Lee's Summit

DE Engineers Estimate

The Engineer’s Estimate of Probable Construction Costs has been accepted for this project, and the Engineering Plan Review and Inspection Fee (which is calculated as 3% of the total infrastructure cost plus a water test inspection fee(s)), and the water tap, meter setup fee, and sanitary sewer development fee have been included. These must be paid prior to the issuance of an infrastructure permit and/or the final processing of a building permit. $787,176.63

DE Contact Field Eng. Inspector

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.

DE Commercial Detention Basin

The applicant shall submit and the City shall accept an “As-built / As-graded” detention basin plan prior to issuance of any occupancy permit for the proposed development.

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.

Miscellaneous Correction

The off-site easements for sanitary sewer and drainage have not been obtained. Therefore, any work shall be considered "at-risk", since the easements do not exist.

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.

Fire Lanes - Marking

IFC 503.3 - Where required by the fire code official, approved signs or other approved notices or markings that include the words NO PARKING—FIRE LANE shall be provided for fire apparatus access roads to identify such roads or prohibit the obstruction thereof. The means by which fire lanes are designated shall be maintained in a clean and legible condition at all times and be replaced or repaired when necessary to provide adequate visibility. D103.6.2 Roads more than 26 feet in width. Fire lane signs as specified in Section D103.6 shall be posted on oneside of fire apparatus access roads more than 26 feet wide(7925 mm) and less than 32 feet wide (9754 mm). Action required-Post the public and private roads.

Miscellaneous Correction

D107.1 One- or two-family dwelling residential developments. Developments of one- or two-family dwellings where the number of dwelling units exceeds 50 shall be provided with two separate and approved fire apparatus access roads. Exceptions: 1. Where there are more than 50 dwelling units on a single public or private fire apparatus access road and all dwelling units are equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or903.3.1.3, access from two directions shall not be required. 2. The number of dwelling units on a single fire apparatus access road shall not be increased unless fire apparatus access roads will connect with future development, as determined by the fire code official. Action required- This phase requires the second access.The second acess shall be provided as part of this phase. 07/06/2023- Plans for second access not shown. 08/31/2023- Access road described in response letter dated 8/16/2023. The access road shall be in when 50 or more lots have been developed.

Miscellaneous Correction

All paved roads with hydrants shall be installed prior to any construction with combustible materials.

Miscellaneous Correction

Architectural plans were not evaluated under this report. Action required: Comment is informational. 5/15/23 - acknowledged in letter

Off-site easements for the sanitary line and the storm line shall be required prior to formal approval of the plans.

If required, the USACE permit shall be submitted prior to formal approval of the plans.

It appears several "meter vaults" are called-out on Sheets C800 and Sheet C801. Aren't these backflow vaults? Please revise as appropriate.

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.

Fire Lanes - Marking

IFC 503.3 - Where required by the fire code official, approved signs or other approved notices or markings that include the words NO PARKING—FIRE LANE shall be provided for fire apparatus access roads to identify such roads or prohibit the obstruction thereof. The means by which fire lanes are designated shall be maintained in a clean and legible condition at all times and be replaced or repaired when necessary to provide adequate visibility. D103.6.2 Roads more than 26 feet in width. Fire lane signs as specified in Section D103.6 shall be posted on oneside of fire apparatus access roads more than 26 feet wide(7925 mm) and less than 32 feet wide (9754 mm). Action required-Post the public and private roads.

Miscellaneous Correction

D107.1 One- or two-family dwelling residential developments. Developments of one- or two-family dwellings where the number of dwelling units exceeds 50 shall be provided with two separate and approved fire apparatus access roads. Exceptions: 1. Where there are more than 50 dwelling units on a single public or private fire apparatus access road and all dwelling units are equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or903.3.1.3, access from two directions shall not be required. 2. The number of dwelling units on a single fire apparatus access road shall not be increased unless fire apparatus access roads will connect with future development, as determined by the fire code official. Action required- This phase requires the second access.The second acess shall be provided as part of this phase. 07/06/2023- Plans for second access not shown. 08/31/2023- Access road described in response letter dated 8/16/2023. The access road shall be in when 50 or more lots have been developed.

