Lee's Summit

Miscellaneous Correction

Unified Development Ordinance Article 8, Section 8.180.F Ground mounted equipment – Ground mounted equipment shall be totally screened from view by landscaping or masonry wall up to a height of the units to be screened. Action required: Make needed corrections to drawings that provide details as to how mechanical equipment will be screened from all 4 sides per referenced UDO section. Re: New generator. 11/22/2024 - Field verify

Miscellaneous Correction

FAA FORM 7460. Staff acknowledges that the applicant has submitted the necessary information to the FAA for their review. A copy of the FAA response to the Form 7460 shall be submitted to the City prior to any issuance of building permits for commencement of construction.

Cost estimate for all sitework is required prior to formal approval. Informational comment.

Refer to comment #1 in previous applicant letter. Anti-clog measures for all aspects of the outlet works were requested, but only the perforated water quality orifices were shown with anti-clog measures. Furthermore, the anti-clog measure shown for the small water quality orifices will lead to stagnant water and no draining of the detention basin because the detail shown as "Detention Outlet Control Structure" shows a questionable design. A riser pipe that has the perforations above the design flowline is not going to work as intended. Correction required.

Refer to comment #1 in previous applicant letter. What anti-clog measures are being proposed for other features of the outlet control structure, other than the water quality standpipe? Are there any trash racks proposed for the incoming 30 inch pipe on the detention basin bottom side, where the pipe daylights? Correction required.

Refer to comment #2 in previous applicant letter. You are still referring to the emergency spillway as the "overflow spillway". This is the emergency spillway, not the overflow spillway. This is called-out in two (2) instances on Sheet C3.3. Correction required.

Refer to comment #2 in previous applicant letter. Callouts of the 100 year design storage volume are missing from Sheet C3.3. Correction required.

Refer to comment #5 in previous applicant letter. "Emergency Overflow (Concrete Pad)" on Sheet C3.3 was provided, but does not appear to make sense. For instance, you are calling-out 1003.77 as the crest of the emergency spillway, but several top of curb callouts are showing less than 1003.77. Recommend more detail and perhaps additional views such as a profile or section view. Correction required.

Refer to comment #13 in previous applicant letter. Plan and profile view of the storm line exiting the detention basin has been included in this resubmittal, but it is showing 36 inches rather than the 30 inches shown on the detention basin sheet and the stormwater report. Discrepancy shall be reconciled. Correction required.

Sheet C4.2: Tapping valves and sleeves shown at the water main are not allowed. A cut-in tee is required. Corrections required.

Refer to comment #21 in previous applicant letter. Still missing callouts of pipe type, size, material, length for private water/fire line. Sheet C4.2: Callout water line pipe type, size, and length on the profile view. City prefers C900 DR18. Correction required.

Sheet C4.2: Callout the water main pipe sizes on the plan view on the west side of Commerce Dr. We are showing a 12 inch and a 20 inch. We are showing a 20 inch to the east of the 12 inch. 20 inch cannot be utilized for the connection. Correction required.

Sheet C4.2: Is the 1.5 inch water meter for irrigation? If so, specify on the plans and show where the backflow is located. Is the backflow for the irrigation within the building? Outside? Corrections required.

Sheet C4.2: The note for 2 inch tee for 2 inch domestic service is not correct. This will be a threaded-tap, not a tee. Correction required.

Refer to comment #23 in previous applicant letter. Erosion control plan on Sheet C6.0 provides an unreferenced note stating "Faircloth skimmer or approved equal shall be installed with outlet structure contractor can connect skimmer to 3 inch orifice opening". This note by itself is insufficient for the design. Recommend a reference to the Sheet number (i.e., "see Sheet C7.5" or equivalent language). Correction required.

Informational Comment: Cost estimate required prior to formal approval.

Miscellaneous Correction

FAA FORM 7460. Staff acknowledges that the applicant has submitted the necessary information to the FAA for their review. A copy of the FAA response to the Form 7460 shall be submitted to the City prior to any issuance of building permits for commencement of construction.

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 2018 International Fire Code.

