Lee's Summit

DE Engineers Estimate

The Engineer’s Estimate of Probable Construction Costs has been accepted for this project, and the Public Works Review and Inspection Fee of $22,687.81 (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 Department.

DE Contact Field Eng. Inspector

Contact Public Works Inspections at (816) 969-1800 at least 48 hours prior to the onset of construction.

DE Contact ROW Inspector

Contact a Right-of-Way Inspector at (816) 969-1800 prior to any land disturbance within the right-of-way. These activities may require a permit.

DE Future Repair Work

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.

PW Submit Land Disturbance (DELETE)

Submit a Land Disturbance Permit application and the required attachments to the Erosion Control Specialist prior to any land disturbance activities that are to occur prior to obtaining a building permit from the Codes Department. Approval of these plans does not constitute approval of the erosion control plan. Contact Barton Reese at (816) 969-1800 for new land disturbance permitting details.

Code Statement

Fire Department- All building and life safety issues shall comply with the 2012 International Fire Code (IFC) and local amendments as adopted by the City of Lee’s Summit. The 2012 Edition of the IFC is the adopted code for the City of Lee's Summit effective January 1, 2014.

Fire Lanes

Fire Department- IFC 503.2.1 Fire apparatus access roads shall have an unobstructed width of not less than 20 feet (6096 mm), 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). The canopies over the fire lanes shall be a minimum of 13 feet 6 inches in heigth. Confirmed during Building Permit Plan review.

Marking

Fire Department- IFC 505.3 Where required by the fire code official, approved signs or other approved notices shall be provided for fire apparatus access roads to identify such roads or prohibit the obstruction thereof. Signs or notices shall be maintained in a clean and legible condition at all times and be replaced or repaired when necessary to provide adequate visibility. Signage shall be provided.

Code Statement

Fire Department- All building and life safety issues shall comply with the 2012 International Fire Code (IFC) and local amendments as adopted by the City of Lee’s Summit. The 2012 Edition of the IFC is the adopted code for the City of Lee's Summit effective January 1, 2014.

Fire Lanes

Fire Department- IFC 503.2.1 Fire apparatus access roads shall have an unobstructed width of not less than 20 feet (6096 mm), 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). The canopies over the fire lanes shall be a minimum of 13 feet 6 inches in heigth. Confirmed during Building Permit Plan review.

Marking

Fire Department- IFC 505.3 Where required by the fire code official, approved signs or other approved notices shall be provided for fire apparatus access roads to identify such roads or prohibit the obstruction thereof. Signs or notices shall be maintained in a clean and legible condition at all times and be replaced or repaired when necessary to provide adequate visibility. Signage shall be provided.

DEVELOPMENT AGREEMENT. No building permits shall be issued for any structure in the development until documentation is provided to the Planning and Codes Administration Department that the executed development agreement has been recorded in the Jackson County Recorder's Office.

VACATION OF EASEMENT. Two easements on the property are currently going through the process of being vacated. No building permits for any structure in the development shall be issued until documentation is provided to the Planning and Codes Administration Department that the ordinance vacating the easements has been recorded in the Jackson County Recorder's Office.

MINOR PLAT. No building permits shall be issued for any building in the development until the minor plat is approved and the approved minor plat has been recorded in the Jackson County Recorder's Office.

LIGHTING PLAN. Because this project abuts residential property, a photometric plan providing the as-constructed lighting levels shall be provided to the Department of Planning and Development prior to the issuance of a Final Certificate of Occupancy. The as-constructed photometric plan shall indicate the foot-candle levels on a 10' x 10' grid. This comment is provided to bring to your attention a piece of information required to be provided at the time that a Final Certificate of Occupancy is sought.

DE Engineers Estimate

The Engineer’s Estimate of Probable Construction Costs has been accepted for this project, and the Public Works Review and Inspection Fee of $22,687.81 (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 Department.

DE Contact Field Eng. Inspector

Contact Public Works Inspections at (816) 969-1800 at least 48 hours prior to the onset of construction.

DE Contact ROW Inspector

Contact a Right-of-Way Inspector at (816) 969-1800 prior to any land disturbance within the right-of-way. These activities may require a permit.

DE Future Repair Work

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.