Miscellaneous Correction

All paved roads with hydrants shall be installed prior to any construction with combustible materials.

Miscellaneous Correction

Architectural plans were not evaluated under this report. Action required: Comment is informational. 5/15/23 - acknowledged in letter

Please show the location, height, intensity and type of outside lighting fixtures for buildings and parking lots.

Please provide a photometric diagram indicating the foot candle levels throughout the site and at the property lines.

Where is the mechanical equipment located for the club house? How will it be screened?

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.

Fire Lanes - Marking

IFC 503.3 - Where required by the fire code official, approved signs or other approved notices or markings that include the words NO PARKING—FIRE LANE shall be provided for fire apparatus access roads to identify such roads or prohibit the obstruction thereof. The means by which fire lanes are designated shall be maintained in a clean and legible condition at all times and be replaced or repaired when necessary to provide adequate visibility. D103.6.2 Roads more than 26 feet in width. Fire lane signs as specified in Section D103.6 shall be posted on oneside of fire apparatus access roads more than 26 feet wide(7925 mm) and less than 32 feet wide (9754 mm). Action required-Post the public and private roads.

Miscellaneous Correction

D107.1 One- or two-family dwelling residential developments. Developments of one- or two-family dwellings where the number of dwelling units exceeds 50 shall be provided with two separate and approved fire apparatus access roads. Exceptions: 1. Where there are more than 50 dwelling units on a single public or private fire apparatus access road and all dwelling units are equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or903.3.1.3, access from two directions shall not be required. 2. The number of dwelling units on a single fire apparatus access road shall not be increased unless fire apparatus access roads will connect with future development, as determined by the fire code official. Action required- This phase requires the second access.The second acess shall be provided as part of this phase. 07/06/2023- Plans for second access not shown. 08/31/2023- Access road described in response letter dated 8/16/2023. The access road shall be in when 50 or more lots have been developed.

Miscellaneous Correction

All paved roads with hydrants shall be installed prior to any construction with combustible materials.

Miscellaneous Correction

The street names Griffin and Riley are already in use in another part of the city. Provide new names. The street name Corine and Lincoln are already used in other parts of Lee's Summit.

Please see previous applicant letter comment #1. The response to comments states that this will likely be a public easement if granted by the court. The response to comments states that the City would then be able to transfer this easement as a "private easement". This does not appear possible since the City would be the grantee, not the grantor. It is our understanding that only the grantor can dedicate easements, not a grantee. Please add a junction box to demarcate the end of the public line.

Off-site easements for the sanitary line and the storm line shall be required prior to formal approval of the plans.

If required, the USACE permit shall be submitted prior to formal approval of the plans.

Miscellaneous Correction

Architectural plans were not evaluated under this report. Action required: Comment is informational. 5/15/23 - acknowledged in letter

The below comments from the previous 2 (March 28, 2023 & May 22, 2023) Applicant’s Letter were not addressed. • Please provide details/elevations for the pool/clubhouse. • Please show the location, height, intensity and type of outside lighting fixtures for buildings and parking lots. • Please provide a photometric diagram indicating the foot candle levels throughout the site and at the property lines.

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.

Fire Lanes - Marking

IFC 503.3 - Where required by the fire code official, approved signs or other approved notices or markings that include the words NO PARKING—FIRE LANE shall be provided for fire apparatus access roads to identify such roads or prohibit the obstruction thereof. The means by which fire lanes are designated shall be maintained in a clean and legible condition at all times and be replaced or repaired when necessary to provide adequate visibility. D103.6.2 Roads more than 26 feet in width. Fire lane signs as specified in Section D103.6 shall be posted on oneside of fire apparatus access roads more than 26 feet wide(7925 mm) and less than 32 feet wide (9754 mm). Action required-Post the public and private roads.