Miscellaneous Correction

Unified Development Ordinance Article 8, Section 8.180.F Ground mounted equipment – Ground mounted equipment shall be totally screened from view by landscaping or masonry wall up to a height of the units to be screened. Action required: Make needed corrections to drawings that provide details as to how mechanical equipment will be screened from all 4 sides per referenced UDO section. Re: New generator. 11/22/2024 - Field verify

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 2018 International Fire Code.

Refer to comment #3 in previous applicant letter. The following requested items are still missing from the plans: 1) anti-clog measures for the outlet works. Correction required.

Refer to comment #4 in previous applicant letter. The following items were missing or mislabeled on the plans: 1) emergency spillway crest elevation is called-out as "overflow spillway" and needs to be corrected to "emergency spillway to avoid any confusion, 2) dimensional callouts to property lines from the 100 year clogged condition to ensure the 20 foot setback is maintained., 3) slope callouts in the bottom of the basin, 4) 100 year design storage volume for the basin. Correction required.

It appears there is insufficient setback from the north property line and the 100 year clogged condition. While it is not an issue with the emergency spillway due to the proximity of Commerce Dr., it will be an issue with all other portions of the detention basin. It is likely a retaining wall is warranted. Correction required.

Sheet C3.3: What does the phrase "top of spillway" represent? It does not appear to correlate with any feature shown on the plans. Correction and clarification required.

Sheet C3.3: Where is the detail for the concrete emergency spillway? As shown, it is only in the form of a plan view and a note. Correction required to show dimensions, thickness, concrete type, etc.

Sheet C3.3: Weir wall detail is not sufficiently detailed for construction. Notes are provided about an integral grate that is not shown or detailed anywhere on the sheet. Anti-clog measures for the 3 inch orifice are missing. Thickness, type of material, steel reinforcement, etc. is missing for the outlet structure. Recommend a profile view, a section view, and a plan view showing all aspects of the design. Recommend normal drafting standards on the plan view referring the reader to the detail on the sheet. Correction required.

Sheet C3.3: Flowline elevation of the 3 inch orifice does not appear to match the proposed pond setup table within the stormwater report dated Nov. 15, 2024. 995.00 is shown in the report, but plan shows 997.50. Correction required and possible re-run of the routing calculations required.

Sheet C3.3: Weir opening on outlet structure shown as 48 inch by 8 inch tall opening. No such structure is shown in the pond setup table for the proposed detention basin in the Final Stormwater Report dated Nov. 15, 2024. Correction required, and possible re-run of the routing calculations required.

Additional openings are shown in the pond setup table shown in the Final Stormwater Report dated Nov. 15, 2024 which do not appear to be shown in the plans. Correction required, and possible re-run of the routing calculations required.

Stormwater report shall be resubmited as necessary based on above comments. Informational comment.

Sheet C3.3: What does "top of weir wall" represent? It does not appear to be shown in the Final Stormwater Report dated Nov. 15, 2024. Correction required in the form of reconciling with the stormwater report, and further detailing of the outlet structure.

Access to the outlet structure from the surface may require steps. If needed, show the location of steps in the outlet structure. Correction required.

Plan and profile view of the storm line exiting the detention basin is missing. Corection required.

See comment #10 in previous applicant letter. 100 year design storm HGL was not shown in graphic format within the detention basin. This should be shown in a similar manner as the clogged condition you are already showing. Correction required.

Sheet C4.0: Note W02 refers the reader to "plan and profile for the private water line design". No such plan and profile was provided. Correction required.

Sheet C4.0: Gate valves are not labeled. In addition, a gate valve was missing just prior to the backflow valve. Correction required.

Sheet C4.0: Backflow vault was not labeled. In addition, the method used to drain the sump of the backflow vault was not shown (i.e., either a small diameter pipe to daylight, curb inlet, or permanent sump pump). Adequate details and reference to the standard detail shall be required. Correction required.

Sheet C4.0: Water meter was not labeled as to the size or type. Is it a displacement or compound meter? Size? Correction required.

Water meter shall be installed just prior to the gate valve . Correction required.

Refer to previous comment letter. You are still showing an extraneous water meter towards the south that is connected to the fire line which is not allowed. All water meters shall be shown prior to the gate valve denoting the end of public service. The meters shall be labeled with size and type. Reference to the standard detail in the plans shall also be provide. Correction required.

