Lee's Summit

Please revise the title box to reflect the correct project, PL2019145 Summit Orchard Lot 4 Infrastructure Improvements.

Miscellaneous Correction

Please revise the title box to reflect the correct project, PL2019145 Summit Orchard Lot 4 Infrastructure Improvements.

Is the only difference in structure types whether they have solid or grate lids? If so, please include one standard detail and note the lid options. Specify what grate is required.

Miscellaneous Correction

Is the only difference in structure types whether they have solid or grate lids? If so, please include one standard detail and note the lid options. Specify what grate is required.

A wall corner detail is required to clarify reinforcing steel requirements. Since there is essentially a tall MH sitting on top of a JB, please include a special design for the top of the JB to accommodate that construction.

Miscellaneous Correction

C & B 2102 steps are not on the Public Works Approved Products List. Either remove that option or just refer to the list.

Please submit an Engineer’s Estimate of Probable Construction Costs.

Please include this work as a revision/addition to the approved project PL2019145 Summit Orchard Lot 4 Infrastructure Improvements, Road Plans, Landscaping, and Monument Signage.

Bends in storm sewer pipes are not allowed, all changes in direction must be made at structures. Please revise accordingly.

Please note that special designs are required for all structures with H>7 feet.

Please verify if the existing storm sewer is a single 36” pipe or dual 36” pipes. If dual, then dual pipes must be relocated.

Is the existing pipe being abandoned or removed? Please clarify and label accordingly.

Structures must come to the surface, rises are not allowed. Please revise accordingly.

Please use the City’s standard details for storm sewer structures or verify that the standard details used are in agreement with the City’s detail (MH Ring & Lid, concrete requirements, etc.).

The intersection sight distance for posted speed limit along Ward Road at the RIROLI Driveway still appears inadequate due to proposed monument sign in the SE corner of the intersection. The sight triangles drawn reference a stop position encroaching the extended right turn lane and overlapping the crosswalk (should be dimensioned behind the stop line). This is FYI since the monument/landscaping and driveway are private on private property and any mitigation for inadequate ISD would be a private matter. All other areas look okay.

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.

Hydrants

IFC 507.5.1 - Where a portion of the facility or building hereafter constructed or moved into or within the jurisdiction is more than 300 feet from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains shall be provided where required by the fire code official. Action required: Hydrant plans to be submitted as part of individual FDP's fo each lot.

Miscellaneous Correction

Sheet L201: The Profile view of Detail 6 Entry Sign Type A does not show a footing. How does this differ from the Entry Sign Type B, which does show a footing?

Misc.

The south entry sign at Ward Rd & E-W Rd and the north entry sign at Donovan Rd & E-W Rd are directly over storm sewer and sanitary sewer lines, respectively. This is allowed because these lines are private. However, it is highly recommended that caution be used in making this decision and that extra care be used in the final design of the sign footings.

Miscellaneous Correction

Sheet L201: The Profile view of Detail 6 Entry Sign Type A does not show a footing. How does this differ from the Entry Sign Type B, which does show a footing?

Misc.

The south entry sign at Ward Rd & E-W Rd and the north entry sign at Donovan Rd & E-W Rd are directly over storm sewer and sanitary sewer lines, respectively. This is allowed because these lines are private. However, it is highly recommended that caution be used in making this decision and that extra care be used in the final design of the sign footings.

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.

Hydrants

IFC 507.5.1 - Where a portion of the facility or building hereafter constructed or moved into or within the jurisdiction is more than 300 feet from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains shall be provided where required by the fire code official. Action required: Hydrant plans to be submitted as part of individual FDP's fo each lot.

Check the intersection sight distance for posted speed limit along Ward Road at the RIROLI Driveway. The landscape and monument in the SE corner appears to obstruct visibility from a typical driver's viewpoint stopped behind the crosswalk. All other areas look okay.

MONUMENT SIGNS. - The preliminary development plan approved for Summit Orchards in 2016 included a sign package calling for a total of 3 monument signs identifying the shopping center (1 sign located at each of the following: NE corner of Ward/Chipman; SE corner of Ward/Donovan; and NW Donovan/Chipman), plus up to 6 additional monument signs for individual pad sites/lots. A total of two of the shopping center signs were approved to be oversized monument signs (116 sq. ft. sign face area and 144 sq. ft. structure area) to be located at the northeast corner of NW Ward Rd and NW Chipman Rd, as well as the northwest corner of NW Chipman Rd and NW Donovan Rd. The condition of approval included the statement that all other signage for the development will comply with the sign standards of the CP-2 zoning district. As depicted on the latest final development plan, a total of 4 shopping center signs are proposed (1 more than that on the approved preliminary development), plus 2 multi-tenant shopping center signs. Is the intent for these 6 total monument signs to take the place of the 9 total monument signs included on the preliminary development plan, or will the future pad sites also have additional individual monument signs? Please provide an update on the intended sign program for the center in order for staff to evaluate against the previous approval from 2016. - Each of the four proposed 4'-6" tall shopping center monument signs exceed the 144 sq. ft. allowable structure area approved in 2016. Additionally, only two such oversized monument signs were allowed for the shopping center. All other monument signs must meet the size standards cited in the comment below. - The two multi-tenant monument signs exceed the maximum allowable monument sign height of 12'; exceed the maximum allowable sign face area of 72 sq. ft.; and exceed the maximum allowable strucute area of 96 sq. ft. The plans show the signs being 22' tall; having 112 sq. ft. sign face area; and 223.4 sq. ft. sign structure area.