PW Submit Land Disturbance (DELETE)

Submit a Land Disturbance Permit application and the required attachments to the Erosion Control Specialist prior to any land disturbance activities that are to occur prior to obtaining a building permit from the Codes Department. Approval of these plans does not constitute approval of the erosion control plan. Contact Barton Reese at (816) 969-1800 for new land disturbance permitting details.

Code Statement

Fire Department- All building and life safety issues shall comply with the 2012 International Fire Code (IFC) and local amendments as adopted by the City of Lee’s Summit. The 2012 Edition of the IFC is the adopted code for the City of Lee's Summit effective January 1, 2014.

Fire Lanes

Fire Department- IFC 503.2.1 Fire apparatus access roads shall have an unobstructed width of not less than 20 feet (6096 mm), 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). The canopies over the fire lanes shall be a minimum of 13 feet 6 inches in heigth. Confirmed during Building Permit Plan review.

Marking

Fire Department- IFC 505.3 Where required by the fire code official, approved signs or other approved notices shall be provided for fire apparatus access roads to identify such roads or prohibit the obstruction thereof. Signs or notices shall be maintained in a clean and legible condition at all times and be replaced or repaired when necessary to provide adequate visibility. Signage shall be provided.

The previous submittal on Jan. 17, 2014 for Sheet C.303 was illegible, and the following comments pertain to this resubmittal: JB-8-1 is called out on the plan view. The profile view of JB-8-1 is called out as a 6'x7' junction box. The section view calls out JB-1-1 rather than JB-8-1. In addition, the section view calls out this junction box as 4'x6'. Is the existing junction box being removed and replaced with a smaller box? If so, why does the plan view not indicate this? The note at the bottom states "junction box shall be built to City standards" which would imply the box is being removed and replaced.

The previous submittal on Jan. 17, 2014 for Sheet C.303 was illegible, and the following comments pertain to this resubmittal: The section view of junction box JB-1-1 calls out elevations which are impossible to construct since they are approximately 300 feet lower than the prevailing surface elevations. In addition, the elevations called out on the section view do not match that shown within the "Micro Storm Water Drainage Study" dated 11/22/13.

The "Micro Storm Water Drainage Study" dated 11/22/13 calls out a multi-stage outlet structure on page 9 of the ALBC Detention Culvert/Orifice Structure table. The elements of this multi-stage structure do not appear to match what is shown on Sheet C.303. For instance, B and C culverts are called-out as 18" and 30" respectively, and the weir is called out with a 50 foot length. It would appear that the proposed outlet structure is composed of a 21" culvert and a weir of 3 feet length with no intermediate stage. In addition, a 36" outlet pipe is proposed, but the study shows culvert A as a 48" pipe. Please provide calculations which reflect actual proposed conditions.

Sheet C.205 was missing from the submittal dated Jan. 17, 2014, and the following comments pertain to the most recent resubmittal: It appears the bottom of the detention basin in approximately 1020.0 feet. The "Micro Storm Water Drainage Study" dated 11/22/13 shows the bottom of the basin at 1017.0 which would skew the calculated volume of the basin upward. Please revise the report to reflect actual proposed conditions.

Sheet C.205 (which was missing from the original submittal dated Jan. 17, 2014): Please show a trenching detail for the perforated drain pipe which is being daylighted to the area of dense trees shown on the plans. Thin-walled perforated pipe will require certain measures to be taken to ensure the pipe will not collapse under the weight of earth. It is recommended that granular backfill be used for an area 6" minimum around the pipe or as otherwise specified by the pipe manufacturer.

Sheet C.300: The plan view shows a modified junction box JB-7-1, but this does not appear to coincide with the label shown on Sheet C.303.

Sheet C.302: As previously discussed in our applicant letter dated January 28, 2014, there were numerous drafting errors and type font errors which made many of the plan sheets illegible. Please see the storm line between curb inlet 1-8 and curb inlet 1-6. The storm line appears to be missing, and there is a peculiar circular-shaped object near curb inlet 1-7.

Sheet C.500: Only one valve is necessary on the main rather than "...on all legs". Please revise the note, and show the specific location of the valve. It would appear the best location would be the north side of the tee.

Sheet C.500: There is a note stating "...connect to existing water valve", but it is unclear where the fire hydrant is being moved to. If the fire hydrant is being utilized in the same general location, it must be offset from the private fire main in the same manner as a public fire hydrant (i.e., it cannot be "in-line").