Refer to comment #15 in previous applicant letter. Utility plan shall include pipe type, size, material, length, and location. Correction required.

Refer to comment #18 in previous comment letter. Profile view of fire line labeled as "PRIVATE" including pipe material was missing. Correction required.

Refer to comment #23 in previous applicant letter. A simple note was provided on the detention basin concerning the use of the detention basin as a temporary sediment basin, but not included in the erosion and sediment control plan as requested. In addition, a simple note is not sufficient. Show on the plan and profile view how this will be accomplished in accordance with the detail you provided. Correction required on both the detention basin plan sheet and the erosion and sediment contol plan sheets.

Sheet C7.0: Surface course is still called-out with incorrect specification. KCMMB asphaltic concrete is required for all asphaltic concrete sections. Correction required.

Refer to comment #22 in previous applicant letter. Trenching and backfill detail still missing. Correction required.

Refer to comment #25. Commerce Dr. still mislabled on Sheet C3.3, C6.0, C6.2. Correction required.

Sheet C3.5 is partially-illegible due to strikeovers. Correction required.

Sheet C3.5: Maximum design running slope of 7.5% has been exceeded on the south portion of the ADA-accessible ramp. The City uses a more stringent standard to allow for construction tolerance up to 8.33% installed slope. Correction required.

Sheet C3.5: Scale is incorrect. Correction required.

Refer to comment #27 in previous comment letter. numerical cross-slope callouts were missing.

Refer to comment #27 in previous comment letter. ADA-accessible route across the new entrance was missing dimensional callouts, slope callouts, cross-slope callouts, and widths missing from the sheet. Correction required.

Refer to comment #31 in previous comment letter. HGL for the design storm, including callout of the design storm was missing from the profile views of the storm lines. If the underground system is unable to manage the 100 year event without surcharging, suitable overflow routes shall be established for the stormwater above and beyond what the underground system can manage. Correction required.

Refer to comment #34 in previous comment letter. Plan view shows D50, but refers reader to a detail in the plans that does not show the dimensions, the thickness, or the geotextile layer. In addition, why refer the reader to a detail contained later in the plans that can more easily be shown on the plan view? Correction required on the plan view.

Regardless of how the above comment is managed concerning rip rap design, do not require the reader to use math skills to determine the length, width, or thickness. This should be up to the engineer, not the contractor in the field. Provide explicit dimensions and directions within the plans. Correction required.

Refer to comment #33 in the previous comment letter. Line 100 is entering the basin too high. Lower the discharge point by deepening the curb inlet just upstream of the discharge point. Severe erosion and backcutting will result otherwise. Correction required.

Refer to comment #40 in previous comment letter. Grated inlet detail still missing. Correction required.

Refer to comment #41 in previous comment letter. Concrete end treatment detail was still missing. Concrete end treatment detail refers to the concrete that is placed at the end of the pre-manufactured flared end section. Include standard detail STM-5 in the plan set which shows this end treatment. Correction required.

Use new storm lid design in STM-6 and include in the plans. Correction required.

A cost estimate required prior to formal approval. Informational comment.

Miscellaneous Correction

FAA FORM 7460. Staff acknowledges that the applicant has submitted the necessary information to the FAA for their review. A copy of the FAA response to the Form 7460 shall be submitted to the City prior to any issuance of building permits for commencement of construction.

Miscellaneous Correction

Unified Development Ordinance Article 8, Section 8.180.F Ground mounted equipment – Ground mounted equipment shall be totally screened from view by landscaping or masonry wall up to a height of the units to be screened. Action required: Make needed corrections to drawings that provide details as to how mechanical equipment will be screened from all 4 sides per referenced UDO section. Re: New generator. 11/22/2024 - Field verify

Miscellaneous Correction

2018 IPC 708.1 Cleanouts Required. Cleanouts shall be provided for drainage piping in accordance with Sections 708.1.1 through 708.1.11. 2018 IPC 708.1.3 Building drain and building sewer junction. The junction of the building drain and the building sewer shall be served by a cleanout that is located at the junction or within 10 feet of the developed length of piping upstream of the junction. For the requirements of this section, the removal of a water closet shall not be required to provide cleanout access. Action required: Provide cleanout where sanitary leaves foundation.