Miscellaneous Correction

D107.1 One- or two-family dwelling residential developments. Developments of one- or two-family dwellings where the number of dwelling units exceeds 50 shall be provided with two separate and approved fire apparatus access roads. Exceptions: 1. Where there are more than 50 dwelling units on a single public or private fire apparatus access road and all dwelling units are equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or903.3.1.3, access from two directions shall not be required. 2. The number of dwelling units on a single fire apparatus access road shall not be increased unless fire apparatus access roads will connect with future development, as determined by the fire code official. Action required- This phase requires the second access.The second acess shall be provided as part of this phase. 07/06/2023- Plans for second access not shown.

Miscellaneous Correction

All paved roads with hydrants shall be installed prior to any construction with combustible materials.

Miscellaneous Correction

The street names Griffin and Riley are already in use in another part of the city. Provide new names. The street name Corine and Lincoln are already used in other parts of Lee's Summit.

Internal discussions concerning the off-site easement for the storm line through Summit Mill property indicates this will likely be a public easement rather than a private easement. Since this will be a public easement, a junction box near the property line is warranted to demarcate the end of the private line and the beginning of the public line. Please be aware of this issue, as revisions to the plans will be required if a public easement is granted by the court.

A copy of the United States Army Corps of Engineers (USACE) permit shall be required prior to formal approval of the plans.

The off-site easement for the sanitary sewer and the storm line shall be required prior to formal approval of the plans.

Sheet C306: A 0.67 foot diameter orifice is shown on Section B-B, but the "Final Stormwater Management Plan - Residences, Reserve and Reunion at Blackwell" dated May 11, 2023 (hereinafter referred to as "the stormwater report") does not appear to show this orifice on the pond setup table. What is this orifice? It does not appear to make sense in terms of how it will be constructed. Is this a temporary orifice and plate to be installed over the permanent weir? Please clarify and update as appropriate. NOTE: Construction notes state a 6 inch diameter orifice will be provided for temporary sediment control, but the 0.67 foot callout does not make sense. Please call if any questions on this comment.

Sheet C305: A 6 inch temporary orifice is shown on the primary outlet structure for EWDB #2 in the inset detail view. Is this to be installed during the mass grading and erosion and sediment control phase of the project? If so, please clarify when this will be constructed, and when it will be removed. In addition, it is recommended you callout the 15.7 inch width of the v-notch at the top of the outlet structure, as this might be interpreted in the field as a 15.7 inch orifice.

The stormwater report states that no jurisdictional waters or wetlands exist on the subject property. However, the report prepared by Terra Technologies dated March 2022 in the appendix seems to indicate otherwise. Are there any wetlands on the site? Are any of these wetlands subject to permitting requirements? Are there any jurisdictional waters of the United States within the project boundary? Please review and revise as appropriate.

Please see rear yard swale comments on The Reserve at Blackwell (separate project). The concern is the length of the drainage swales behind the buildings on the north side of the project for this particular project, and the possibility that an underground system may be warranted for this swale somewhere along the midpoint. If not an underground system, a separate swale plan, profile, and cross-sections shall be required, along with 100 year water surface elevation callouts and calculations, and ensuring that all building openings are a minimum of 2.0 feet above this level. Please evaluate and revise as appropriate.

Miscellaneous Correction

Architectural plans were not evaluation under this report. Action required: Comment is informational. 5/15/23 - acknowledged in letter

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.

Fire Lanes - Marking

IFC 503.3 - Where required by the fire code official, approved signs or other approved notices or markings that include the words NO PARKING—FIRE LANE shall be provided for fire apparatus access roads to identify such roads or prohibit the obstruction thereof. The means by which fire lanes are designated shall be maintained in a clean and legible condition at all times and be replaced or repaired when necessary to provide adequate visibility. D103.6.2 Roads more than 26 feet in width. Fire lane signs as specified in Section D103.6 shall be posted on oneside of fire apparatus access roads more than 26 feet wide(7925 mm) and less than 32 feet wide (9754 mm). Action required-Post the public and private roads.

Miscellaneous Correction

Windflower Court is not a cul-de-sac. Change the name or suffix.