Sheet C.500: The new private fire hydrant near the fire department connection is shown "in-line". This fire hydrant should be offset in the same manner as a public fire hydrant.

Sheet C.501: The storm line crossing should be shown on the profile view of the fire line in the vicinity of station 9+15.

Sheet C.502: The profile view of water line 3 should be revised to reflect what happens after the fire hydrant is installed (i.e., it should be revised to show the fire line all the way to the fire department connection). As previously discussed, the fire hydrant should be placed offset from the private fire main. It cannot remain "in-line".

Sheet C.602: Please delete the fire hydrant and gate valve details since they do not reflect City standards. It is not necessary to include them within the Final Development Plan.

As previously discussed in the comment letter dated Jan. 28, 2014, Public Works is reviewing the Public Street Improvements Plans submitted on Jan. 17, 2014. Comments are due on these plans by February 11, 2014. Please be advised that changes to the geometry of the improvements will necesitate revisions to the Final Development Plan.

The half size set included numerous type font errors on Sheet C.303 which were not evident on the full size sets. There were numerous square symbols similar to the previous submittal which rendered this set illegible.

The "Engineering Cost Estimate" dated Feb. 3, 2014 appears to be missing the following items: 1) grading for parking lot, 2) valve boxes and covers, 3) detention basin grading, 4) sodding (i.e., as required by Planning), 5) street repair for sanitary, 6) street repair for fire line, 7) street repair for domestic water, 8) backflow vault, 9) backflow prevention assembly, 10) meter vault, 11) sidewalk, 12) grading and compaction for public street improvements, 13) infiltration trench construction, 14) infiltration trench drainage to daylight construction, 15) mulching, turf reinforcement mat, and fertilizer as required to establish seeding.

The "Engineering Cost Estimate" dated Feb. 3, 2014 appeared to be low on the following items as based on previous submittals for similar scope of work: 1) modification to outlet structure, 2) 36" HDPE flared end section and toe wall.

DEVELOPMENT AGREEMENT. A condition of the preliminary development plan approval for this project is that the developer shall execute a mutually satisfactory development agreement, which addresses at a minimum, the road improvements recommended in the Transportation Impact Analysis form dated June 28, 2013, that was prepared by Michael Park (City Traffic Engineer). No building permits shall be issued for any structure in the development until written proof is provided to the Planning and Codes Administration Department that the development agreement has been recorded in the Jackson County Recorder's Office.

VACATION OF EASEMENT. An application was recently submitted for the U-shaped 7.5' utility easement along Persels Road that is required to be vacated prior to the approval of the final development plan and issuance of any building permit. However, an upside-down L-shaped 20'/15'-wide utility easement adjacent to the U-shaped easement referenced above also conflicts with the proposed building location and as a result shall also be vacated prior to final development plan approval and building permit issuance. Both easements can be vacated as part of the same application. Submit an exhibit and legal description for the L-shaped easement to be vacated. Please see the accompanying copy of the easement for your reference.

LIGHTING PLAN. Because this project abuts residential property, a photometric plan providing the as-constructed lighting levels shall be provided to the Department of Planning and Development prior to the issuance of a Final Certificate of Occupancy. The as-constructed photometric plan shall indicate the foot-candle levels on a 10' x 10' grid. This comment is provided to bring to your attention a piece of information required to be provided at the time that a Final Certificate of Occupancy is sought.

MINOR PLAT. The minor plat for the subject shall be approved, recorded with the County and the necessary number of recorded copies of the plat shall be returned to the City prior to the issuance of any building permits. Please see the staff comments sent via separate e-mail.

Code Statement

Fire Department- All building and life safety issues shall comply with the 2012 International Fire Code (IFC) and local amendments as adopted by the City of Lee’s Summit. The 2012 Edition of the IFC is the adopted code for the City of Lee's Summit effective January 1, 2014.

Fire Lanes

Fire Department- IFC 503.2.1 Fire apparatus access roads shall have an unobstructed width of not less than 20 feet (6096 mm), 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). The canopies over the fire lanes shall be a minimum of 13 feet 6 inches in heigth. Confirmed during Building Permit Plan review.

Marking

Fire Department- IFC 505.3 Where required by the fire code official, approved signs or other approved notices shall be provided for fire apparatus access roads to identify such roads or prohibit the obstruction thereof. Signs or notices shall be maintained in a clean and legible condition at all times and be replaced or repaired when necessary to provide adequate visibility. Signage shall be provided.