Miscellaneous Correction

Exterior lighting designs inadequate. Action required: Provide complete lighting system design that includes all circuitry and a light pole base detail(s). Pole base details on EF103 reference structural drawings not included in submittal. 11/22/2024 - deferred to building permit

Final Stormwater Report dated Oct. 16, 2024 (hereinafter referred to as "the stormwater report") appears to be presented as a preliminary stormwater detention report. There are numerous references to "final design to provided with the Final Development Plan". Report shall be final in terms of the design, including the relationship between the clogged condition and the top of dam, which appears to conflict what is discussed in the text of this preliminary stormwater report, and what is shown in one of the exhibits towards the end of the preliminary stormwater report. Corrections required.

There are conflicts in the text of the stormwater report versus what is shown in the appendix of said report. This includes the exhibit towards the end of the stormwater report with the 100 year clogged/zero available storage condition. It would appear 0.8 feet of freeboard is shown, but the body of the report discusses 0.7 feet. If 0.8 feet is provided, no waiver is required. Evaluation and correction required.

Plans and details were missing on the detention basin, emergency spillway, outlet works, anti-clog measures, utilization as a sediment basin during construction along with skimmer design details within the erosion and sediment control plan, and all other details needed to construct the detention basin. No further review was conducted on the detention basin. Correction required.

The detention basin plan, including outlet structure, shall be included on one (1) sheet (or two (2) sheets if absolutely necessary). It shall include the following information: 1) Top of dam elevation, 2) Emergency spillway crest 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 0.7% in some instances to achieve water quality objectives), 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. Correction required.

There are two (2) water mains on the west side of Commerce Dr. (mislabeled as Sloan St.) according to our records. Verify the location of these lines based on Record Drawings availabe from Public Works or field verification, keepiing in mind that field verification is the only definitive way to know where the lines are located. You are only allowed to utilize the 12 inch line, not the transmission line which appears to be closer to the project. Show the locations of these lines on the plan view, including the size of each line. Correction required.

There seems to be no good reason to connect as far north as you are showing for the fire line and domestic water line. Doing so will penetrate the emergency spillway, and also lead to excessive length of pipe. Move the connection point further south to avoid this conflict, and to minimize the amount of pipe needed. Correction required.

An extraneous water meter is shown after the backflow vault. No water meter is desired at this location. Fire lines are not metered. Correction required.

Place the backflow vault as close to the new commercial entrance as possible. This will place the domestic water meter close to the driveway for Water Utilities access. Correction required.

Overall Site Plan sheet was missing the detention basin. Show the general location of the detention basin on the sheet. Correction required.

Sheet C3.0: In addition to the detention basin detail sheet discussed earlier, show the 100 year design WSE and 100 year clogged/zero available storage in graphic format (i.e., as a polyline with elevation callouts). Provide dimension callouts to property lines and buildings to ensure there is a minimum 20 feet to each as measured to the clogged condition. Correction required.

Sheet C3.4: Discrepancy in design slope shown at 15%+/-. Correction required.

Sheet C3.4: 3% callout on one of the ADA-accessible stalls is too high. Maximum design slope is 1.5%. Correction required.

Sheet C3.4: One of the ADA-accessible parking stalls is missing the slope callouts. Elevation callouts are necessary, but slope callouts are also required. Correction required.

Sheet C3.4: The ADA-accessible route to the building appears to be non-compliant in several locations. It is called out at 4.99%, 7.78%, 7.83%, and 1.96% at these locations of sidewalk sections . Isn't this slope supposed to be no more than 1.5% design slope with an allowance of 2.00% for construction tolerance? If so, correction required.

Utility plan is missing domestic water line size, material, length, and location. Correction required.

Utility plan is missing meter size, meter type (displacement or compound), water line size, water line material, and location of domestic water lines. Correction required.

Provide two (2) 45 degree bends rather than 90 degree bends for the fire line at both bend locations at the north (i.e., at the new commercial entrance as discussed in previous comments above), and the south where the fire line proceeds east to feed the new private fire hydrant. Correction required.

