Planning Application Status

PL2015118




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Summary
PL2015118
WATER UTILITIES FACILTY
City Final Development Plan
City Final Development Plan
Approved
08/06/2015
THE CITY OF LEES SUMMIT
NEW WATER UTILITIES OPERATIONS FACILITY
Locations
Contacts
JEFF THORN - CITY OF LEE'S SUMMIT WATER UTILITIES DEPARTMENT, Phone:(816) 969-1922  
THE CITY OF LEES SUMMIT, Address:220 SE GREEN ST  
HDR ENGINEERING, INC, Address:P O BOX 80600, Phone:(317) 596-3260  
Reviews
Review Type Outcome Est. Completion Date Completed
Planning Review No Comments 06/21/2016 08/23/2016
Hector Soto Jr.
Fire Review Approved with Conditions 06/21/2016 06/20/2016
Jim Eden
Code Statement
Corrective Action Required
06/15/2016

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. For information only.
FDC
Corrective Action Required
06/15/2016

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. Action required: Locate the horn/strobe over the FDC.
Engineering Review Approved with Conditions 06/21/2016 06/17/2016
Karen Quackenbush
DE Engineers Estimate
Corrective Action Required
06/15/2016

The Engineer’s Estimate of Probable Construction Costs has been accepted for this project, and the Public Works Review and Inspection Fee of $35,626.10 (which is based on 3% of the total infrastructure cost plus a water test inspection fee) must be paid prior to the issuance of an infrastructure permit and/or the final processing of a building permit from the Codes Administration Department.
DE Contact Field Eng. Inspector
Corrective Action Required
06/15/2016

Contact Public Works Inspections at (816) 969-1800 at least 48 hours prior to the onset of construction.
PW Public Improvements TIFF CD's (DELETE)
Corrective Action Required
06/15/2016

Any public improvements will require two (2) CD ROMs with the plans in TIFF format. This includes the public portion of the plans shown within the Final Development Plan (i.e., we will not require a separate engineering plan submittal if this is performed).
PW Submit Land Disturbance (DELETE)
Corrective Action Required
06/15/2016

If ground breaking will take place prior to issuance of a building permit, pleaswe submit a Land Disturbance Permit application and the required attachments to the Erosion Control Specialist.
Traffic Review No Comments 06/21/2016 06/16/2016
Michael Park
Engineering Review Approved with Conditions 05/13/2016 05/23/2016
Gene Williams, P.E.
DE Engineers Estimate
Corrective Action Required
05/23/2016

The Engineer’s Estimate of Probable Construction Costs has been accepted for this project, and the Public Works Review and Inspection Fee of $35,626.10 (which is based on 3% of the total infrastructure cost plus a water test inspection fee) must be paid prior to the issuance of an infrastructure permit and/or the final processing of a building permit from the Codes Administration Department.
DE Contact Field Eng. Inspector
Corrective Action Required
05/23/2016

Contact Public Works Inspections at (816) 969-1800 at least 48 hours prior to the onset of construction.
PW Public Improvements TIFF CD's (DELETE)
Corrective Action Required
05/23/2016

Any public improvements will require two (2) CD ROMs with the plans in TIFF format. This includes the public portion of the plans shown within the Final Development Plan (i.e., we will not require a separate engineering plan submittal if this is performed).
PW Submit Land Disturbance (DELETE)
Corrective Action Required
05/23/2016

If ground breaking will take place prior to issuance of a building permit, pleaswe submit a Land Disturbance Permit application and the required attachments to the Erosion Control Specialist.
Planning Review Approved with Conditions 05/13/2016 05/13/2016
Hector Soto Jr.
Corrective Action Required
05/13/2016

PLAT. The associated minor plat shall be approved and recorded prior to the issuance of any building permit. One paper and one mylar copy of the recorded plat shall be returned to Planning and Codes Administration Department for our files.
Corrective Action Required
05/13/2016