Misc.

C102.1 Fire hydrant locations. Fire hydrants shall be provided along required fire apparatus access roads and adjacent public streets. Now that the fire lanes have been indicated, the hydrant at Sta5+06.41 needs to be extended out on the island closer to the fire lane, or post that area as a fire lane to prevent access to the hydrant from being obstructed.. Confirmed at Building Permit plan review.

Code Statement

Fire Department- All building and life safety issues shall comply with the 2012 International Fire Code (IFC) and local amendments as adopted by the City of Lee’s Summit. The 2012 Edition of the IFC is the adopted code for the City of Lee's Summit effective January 1, 2014.

Fire Lanes

Fire Department- IFC 503.2.1 Fire apparatus access roads shall have an unobstructed width of not less than 20 feet (6096 mm), 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). The canopies over the fire lanes shall be a minimum of 13 feet 6 inches in heigth. Confirmed during Building Permit Plan review.

Marking

Fire Department- IFC 505.3 Where required by the fire code official, approved signs or other approved notices shall be provided for fire apparatus access roads to identify such roads or prohibit the obstruction thereof. Signs or notices shall be maintained in a clean and legible condition at all times and be replaced or repaired when necessary to provide adequate visibility. Signage shall be provided.

Misc.

C102.1 Fire hydrant locations. Fire hydrants shall be provided along required fire apparatus access roads and adjacent public streets. Now that the fire lanes have been indicated, the hydrant at Sta5+06.41 needs to be extended out on the island closer to the fire lane, or post that area as a fire lane to prevent access to the hydrant from being obstructed.. Confirmed at Building Permit plan review.

DEVELOPMENT AGREEMENT. A condition of the preliminary development plan approval for this project is that the developer shall execute a mutually satisfactory development agreement, which addresses at a minimum, the road improvements recommended in the Transportation Impact Analysis form dated June 28, 2013, that was prepared by Michael Park (City Traffic Engineer). No building permits shall be issued for any structure in the development until written proof is provided to the City that the development agreement has been recorded in the Jackson County Recorder's Office.

VACATION OF EASEMENT. - A condition of the preliminary development plan approval for this project is that a vacation of easement application be filed, approved and recorded with the County to vacate the U-shaped 7.5' utility along Persels Road prior to the approval of the final development plan and issuance of any building permit. - An upside-down L-shaped 20'-wide utility easement adjacent to the U-shaped easement referenced above also conflicts with the proposed building location and as a result shall also be vacated prior to final development plan approval and building permit issuance. Both easements can be vacated as part of the same application.

LIGHTING PLAN. Because this project abuts residential property, a photometric plan providing the as-constructed lighting levels shall be provided to the Department of Planning and Development prior to the issuance of a Final Certificate of Occupancy. The as-constructed photometric plan shall indicate the foot-candle levels on a 10' x 10' grid.

PAVEMENT THICKNESS. The proposed light asphaltic concrete pavement thickness detail does not comply with the standard under Section 12.120.F.1 of the UDO. The 4" base shall be increased to 5".

SCALE. The scale bar and the labeled scale at the upper right corner of Sheet C.305 (Storm Sewer Plan) are incorrectly shown as a 30' scale. The correct scale is 50'.

MINOR PLAT. The minor plat for the subject shall be approved, recorded with the County and the necessary number of recorded copies of the plat shall be returned to the City prior to the issuance of any building permits.

A note must be added to the plan set stating that "...all construction shall follow the City of Lee's Summit Design and Construction Manual as adopted by Ordinance 5813". The response to comment letter dated January 15, 2014 indicated this had been corrected, but it appears it has not.

The response to comment letter dated January 15, 2014 references a Sheet C.205. The index also references a Sheet C.205. No such sheet was found in the submittal package.

Rip rap is shown at the end of pipe within the detention basin, but there is another feature which extends across the detention basin embankment with a different symbol. This feature is unknown and the symbol for it is not given within the legend. Is this a drafting error?

The road improvement plans which were initially received by Public Works on January 17, 2014 are currently under review. Comments on the geometry of the road improvements may change the layout of the Final Development Plan.

Sheet C.204: Type font errors need to be corrected on this sheet before an adequate review can be made. There are peculiar "square" characters which need to be cleaned-up.

As previously commented, the street improvement plans are separate from the Final Development Plan. Sheet C.206, therefore, should be deleted.