Miscellaneous Correction

D107.1 One- or two-family dwelling residential developments. Developments of one- or two-family dwellings where the number of dwelling units exceeds 50 shall be provided with two separate and approved fire apparatus access roads. Exceptions: 1. Where there are more than 50 dwelling units on a single public or private fire apparatus access road and all dwelling units are equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or903.3.1.3, access from two directions shall not be required. 2. The number of dwelling units on a single fire apparatus access road shall not be increased unless fire apparatus access roads will connect with future development, as determined by the fire code official. Action required- This phase requires the second access.The second acess shall be provided as part of this phase.

Miscellaneous Correction

All paved roads with hydrants shall be installed prior to any construction with combustible materials.

Miscellaneous Correction

The street names Griffin and Riley are already in use in another part of the city. Provide new names.

The below comments from the previous Applicant’s Letter were not addressed. • Please provide details/elevations for the pool/clubhouse. • Please show the location, height, intensity and type of outside lighting fixtures for buildings and parking lots. • Please provide a photometric diagram indicating the foot candle levels throughout the site and at the property lines.

The emergency spillway appears to be directed toward the community pool and amenity area on the adjacent property. This alteration to the natural drainage flow appears to make the drainage situation worse in the event of clogging of the primary outlet works or exceedances in the 100 year storm event. Please provide an engineered solution to mitigate this issue, as an emergency spillway cannot be directed toward these features.

The previous applicant letter requested a final stormwater study for the project. The response stated that the study had been submitted with the revised plans, but I am not seeing where this study was submitted. I was able to find the study entitled "Final Stormwater Management Plan - Residences, Reserve, and Reunion at Blackwell" dated Mar. 30, 2023. A review of the pond setup table for EWDB#3 shows significant discrepancies in the 100 year water surface elevation, the top of the weir structure, the elevation of the rectangular weir, and the elevation of the v-notch water quality weir when compared to Sheet C306. Please review and correct as appropriate, including any re-routing calculations that would be necessary.

An off-site easement for the storm line extending from EWDB#3 is required prior to approval of these plans. It is understood that a friendly condemnation will be performed to obtain this easement. Until such time that the easement is obtained, no work shown by the plans can take place.

The same comment above applies to EWDB#2. In addition to the previous comments related to discrepancies in the elevations for the various weirs and orifices, the discharge pipe does not match what is shown on the pond setup table in the stormwater study dated Mar. 30, 2023. Please review and reconcile as appropriate.

Utility Sheet: It appears that many of the individual buildings are missing the water meter locations and fire line locations. Please review and revise as appropriate.

Utility Sheet: There appear to be exceedances in the 50 foot distance rule for buildings connected with fire lines. This pertains to most of the buildings that are on the opposite side of the street (public or private) from the water main (public or private). The Design and Construction Manual requires a backflow vault for buildings greater than 50 feet in distance from the main. To eliminate the use of several backflow vaults, it is suggested the fire line be extended across private streets, and the water meters be placed off the fire line branch. The location of the water meters should be offset from the fire line branch. A gate valve shall be installed after the tap. Please see the Design and Construction Manual for a pictorial representation, or call for further details and a pdf shall be provided under separate cover. The 50 foot rule is designed to minimize stagnant water, and the placement of the water meter offset from the fire line branch will provide constant flushing of the line to mitigate this concern.

Buildings shall be at minimum of 20 feet from the clogged condition 100 year water surface elevation. It appears the nominal condition (i.e., fully-functioning detention basin) was utilized. Please review and revise as appropriate.

Gutter buddies are shown on "at-grade" curb inlets. These may be utilized for sump locations, but at-grade locations present a danger to property. How can stormwater enter the inlet during storm events with the gutter buddies installed as shown? The stormwater collection and conveyance system is not meant to act as a erosion and sediment control device. Please remove these at "at-grade" curb inlet locations since they will likely lead to flooding of structures during storm events.

Interior water mains (public and private) may need to be upgraded to a 12 inch line due to velocity issues during high fire flow events. Further information shall be forthcoming after modeling is completed by Water Utilities.

Individual fire lines may be insufficiently sized for fire flow. How were these lines sized?