Provide a profile view of the fire line, including pipe material. Label the line as "PRIVATE". Correction required.

Include a note on the detention basin detailed plan sheet (see previous comments related to this sheet) stating "an as-built detention basin plan sheet shall be submitted to the City and reviewed by the City prior to issuance of any occupancy permit", or equivalent language. Correction required.

Include a note on the detention basin detailed plan sheet stating that all upgrades and construction of the detention basin shall be conducted prior to any other construction activities with the exception of erosion and sediment control. Correction required.

Utility plan calls out a saddle tap for the sanitary sewer. These are prohibited in Lee's Summit. A wye in accordance with our standard detail is required. Correction required.

Standard details were missing for the sanitary sewer wye connection, water meter pit and connection detail, trench backfill for pipes (water, sanitary sewer, and storm lines), backflow vault, storm boxes, curb inlets, junction boxes, and all other missing standard details used for the project. Correction required.

Does it make sense to utilize the detention basin as a temporary sediment basin with skimmer designed to limit offsite migration of sediment? If so, correction required to erosion and sediment control plan to show how this will be accomplished. Sufficient notes shall be provided on the detention basin detail sheet(s) showing how to remove the skimmer structure, remaining sediment within the basin, and bringing the new detentiion "online" after being utilized for temporary sediment control. Evaluation and correction required.

Asphaltic concrete shall be KCMMB mix. Correction required.

Commerce Dr. is mislabeled as Sloan St. througout the plan set. Correction required.

New entrance shall be 8 inch minimum thickness KCMMB concrete mix from the sawcut to the right of way (property line). Correction required.

Detail sheet shall be provided for the new ADA-accessible ramps and ADA-accessible route across the new commercial entrance. It shall include elevation callouts, numerical slope callouts, widths, lengths, and distance from back of curb to truncated domes not to exceed 5.00 feet. Correction required.

Same details as above required for private ADA-accessible ramps internal to the project. Remove the wings and merely grade to the ramp. Correction required.

Line 200 is shown with excessive slope on the discharge side, and is also discharging too high on the slope. Lower the slope to less than critical flow if possible, and set the elevation towards the bottom of the basin. Correction required.

Where are the stormwater calculations? Normal procedure is to provide a table. Correction required.

HGL for the design storm required on the profile view of all storm lines greater than 10 inches in diameter, including the discharge line for the detention basin. If 100 year event cannot be managed by the underground system without surcharging, an overflow route shall be shown on the plan, and designed appropriately with sufficient freeboard (i.e., 2.0 feet) from the 100 year HGL to the lowest floor. Correction required.

Where are the energy dissipation measures such as rip rap? It would appear this is appropriate for the discharge points of the two entrance lines into the detention basin. Correction required.

Line 100 is shown discharging too high into the detention basin. Lower the discharge point. Correction required.

Rip rap shall be detailed with length, width, taper, depth, and sizing (i.e., D50), geotextile. Correction required.

A SWPPP is required prior to formal approval. Correction required.

A cost estimate for the sitework is required prior to formal approval. Informational comment.

The waiver request was missing an exhibit showiing in concise format what is being proposed, including a general location map, detention basin including contours, emergency spillway, water level in relation to top of dam, and any other information that can be shown to help the City Engineer decide whether to grant a waiver. Correction required.

If 0.8 freeboard can be demonstrated from the 100 year clogged/zero available storage condition, no waiver shall be required. Informational comment.

As previously commented, the stormwater report appeared to be preliminary in nature rather than a final report. Correction required.

Standard detail for grated inlet was missing. Correction required.

Standard detail for flared end section concrete treatment was missing. Correction required.

PROPERTY BOUNDARY INFORMATION. Label the subject lot's dimensions and bearings.

STREETS. Label the right-of-way widths for NW Sloan St, NE Tudor Rd and NE Douglas St. Variable width rights-of-way may be labeled as such.

SIDEWALKS. Label the existing sidewalk widths along the public rights-of-way that border the subject property.

OIL AND GAS WELLS. Add a note to the plans regarding the presence of any active, inactive or capped oil and gas wells on the subject property. Cite the source of information used to make the determination. MoDNR keeps an online database of wells that can be used to obtain well information.