ENCLOSURE GATES. It isn't clear from the elevations provided for the chiller screen wall and the elevations provided for the generator/trash screen wall the double swing gates are solid, opaque gates or if they are open-style bar gates. The UDO requires the enclosure gates to be solid, opaque steel gates painted a color that is compatible with the enclosure walls or building it serves. If the gates depicted on the elevations are solid, opaque steel gates in compliance with UDO requirements, a simple e-mail to this effect can be sent to me to address this comment. If the gates do not meet UDO requirements, the two affected sheets shall be revised and adequately labeled to indicate compliance with the UDO. Two copies of each revised sheet shall be re-submitted.
Fire Review Approved with Conditions 05/13/2016 05/05/2016
Jim Eden
Code Statement
Corrective Action Required
05/05/2016

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. For information only.
FDC
Corrective Action Required
05/05/2016

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. The FDC was not shown on the plans, but the location has been addressed with HDR on previous submittal's.
Traffic Review Approved with Conditions 05/13/2016 04/29/2016
Michael Park
Corrective Action Required
04/29/2016

Recommend a place for vehicles to turn around east of the gate along the north driveway (e.g. "hammerhead" or "bulb"). In the event the gate is closed and unwanted traffic enters the driveway, accommodation to turn around should be provided.
Planning Review Corrections 08/20/2015 08/21/2015
Hector Soto Jr.
Corrective Action Required
08/21/2015

PLAT. The property is required to be platted prior to the issuance of any building permit. The property may be platted via a minor plat if no ROW is proposed to be dedicated as part of the plat. The dedication of ROW via a plat will require the submittal and approval of both a preliminary plat and final plat.
Corrective Action Required
08/21/2015

RIGHT-OF-WAY. Has the ROW for the future Browning St extension along the north property line already been dedicated? It isn't clear on the plans if the ROW called out on the plans is existing or future.
Corrective Action Required
08/21/2015

HANDICAP SIGNAGE. Revise the sign detail on Sheet C502 to that of sign R7-8 in the MUTCD, which is white background, green letters, green border and blue symbol.
Corrective Action Required
08/21/2015

LANDSCAPING. - To meet the street frontage shrub requirement, a minimum of 26 shrubs are required along the Hamblen Rd frontage. The shrubs may be clustered along the frontage similar to the trees. - The minimum required tree size at the time of planting is 3" caliper for deciduous trees. The minimum required tree size at the time of planting is 8' for coniferous trees. The minimum required shrub size at the time of planting is 2 gallon.
Corrective Action Required
08/21/2015

BUILDING ELEVATIONS. - Label the proposed colors for all exterior building materials, including the roof. - For clarification, label the architectural glass used on the north, south and east elevations. - Provide an elevation for the covered parking structure. It is staff's understanding that the north end will have a wall of some nature that will provide some screening and protection for the generator and trash dumpster.
Corrective Action Required
08/21/2015

MONUMENT SIGN. Approval of the final development plan (FDP) does not constitute approval of the monument sign shown on Sheet 10A203. Approval of the monument sign requires submittal of a separate sign permit application and payment of $100 fee. The sign as shown does comply with all requirements for a monument sign in the PI zoning district.
Corrective Action Required
08/21/2015

PARKING LOT SIGNAGE. It is suggested that the parking area in front of the public building entrance have arrows painted on the pavement and/or signs posted at the entrance and exit to clearly identify it as one-way only. This is not a requirement, but rather a suggestion.
Corrective Action Required
08/21/2015

MECHANICAL EQUIPMENT. Show the location of all proposed ground- and roof-mounted mechanical equipment on the site plan or building elevations, as is appropriate. The plans shall indicate the method to be used to totally screen the equipment from view. Ground-mounted equipment shall be screened using evergreen landscaping or masonry walls at least equal in height to the equipment. Roof-mounted equipment shall be screened by using parapet walls of a height at least equal to that of the equipment.
Corrective Action Required
08/21/2015

TRASH ENCLOSURE. Provide additional detail to show how the trash dumpster will be screened from view from the future Browning Street extension and the adjacent Sutton Trucking property. Dumpsters are required to be totally screened from view from off the property.
Engineering Review Corrections 08/20/2015 08/20/2015
Gene Williams, P.E.
Corrective Action Required
08/20/2015