Miscellaneous Correction

Architectural plans were not evaluation under this report. Action required: Comment is informational. 5/15/23 - acknowledged in letter

Miscellaneous Correction

Utility C500 incomplete. Action required: Provide utilities to all buildings.

An offsite easement for the storm line connection property shall be required prior to approval of these plans. The easement shall be a private easement. Please provide a courtesy review copy of the proposed easement language and exhibit in graphic format showing the limits of the proposed easement.

A dedicated stormwater report for this phase of the development was missing. No further review of the detention basin outlet works were performed since the report was missing. Please submit a stormwater report for this phase of the project.

Sheet C305 and C306: In addition to the information shown on these sheets, the following items are needed: 1) storage volume for the 100 year event, 2) graphic location of the design 100 year water surface within both basins, 3) dimensions showing a minimum of 20 feet setback from any property line or building is maintained between the clogged condition 100 year WSE, 4) location on the plan view showing "emergency spillway", and 5) slope callouts for the bottom of the detention basins.

Sheet C305 and C306: Both basin bottoms appear to be flat, with no slope. Please explain how this will function, and revise if appropriate.

Sheet C305 and C306: It appears both basins were designed to manage stormwater for the 100 year event. This is not the function of an emergency spillway. The emergency spillway shall be designed to manage storm events in excess of the 100 year event, or clogging of the outlet works. It shall not be designed to function in any other case. Please review and evaluate, and revise as appropriate.

The location of the emergency spillway shall be labeled and shown on the plan view. Please revise, and ensure the words "emergency spillway" are used rather than "spillway".

Sheet C305: Where is the emergency spillway for the detention basin on Tract A? Is this a case of being lower than adjacent grade, and therefore an emergency spillway is not required? If so, explain in the stormwater report.

Rip rap for incoming flows into both detention basins appear to terminate before the bottom of the basin. This will likely lead to severe erosion issues. Please evaluate and revise as appropriate.

Sheet C305: The typical section view of the emergency spillway does not make sense. Was this a typographical error on the overflow elevation? Finally, where is the emergency spillway?

It appears the 20 foot setback requirement for the clogged condition will not be met. The setback requirement applies to the nearest property line or building. Please evaluate and revise as appropriate.

Outlet structures on both detention basins appear to lack any means of receiving stormwater from the basin. It appears the orifice and weirs are beneath grade? Please evaluate and review, and revise as appropriate.

Due to the number of issues with the two (2) detention basins in terms of comments, no further review is being conducted at this time.

A typical section view of pavement was missing. All streets, whether public or private, shall include a typical section view showing the stationing start and stop, and shall meet the public street construction standards regardless of whether it is public or private. Please update.

Sheet C901: The section views at the bottom of sheet do not meet the Unified Development Ordinance (UDO) in terms of thickness of asphalt concrete. Please revise as appropriate.

Sheet C101: The water line is shown crossing Riley Place twice. I realize this is covered under separate plan set, but Water Utilities has indicated this will not be acceptable to have two (2) crossings at Riley Place. This may impact your design for the Final Development Plan.

No review of the parking stalls or ADA-accessible spaces was conducted due to a lack of detailed plans concerning these spaces. Please submit details on the ADA-accessible spaces.

Basin 1 is identified in the erosion and sediment control plan for skimmer installation, but the plan view does not show a "basin 1". Are you referring to Tract B detention basin? If so, please be specific. Please revise as appropriate.

Sheet C301: There are various notes within the detention basins that are not defined. Please define each of these notes as appropriate.

Turf reinforcement mat should be specified for all detention basin side slopes. Please revise as appropriate.

Turf reinforcement mat should be specified for all swales. This would appear to include the swale at the north edge of the development. Please revise as appropriate.

The hydraulic grade line for the design storm shall be shown on the profile view for all storm lines greater than 6 inches in diameter. If the 100 year event cannot be contained without surchariging as defined as 6 inches below the throat, an overflow route for the 100 year event shall be established and shown. If an overflow route is required because the system cannot manage the 100 year event without surcharging, all building openings shall be a minimum of 2.0 feet above the 100 year water surface elevation. Please revise as appropriate.