DE Contact Field Eng. Inspector

Contact the Field Engineering Inspector at (816) 969-1200 at least 48 hours prior to the onset of construction.

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 of $21,354.94 (which is calculated as 3% of the total infrastructure cost) must be paid prior to the issuance of an infrastructure permit and/or the final processing of a building 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.

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.

Hydrants

IFC 507.5.1 - Where a portion of the facility or building hereafter constructed or moved into or within the jurisdiction is more than 300 feet from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains shall be provided where required by the fire code official. Action required: Hydrant plans to be submitted as part of individual FDP's for each lot.

Please address the Traffic Review comments and resubmit 3 copies.

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.

Hydrants

IFC 507.5.1 - Where a portion of the facility or building hereafter constructed or moved into or within the jurisdiction is more than 300 feet from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains shall be provided where required by the fire code official. Action required: Provide a hydrant plan for the proposed site plan. Hydrants located on the opposite side of a divided roadway do not count for this project. Provide an interior fire main.

Sheet C201-C202. The prior comment pertaining to Inlet D1, required 0.5' drop does not appear addressed. The plan elevations noted show a 0.19' drop.

Sheet C201-C202. Previous comment regarding 18" minimum separation between sanitary and storm was in error related to Sanitary Line B. Consequently, the plan notes related to Sanitary Line B construction material (Ductile Iron Pipe) should be deleted as the utility does not want Ductile Iron Pipe at this crossing location.

General: • Please add “NW” to all street names throughout the plan set. • Please submit an Engineer's Estimate of Probable Construction Costs. • Include storm sewer calculations in the plan set. • Provide verification, in email is fine, that the angle of connection between Line D and the existing structure meets City requirements.

Sheet C002: • Label Storm Line E, Structures E1-E4 and A2. • Remove all crosswalk striping on this sheet and throughout the plan set. • Why are there a few contours shown? As this is an overall sheet, all contours can be either turned off or scaled back as some are currently shown. • Show Type CG-1 curb & gutter on both roads, East-West and North-South, on this sheet and throughout the plan set. • Include a note requiring pre-formed thermoplastic for the 10’ crosswalk.

Sheet C051: • Show and label existing contours. • Separate drainage information to sheet separate from the grading plan.

Sheet C101-C104: • Include a specific detail associated with each ADA-Accessible Ramp, and provide a call-out in Plan view with a specific reference to the sheet number and detail number. • The specific details of the ramps must include, at a minimum, the design details specified in Section 5304.8 of the Design and Construction Manual. Elevation call-outs, although required, are not sufficient. Other design details specified in this section are required, including slope call-outs which comply with the criteria listed in Table LS-5, and section views specified in 5304.8.

Sheets C102-C103: Show horizontal curve information with a minimum 200’ radius.

Sheet C104: Relocate overlapping text near Sta. 0+00 in the Profile view for clarity.

Sheet C201-C202: • Include existing pipe information downstream of existing inlets at the Line A & C connections. • Revise the flowline information in the Profile views of Lines D-D so the FL In is on the upstream side and the FL out is on the downstream side of the leader. • Inlet D1 does not meet the 0.5’ drop requirement, please revise. • Revise the proposed pipe at A2, there is a break graphically between the pipe and structure. • Include separation between sanitary and storm at the pipe crossings on Lines A & D to verify City requirements are met. • Show and label both existing and proposed grade. • Include design HGL in the pipe profiles.

Sheet C501: • Replace Keyed Construction Joint with Longitudinal Joint at C/L of pavement. • Is there a pavement design for the 7” PCC? This does not match the City’s design for Commercial, Industrial, Local/Collector which is 8” PCC, 4” Aggregate Base, and 9” Subgrade Stabilization. • Note should read Transverse Contraction Joints not Construction. Also, the maximum spacing for Transverse Contraction joints is 15’-0”. • Remove Keyed Construction Joint from the joint details. • Longitudinal Joint detail – D/4 should be D/3 and #4 Bar should be changed to #5 bar. • Need to show Transverse Contraction, Transverse Construction, and Transverse Isolation Joint details. • All Transverse Joint details – D/4 should be D/3 and dowels should be 1 1/4" diameter and 18” long. • The City can supply their Typical Pavement Joint Details if required. • All Tie bars and Dowels shall be Epoxy coated. • Replace “on” with “or” in first sentence under Requirement.

SIDEWALKS. Show all sidewalks to be constructed. Label the widths of said sidewalks.

The three marked crosswalks at the intersections of Chipman, Ward and Donovan are not required by City Policy and Procedure for crosswalk marking locations and the markings at these locations should be removed at this time.

The plans should show curb locations and other improvements (e.g. sidewalks) that will be constructed. Is the pavement wider approaching Ward/Donovan at each end of the east-west road due to median treatments and/or space for turning movements?

Recommend adding stop signs for each road intersection at Chipman, Ward and Donovan.

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.

Hydrants

IFC 507.5.1 - Where a portion of the facility or building hereafter constructed or moved into or within the jurisdiction is more than 300 feet from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains shall be provided where required by the fire code official. Action required: Provide a hydrant plan.