Sheet OOC106: Would it be possible to provide the permanent pool elevation within the retention pond?
Corrective Action Required
08/20/2015

Sheet OOC108: Concrete encasement is shown at the southern commercial entrance over the existing public sanitary sewer line. What will be the final cover over the sanitary sewer without the encasement? Is this the reason for the concrete encasement?
Corrective Action Required
08/20/2015

Please provide a separate plan set for the public improvements (i.e., the street and traffic improvements, the water line relocation, sanitary sewer modifications, and any drainage modifications or improvements).
Corrective Action Required
08/20/2015

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, and calculated at 3% of the total, plus a $100 per trip water test observation fee. Items to include in the estimate are: 1) grading on the site to establish proper drainage, 2) detention basin construction, 3) stormwater lines greater than 6" diameter, 4) stormwater structures, 5) water lines greater than 2" diameter, 6) fire hydrants, 7) valves, valve boxes, valve box covers, 8) thrust blocks, 9) backflow vault and backflow assembly, 10) private KCMMB entrance, 11) ADA-accessible ramps, 12) public sidewalks, 13) grading for parking lot, 14) subgrade preoparation, inicluding the area one (1) foot beyond the back of curb, 15) pavement (public and private), 16) curb and gutter (public and private), 17) sanitary sewer modifications, 18) wye connection to the sanitary sewer, 19) erosion and sediment control devices, and 20) final restoration, including seeding, sodding, fertilizer, mulch, and topsoil.
Fire Review Corrections 08/20/2015 08/12/2015
Jim Eden
Code Statement
Corrective Action Required
08/12/2015

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 .
Misc.
Corrective Action Required
08/17/2015

2012 IFC 2306.2.3 Above-ground tanks located outside, above grade. Above-ground tanks shall not be used for the storage of Class I, II or III liquid motor fuels, except as provided by this section. 1. Above-ground tanks used for outside, above-grade storage of Class I liquids shall be listed and labeled as protected above-ground tanks in accordance with UL 2085 and shall be in accordance with Chapter 57. Such tanks shall be located in accordance with Table 2306.2.3. 2. Above-ground tanks used for outside, above-grade storage of Class II or IIIA liquids shall be listed and labeled as protected above-ground tanks in accordance with UL 2085 and shall be installed in accordance with Chapter 57. Tank locations shall be in accordance with Table 2306.2.3. Exception: Other above-ground tanks that comply with Chapter 57 where approved by the fire code official. 3. Tanks containing fuels shall not exceed 12,000 gallons (45 420 L) in individual capacity or 48,000 gallons (181 680 L) in aggregate capacity. Installations with the maximum allowable aggregate capacity shall be separated from other such installations by not less than 100 feet (30 480 mm). 4.Tanks located at farms, construction projects, or rural areas shall comply with Section 5706.2. 5. Above-ground tanks used for outside above-grade storage of Class IIIB liquid motor fuel shall be listed and labeled in accordance with UL 142 or listed and labeled as protected above-ground tanks in accordance with UL 2085 and shall be installed in accordance with Chapter 57. Tank locations shall be in accordance with Table 2306.2.3. Action required: All fuel storage tanks shall be UL 2085 listed aboveground storage tanks. All other fueling appurtenances shall be in accordance with IFC Chapter 23.
Knox Locks
Corrective Action Required
08/12/2015

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: a Knox box is required on the building and a Knox key switch on the gate.
Misc.
Partial Correction
08/17/2015

The building is required to be provided with an automatic fire sprinkler system. The plans do not show a main going to a riser in the building, or an FDC within 100 feet of a fire hydrant. Action required: Show the water main to the fire sprinkler system and the FDC. August 17, 2015- Additional drawings provided by HDR show the fire main coming into the building and an additional hydrant. The FDC is shown on the front of the building more than the maximum 100 feet from a fire hydrant. Relocate the hydrant to the rear of the building where the fire main comes into the building for the sprinkler system.
Hazmat
Corrective Action Required
08/12/2015