Sheet C403: ADA-accessible ramp details were missing: 1) running slope of ramp, not to exceed 7.5%,, 2) cross-slope, not to exceed 1.5%. Please review and revise as appropriate, and if other sidewalks are needed on the private streets, please provide details on the ADA-accessible ramps.

Would an 8 inch private sanitary sewer line be preferable to a 6 iinch private sanitary sewer line? It would appear there are several units tied to the 6 inch private lines, and 8 inch might be better suited for this application? If using an 8 inch line rather than a 6 inch line, you may connect directly to the manhole rather than a wye.

Profile view of the incoming storm lines within Tract B appears to be missing. Please revise with all incoming and outgoing storm lines.

If using a 6 inch private sanitary sewer lateral rather than an 8 inch private lateral, a wye shall be required and you cannot connect to the manhole.

Please identify the location of all special concrete collars for street-installed manhole frame and lids on the private line (sanitary sewer) plan view. Please identify the sheet number and detail on the plan view.

Please show a gate valve just prior to the backflow vault in all instances. In addition, if crossing a street, two (2) valves shall be required (i.e., one valve on each side of the street) just prior to the backflow vault. Example of the latter would be the crossing at Riley Loop. Please revise as appropriate.

There are instances where the private water main is shown too close to buildings. Minimum distance from buildings as measured from the outside of the pipe to the building is 15 feet for public water mains. It is highly advised that the distance be increased since water lines are subject to failure and could subsequently lead to foundation damage. Please evaluate and revise as appropriate.

Please wait for the review of the public water line plans prior to resubmittal of these plans. The loop you are showing to the northeast may not be necessary since Water Utilities is requesting a second connection at Blue Parkway to complete the loop.

Informational Comment: An itemized and sealed Engineer's Estimate of Probable Construction Costs is required prior to formal approval.

Sheet C101 – Site Data table, please update the zoning to reflect the current zoning of RP-4.

Please provide details/elevations for the pool/clubhouse.

Will there be any signs? All signs must comply with the sign requirements as outlined in the sign section of the ordinance.

Please label the width of the proposed parking stalls.

Will any ADA parking stalls be provided? At a minimum the will need to be at least 1 van accessible stall provided at the pool/Clubhouse. There shall also be an ADA rout from this stall to the structure.

Please show the location, height, intensity and type of outside lighting fixtures for buildings and parking lots.

Please provide a photometric diagram indicating the foot candle levels throughout the site and at the property lines.

Will there be any ground or roof mounted mechanical equipment? If so please show the location and provide details for the proposed screening method.

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.

Fire Lanes - Marking

IFC 503.3 - Where required by the fire code official, approved signs or other approved notices or markings that include the words NO PARKING—FIRE LANE shall be provided for fire apparatus access roads to identify such roads or prohibit the obstruction thereof. The means by which fire lanes are designated shall be maintained in a clean and legible condition at all times and be replaced or repaired when necessary to provide adequate visibility. D103.6.2 Roads more than 26 feet in width. Fire lane signs as specified in Section D103.6 shall be posted on oneside of fire apparatus access roads more than 26 feet wide(7925 mm) and less than 32 feet wide (9754 mm). Action required-Post the public and private roads.

Miscellaneous Correction

Windflower Court is not a cul-de-sac. Change the name or suffix.

Miscellaneous Correction

D107.1 One- or two-family dwelling residential developments. Developments of one- or two-family dwellings where the number of dwelling units exceeds 50 shall be provided with two separate and approved fire apparatus access roads. Exceptions: 1. Where there are more than 50 dwelling units on a single public or private fire apparatus access road and all dwelling units are equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or903.3.1.3, access from two directions shall not be required. 2. The number of dwelling units on a single fire apparatus access road shall not be increased unless fire apparatus access roads will connect with future development, as determined by the fire code official. Action required- This phase requires the second access.

Miscellaneous Correction

All paved roads with hydrants shall be installed prior to any construction with combustible materials.

Miscellaneous Correction

Architectural plans were not evaluation under this report. Action required: Comment is informational.

Miscellaneous Correction

Utility C500 incomplete. Action required: Provide utilities to all buildings.