A gate valve just prior to the backflow vault was shown as per our previous comment letter, but it is shown in the middle of the sidewalk. Please adjust the location of the backflow vault and gate valve to avoid this conflict.

The fire department connection is shown, but is this really the location? Is this a drafting error?

Sheet C.303: The profile view of Storm Line 8 is ilegible. Please clean up.

Sheet C.600: Asphaltic concrete pavement sections are not in accordance with the Unified Development Ordinance (UDO) Article 12. For "light asphaltic concrete pavement" as defined by the useage shown on the plans, the UDO requires a minimum of 2" over a 5" base course rather than a 4" base course.

Sheet C.600: Welded wire fabric is not allowed in public sidewalk.

General comment: There are numerous instances of type font errors throughout the plan set as indicated by a "square-shaped" symbol. Please review the entire plan set and remove instances of this type font error.

Index of Sheets contains numerous errors in regard to the index sheet names versus the actual sheet names presented. Please ensure that any sheet listed within the index matches the exact sheet name contained within the plan set.

An Engineer's Estimate of Probable Construction Costs was not included in the submittal.

DEVELOPMENT AGREEMENT. A condition of the preliminary development plan approval for this project is that the developer shall execute a mutually satisfactory development agreement, which addresses at a minimum, the road improvements recommended in the Transportation Impact Analysis form dated June 28, 2013, that was prepared by Michael Park (City Traffic Engineer). No building permits shall be issued for any structure in the development until written proof is provided to the City that the development agreement has been recorded in the Jackson County Recorder's Office.

VACATION OF EASEMENT. - A condition of the preliminary development plan approval for this project is that a vacation of easement application be filed, approved and recorded with the County to vacate the U-shaped 7.5' utility along Persels Road prior to the approval of the final development plan and issuance of any building permit. - An upside-down L-shaped 20'-wide utility easement adjacent to the U-shaped easement referenced above also conflicts with the proposed building location and as a result shall also be vacated prior to final development plan approval and building permit issuance. Both easements can be vacated as part of the same application.

SCALE. - The graphic scale (scale bar) on Sheet C.001 indicates a drawing scale of 1" = 40', which is incorrect. The written scale beneath it indicates a scale of 1" = 50', which is correct. Correct the graphic scale. - The graphic and written scale on Sheet C.201 is illegible due to overlapping sets of numbers. Both scales should indicate a scale of 1" = 20'. Additionally, the wording beneath the graphic scale is also illegible due to overlapping text. - The graphic scale (scale bar) on Sheet C.204 indicates a drawing scale of 1" = 40', which is incorrect. The written scale beneath it indicates a scale of 1" = 60', which is correct. Correct the graphic scale. - The graphic scale (scale bar) on Sheet C.501 indicates a drawing scale of 1" = 20', which is incorrect. The written scale beneath it indicates a scale of 1" = 30', which is correct. Correct the graphic scale. - The listed scale on Sheet ES1.1 1" = 30' is incorrect. The correct scale is 1" = 40'. Correct the scale.

LIGHT PLAN. - All light fixtures located within 100' of the abutting residential properties at the northeast corner of the project site shall not exceed an overall height of 15' (including bases). Sheet ES1.1 shows the three double-headed pole lights located in the landscape islands to the west of those properties having an overall height of 20'. All three pole lights shall be reduced to a height of 15'. - All light fixtures located within 100' of Persels Road shall not exceed an overall height of 20' (including bases). Sheet ES1.1 shows the single-headed pole light and two double-headed pole lights located between the first and second parking aisle parallel to Persels Road having an overall height of 24'. All three pole lights shall be reduced to a height of 20'. Revise the site plan and photometric calculations accordingly. - For projects abutting or adjacent to residential properties, a photometric plan providing the as-constructed lighting levels shall be provided to the Department of Planning and Development prior to the issuance of a Final Certificate of Occupancy. The as-constructed photometric plan shall indicate the foot-candle levels on a 10' x 10' grid.

HANDICAP SIGN DETAIL. The detail on Sheet C.600 does not indicate the mounting height for the signage. Every accessible sign shall be mounted on a pole or other structure between 36" and 60" above the ground, measured to the bottom of the sign. Label the mounting height on the detail.