IFC 105.6.20- A Hazardous materials permit is required for the using, dispensing, transporting, handling, and/or storing of extremely hazardous substances. “Extremely Hazardous Substances (EHS) Facilities” are defined as facilities subject to the provisions of Superfund Amendments and Reauthorization Act of 1986 (SARA TITLE III), Section 302, for storing, dispensing, using, or handling of listed chemicals in excess of their threshold planning quantities (TPQ). See amended Section 5001.4 of the 2012 International Fire Code. Action required: Complete a Hazardous Materials Application and include specifications for all storage and dispencing systems and product SDS's for review.
Fire Lanes
Corrective Action Required
08/12/2015

IFC 503.2.1 - Fire apparatus access roads shall have an unobstructed width of not less than 20 feet (6096 mm), exclusive of shoulders, except for approved security gates in accordance with Section 503.6, and an unobstructed vertical clearance of not less than 13 feet 6 inches (4115 mm). Action required: Fire lane access to hydrants and the FDC shall be posted "No Parking Fire Lane".
Traffic Review Corrections 08/20/2015 08/11/2015
Michael Park
Corrective Action Required
08/11/2015

Consider a place for vehicles to turn around east of the gate along the north driveway (e.g. "hammerhead").
Fees
Paid Fees Amount Paid Owing Date Paid
9110077-Final Development Plan fee $1,000.00 $1,000.00 Paid 09/28/2015
Outstanding Fees Amount Paid Owing Date Paid
No outstanding fees.


$0.00
Hearings
Title Location Date Time
Documents & Images
Date Uploaded File Type Document Name
05/23/2016 Letter Applicant Letter - FDP (DFDP)
08/23/2016 Plans 12 Pre-Clearing Erosion and Sediment Control Plan
08/23/2016 Plans 13 Temporary Sediment Basin Plan
08/23/2016 Plans 14 Inactive Stabilization Erosion and Sediment Control Plan
08/23/2016 Plans 15 Final Restoration Erosion and Sediment Control Plan
08/23/2016 Plans 16 Civil Details - pavement
08/23/2016 Plans 17 Civil Details - pavement and parking
08/23/2016 Plans 18 Civil Details - storm
08/23/2016 Plans 19 Civil Detailstif
08/23/2016 Plans 20 Civil Details
08/23/2016 Plans 21 Civil Details
08/23/2016 Plans 22 Civil Details - storm and retaining wall
08/23/2016 Plans 23 Civil Details - water and fencing
08/23/2016 Plans 24 Civil Details
08/23/2016 Plans 25 Civil Details
08/23/2016 Plans 11 Hamblen Road Plan
08/23/2016 Plans 10 Utility Plan
08/23/2016 Plans 09 Storm Sewer Profiles
08/23/2016 Plans 08 Grading Drainage Plan
08/23/2016 Plans 07 Site Coordinate Data
08/23/2016 Plans 06 Site Dimension Plan (3 of 3)
08/23/2016 Plans 05 Site Dimension Plan (2 of 3)
08/23/2016 Plans 04 Site Dimension Plan (1 of 3)
08/23/2016 Plans 03 Site Plan
08/23/2016 Plans 02 Demolition Plan
08/23/2016 Plans 01 Survey Plan
08/23/2016 Plans 26 Civil Details
08/23/2016 Engineer Report/Study LSWU Storm Report
08/23/2016 Engineer Report/Study LSWU Sewer Report
08/19/2016 Updated Fee WorksheetUpdatedDevCenter
06/15/2016 Letter Resubmittal Routing Sheet - FDP
05/25/2016 Fee WorksheetUpdatedDevCenter
04/25/2016 Letter Routing Sheet - FDP
09/28/2015 Receipt Receipt for transaction: 2015-005537
08/21/2015 Letter Applicant Letter - FDP (DFDP)
08/13/2015 Letter Routing Sheet - FDP
08/06/2015 Letter Routing Sheet - FDP
01/14/2017 Letter Applicant Letter - FDP (DFDP)
04/06/2023 Accepted Record Drawings Water Utility Facilities Accepted Record Drawing
02/07/2018 Letter Water Utilities Operations Building Sidewalk Commitment Letter
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