination meeting with the assigned Field Engineering Inspector.
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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.
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Engineering Review
|
Approved with Conditions
|
10/31/2023
|
10/27/2023
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|
Gene Williams, P.E.
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Corrective Action Required
An itemized and sealed Engineer's Estimate of Probable Construction Costs should be submitted. The Engineering Plan Review and Inspection Fee shall be based upon the accepted cost estimate.
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Building Codes Review
|
No Comments
|
10/31/2023
|
10/24/2023
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|
Mike Weisenborn
|
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Traffic Review
|
No Comments
|
10/31/2023
|
10/24/2023
|
|
Mike Weisenborn
|
|
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Fire Review
|
Approved with Conditions
|
10/31/2023
|
10/24/2023
|
|
Mike Weisenborn
|
|
Hydrants
Corrective Action Required
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.
Additional hydrants may be required to meet this requirement for the bulidings being built.
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Planning Review
|
No Comments
|
10/31/2023
|
10/24/2023
|
|
Mike Weisenborn
|
|
|
Planning Review
|
No Comments
|
10/02/2023
|
10/03/2023
|
|
Hector Soto Jr.
|
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Traffic Review
|
No Comments
|
10/02/2023
|
10/02/2023
|
|
Erin Ralovo
|
|
|
Engineering Review
|
Corrections
|
10/02/2023
|
10/02/2023
|
|
Gene Williams, P.E.
|
|
Corrective Action Required
Please see comments related to the plat and engineering plans for public improvements. During a recent Zoom meeting, there was discussion of a residential subdivision to the west of the detention basin. It is unclear how this new residential subdivision will be served by public street, public water, and other public utillities. It would appear a meeting should be scheduled to discuss, as this area may be landlocked if the Final Development Plan were to be constructed as shown.
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Corrective Action Required
A 12 inch private water main is shown for a portion of the project, but it does not appear this will be sufficiient to serve the entire development. Why was the 12 inch only shown along Treilsedge Blvd. and not elsewhere throughout the development? It would appear the 12 inch line should be extended at a minimum from the end of Trailsedge Blvd. to the east, to complete the loop to Douglas St.? Please evaluate and revise if appropriate.
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Corrective Action Required
The generic joint spacing and intersection detail (i.e., Sheet C230) is a good start, but callouts should be shown on the plan view showing the general location of these joints. Special attention should be given to the intersection and turning circle plans. Please revise as appropriate.
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Fire Review
|
Approved with Conditions
|
10/02/2023
|
09/26/2023
|
|
Jim Eden
|
|
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.
Additional hydrants may be required to meet this requirement for the bulidings being built.
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Building Codes Review
|
No Comments
|
10/02/2023
|
09/25/2023
|
|
Scott Ready
|
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Planning Review
|
Corrections
|
08/04/2023
|
08/04/2023
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|
Hector Soto Jr.
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|
Corrective Action Required
APPLICATION SCOPE. Please clarify the scope and intent of the final development plan submittal. It appears that the scope of the plan set submittal is limited to approval of infrastructure improvements only. The submittal doesn't include any individual lot improvements (e.g. parking lot, landscaping, architecture, etc.)
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Corrective Action Required
PRIVATE STREETS.
- The name of Crossing Blvd cannot be allowed under the City's street name policy because "Crossing" is a valid street suffix in the city. Valid suffixes shall not be used as part of a street name. A new street name shall be proposed for approval.
- Staff will need to confer with the Fire Department that the proposed Alura Way will be an acceptable street name for the entire length across the development as shown on the plans. Typically, a 90-degree turn in direction, as shown east of the intersection with Discovery Ave, requires a different street name. Asst. Fire Chief Eden is out of the office until 8/8. Further information will be given at that time regarding the name.
- The Road Plan on Sheet C204 labels Alura Way and Discovery Ave as having 64' and 99.65' of R/W width, respectively. Remove the "R/W" from this dimension label since these streets will be private as opposed to public right-of-way.
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Corrective Action Required
MONUMENT SIGNS. Sign permits shall be required for each individual monument sign under separate application prior to their construction.
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Engineering Review
|
Corrections
|
08/04/2023
|
08/04/2023
|
|
Gene Williams, P.E.
|
|
Corrective Action Required
Will an 8 inch private main be sufficient to serve the development? Please provide information concerning the building type and use to determine the fire flow requirements. There is the possibility that a 12 inch interior private main is required rather than an 8 inch.
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Corrective Action Required
Comments on the public water main are forthcoming, and there may be significant changes and revisions required based on these comments.
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Corrective Action Required
Typically on a Final Development Plan, the detention basin (i.e., in this case a detention basin with a permanent pool) is detailed. I did not see any details concerning the detention basin within these plans, but did see the plans within the Mass Grading and Erosion and Sediment Control plans. The following items are needed for the detention basin plan sheet(s): 1. top of dam elevation., 2) emergency spillway elevation, 3) all weir and orifice elevations that are part of the outlet structure, 4) 100 year nominal (i.e., design) storage volume, 5) bottom of basin elevation, 6) bottom of basin slope callouts, which may be less than 2% to achieve water quality objectives (i.e., we have seen as little as 0.5% in some instances to achieve water quality objectives or in this case zero slope since this is a permanent pool detention basin), 7) 100 year nominal (i.e., design) water surface elevation (WSE), 8) 100 year clogged/zero available storage WSE, 9) graphical limits of the 100 year clogged/zero available storage WSE (i.e., shown on the plan view with callouts), along with dimensional callouts from property lines and buildings to ensure a minimum 20 foot setback, 10) typical section view of the outlet works and dam, along with elevation callouts for the 100 year nominal and 100 year clogged/zero available storage to ensure there is a minimum 0.5 feet freeboard between the nominal condition and the crest of the emergency spillway, and a minimum 1.0 feet from the clogged condition/zero available storage and the top of dam, 11) location and callouts showing the emergency spillway, and a clear path that is not directed towards buildings or other other vulnerable features.
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Corrective Action Required
In regard to the above comment, the Mass Grading and Erosion and Sediment Control Plans include details on the detention basin. Suggest adding notes to the Final Development Plan referencing these plans.
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Fire Review
|
Approved with Conditions
|
08/04/2023
|
07/27/2023
|
|
Jim Eden
|
|
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.
Additional hydrants may be required to meet this requirement for the bulidings being built.
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FDC
IFC 903.3.7 - Fire department connections. The location of fire department connections shall be approved by the fire code official. Connections shall be a 4 inch Storz type fitting and located within 100 feet of a fire hydrant, or as approved by the code official.
Additional hydrants may be required to meet this requirement for the buildings being built.
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No storage of combustible construction materials or combustible vertical construction may occur unless the roads and base asphalt of required fire access are installed along with required fire hydrants.
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Building Codes Review
|
No Comments
|
08/04/2023
|
07/26/2023
|
|
Joe Frogge
|
|
|
Traffic Review
|
Corrections
|
08/04/2023
|
07/26/2023
|
|
Erin Ralovo
|
|
Any plantings in the islands should be low so as not to impact sight distance lines at the intersections and roundabouts.
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Corrective Action Required
Centerline stripe on Crossing Blvd should be yellow and not white.
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