PAVEMENT THICKNESS. The proposed pavement thickness does not comply with the standard under Article 12 of the UDO. See Section 12.120.F.1 for the minimum pavement thickness standards.

Please change the note on Sheet C.001 to read "...all construction shall follow the City of Lee's Summit Design and Construction Manual as adopted by Ordinance 5813."

Sheet C.001: The title of this sheet reads "Prelimiinary Development Plan." While it is acceptable to include the PDP in the Final Development Plan submittal, it does not seem appropriate to include this as the cover sheet.

General comment: Asphaltic concrete pavement is not called-out on any plan view except for the word "asphalt". This is very non-descript language and must be corrected to a specific standard.

Sheet C.100: KCMMB concrete mix must be called-out for all commercial entrances.

General comment: A legend must be provided showing all symbols used in the plans.

Sheet C.205: The "Detention Plan" shows a plan view with no other descriptive information. The outlet structure construction is unknown even though the stormwater report describes a multi-stage structure.

Sheet C.205: Flared end sections appear to be missing on the storm line exiting the outlet structure.

Sheet C.205: It appears that rip rap is being placed on top of the detention basin in the vicinity of the outlet structure. Is this a drafting error?

Sheet C.205: It appears a flume is being constructed from the parking lot to the detention basin. Will rip rap be placed at the end of the flume?

Sheet C.206: Separate engineering plans will be required for the public street improvements. In general, however, the valve shown near the intersection of Jefferson and Persels will need to be moved. In addition, the tee addition near station 80+94 will necessitate digging into the existing street pavement. The pavement replacement should extend beyond that which is shown in order to accommodate the installation of the tee.

Sheet C.300: Portions of the on-site storm sewer are shown as public rather than private. All on-site stormwater structures, pipe, detention basins, and inlets should be labeled as private.

General comment: It appears that several easements are not shown on the site plan or utility plans. Please show the location of the utility easements.

Stormwater profile views: Please show the hydraulic grade line for the design storm.

General comment: Fonts are too small for the utility labels (i.e., "ST", "W", etc.). All fonts, whether used as labels or general text on the plan sheets, must be clearly legible when reduced to 11" by 17". As presented, they will not be legible when reduced to 11" by 17".

Sheet C.400: Please specify a cut-in wye will be required for the sanitary sewer connection.

Sheet C.500: Please show the location of the gate valve to be installed immediately prior to the backflow vault.

Sheet C.500: It does not appear that the Fire Department Connection (FDC) is shown.

Sheet C.600: Commercial entrances must be constructed of KCMMB mix minimum 8" thickness.

Sheet C.600: Pavement thickness for asphalt pavement is called-out incorrectly (i.e., asphaltic concrete base course is too thin, and subgrade is not in accordance with minimum requirements). Please see the Unified Development Ordinance Article 12 for minimum requirements for driving aisles (including parking stalls), and fire access lanes.

Sheet C.602: It appears that vertical thrust block details are missing.

A sealed Engineer's Estimate of Probable Construction Costs should accompany your final submittal. The Engineering Plan Review and Inspection Fee is based on this estimate and is calculated at 3% of the total plus a nominal water sample collection/observation fee of $100 per sample. Please include an itemized estimate of all work necessary to complete the work deducting the cost of the building, lighting, and landscaping.

Please be aware that right of way documents, if needed due to the public street improvements, will be required prior to approval of the FDP.

Code Statement

Fire Department- All building and life safety issues shall comply with the 2006 International Fire Code and local amendments as adopted by the City of Lee’s Summit.

FDC's

Fire Department- A fire hydrant shall be located within 100 feet of the fire department connection (FDC). The location of the FDC in relation to a fire hydrant is not shown. The location of the fire protection main is not shown on the Water Plan.p

Imposed Loads

Fire Department- IFC 503.2.3 Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be surfaced so as to provide all-weather driving capabilities. Indicate what paved surfaces will be heavy duty asphalt.

Marking

Fire Department- IFC 505.3 Where required by the fire code official, approved signs or other approved notices shall be provided for fire apparatus access roads to identify such roads or prohibit the obstruction thereof. Signs or notices shall be maintained in a clean and legible condition at all times and be replaced or repaired when necessary to provide adequate visibility. The fire lanes around the building shall be posted. Indicate areas to be marked.

Offsite engineering plans are needed for the improvements to Jefferson Street. I have no traffic engineering comments pertaining to the final development plan (onsite work).