LIGHTING PLAN. 1) A note on Sheet EF101 states that the subject property is not adjacent to residential properties. This statement is incorrect. The subject property abuts 6 acres of residentially zoned property to the immediate north, behind (west of) the existing commercial retail center that is also to the north. Said abutting residentially zoned property has an approved preliminary plan for its development with a multi-family residential complex, and is in the final development plan process for building permit issuance. 2) Because the subject property abuts residentially zoned property, pole mounted light fixtures located within 100' of the residential zoning district boundary are limited to a height no greater than 15' above finished grade (per UDO Section 8.250.D). The pole mounted fixtures subject to the 15' height limit are the first four (4) fixtures along the northern property boundary east of the detention basin identified as SP1. Pole Base Detail 3 on Sheet EF103 shows the pole mounted fixtures as being 24' above finished grade. Revise to no more than 15' per the ordinance requirement. 3) Because the subject property abuts residentially zoned property, pole mounted light fixtures located greater than 100' of the residential zoning district boundary are limited to a height no greater than 20' above finished grade (per UDO Section 8.250.D). The pole mounted fixtures subject to the 20' height limit are the remaining new pole mounted fixtures to be located on the subject property identified as fixture SP1. Pole Base Detail 3 on Sheet EF103 shows the pole mounted fixtures as being 24' above finished grade. Revise to no more than 20' per the ordinance requirement for those fixtures located greater than 100' from the abutting residentially zoned property.

ROOF-TOP MECHANICAL SCREENING. Dash in the location and height of the RTUs on the building elevations in order to confirm that all RTUs shall be fully screened from view by the building parapet walls in accordance with City ordinance. Take into account any additional height from any curbs on which the RTUs will be mounted when determining the final parapet wall heights.

SITE DATA TABLE. Revise the site data table on Sheet C2.0 to list the gross existing building area and the gross proposed building areas. The existing and proposed building area square footages listed in the table are only the building footprints and do not account for the multiple floors of the existing and proposed buildings. Also revise the listed FAR with the gross building area figures.

LANDSCAPE PLAN. The associated preliminary development plan has not yet completed the public hearing approval process. The Planning Commission's action on said application includes a recommendation to the City Council to deny a request for relief from landscaping along the northern property boundary. The associated preliminary development plan is not scheduled to be heard by the City Council until November 12th. The landscape plan may or may not require any revisions based on the outcome of that meeting.

FINAL DEVELOPMENT PLAN APPROVAL. Staff cannot issue final approval on the subject final development plan application until such time as final action is taken on the associated preliminary development plan application that is currently going through the public hearing approval process. The public hearing with City Council will not take place until November 12th, with a tentative ordinance approval date of November 19th. So at earliest, the subject final development plan cannot be approved until after November 19th once any outstanding plan review comments are satisfied.

FAA FORM 7460. Because the project site is located within 2 miles of the municipal airport, an FAA Form 7460 shall be completed and submitted to the FAA, and comments received back prior to any issuance of building permits for construction.

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 2018 International Fire Code.

Miscellaneous Correction

Unified Development Ordinance Article 8, Section 8.180.F Ground mounted equipment – Ground mounted equipment shall be totally screened from view by landscaping or masonry wall up to a height of the units to be screened. Action required: Make needed corrections to drawings that provide details as to how mechanical equipment will be screened from all 4 sides per referenced UDO section. Re: New generator.

Miscellaneous Correction

2018 IPC 708.1 Cleanouts Required. Cleanouts shall be provided for drainage piping in accordance with Sections 708.1.1 through 708.1.11. 2018 IPC 708.1.3 Building drain and building sewer junction. The junction of the building drain and the building sewer shall be served by a cleanout that is located at the junction or within 10 feet of the developed length of piping upstream of the junction. For the requirements of this section, the removal of a water closet shall not be required to provide cleanout access. Action required: Provide cleanout where sanitary leaves foundation.

Miscellaneous Correction

Exterior lighting designs inadequate. Action required: Provide complete lighting system design that includes all circuitry and a light pole base detail(s). Pole base details on EF103 reference structural drawings not included in submittal.