Permit Application Status

PRCOM20250449


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Summary
PRCOM20250449
Building Permit - Commercial
Issued
PREMIER RE OF LEES SUMMIT LLC
NEW COMMERCIAL
NEW CAR DEALERSHIP WITH SHOWROOM AND SERVICE GARAGE
02/07/2025
07/17/2025
08/23/2025
Locations
Contacts
PREMIER RE OF LEES SUMMIT LLC, Address:13040 I 10 SERVICE RD  
MCP Development, Inc. , Address:3501 SW Fairlawn Rd. Ste 70, Phone:(785) 273-3880  
Alyx Griffin - MCP Development, Phone:(785) 260-6233  
BENCHMARK MECHANICAL LLC, Address:5 SW 4TH ST, Phone:(816) 524-5616  
MC POWER COMPANIES INC, Address:510 NE 291 HWY, Phone:(816) 251-4700  
PRO DESIGN CONTRACTORS LLC, Address:918 E WARREN ST, Phone:(913) 308-6900  
Falk Architects, Address:1520 Clay St, Phone:(785) 691-9958  
ALPHA-OMEGA GEOTECH, Address:1701 STATE AVE, Phone:(913) 371-0000  
Reviews
Review Type Outcome Est. Completion Date Completed
Sprinkler Plan Review Released for Construction 10/02/2025 09/29/2025
Craig Hill
Building Plan Review Approved with Conditions 03/31/2025 06/10/2025
Joe Frogge
Final Development Plan
Resolved
06/10/2025

The building permit for this project cannot be issued until the Development Services Department has received, approved, and processed the Final Development Plan. Action required: Comment is informational. 3/27/2025 - Acknowledged in letter.
IBC 1704.2 Special Inspections
Resolved
06/03/2025

2018 IBC 1704.2 Special inspections. Where application is made for construction as described in this section, the owner or the registered design professional in responsible charge acting as the owner’s agent shall employ one or more approved agencies to perform inspections during construction on the types of work listed under Section 1705. These inspections are in addition to the inspections identified in Lee’s Summit Code of Ordinances Chapter 7. (see code section for exceptions) Action required: Provide statement of special inspections / letter of responsibility from company contracted to perform special inspections. 3/27/2025 - Acknowledged in letter but letter not found.
License Tax - Payment
Corrective Action Required
03/24/2025

A one-time impact fee in the form of a license tax must be collected before occupancy can be granted. Please be advised that additional application, review, and inspection fees do apply and additional information pertaining to this will be provided during that stage of your approval process. Action required: Comment is for informational purposes. The fee will be $34,146.75 3/27/2025 - Acknowledged in letter.
IBC 1209.2 Finish materials
Resolved
03/27/2025

2018 IBC 1209.2 Finish Materials. Walls, Floors and partitions in toilet and bathrooms shall comply with Sections 209.2.1 through 1209.2.4. 2018 1209.2.1 Floors and wall bases. In other than dwelling units, toilet, bathing and shower room floor finish materials shall have a smooth, hard, nonabsorbent surface. The intersections of such floors with walls shall have a smooth, hard, nonabsorbent vertical base that extends upward onto the walls not less than 4 inches. 2018 1209.2.2 Walls and partitions. Walls and partitions within 2 feet of service sinks, urinals and water closets shall have a smooth, hard, nonabsorbent surface, to a height of not less than 4 feet above the floor, and except for structural elements, the materials used in such walls shall be of a type that is not adversely affected by moisture. (See code section for possible exceptions.) Action required: Specify compliant wall finish materials at mop sink in Jan. 119 and at water closets/urinals at Restrooms 121/122. If paint is used it must be epoxy based.
ICC A117.1 604.5.1 Fixed side wall grab bars
Resolved
03/27/2025

ICC A117.1 604.5.1 Fixed side wall grab bars. Fixed side-wall grab bars shall include a horizontal bar complying with Section 604.5.1.1 and a vertical grab bar complying with Section 604.5.12. The vertical grab bar at water closets primarily for children’s use shall comply with Section 609.4.2. ICC A117.1 604.5.1.1 Horizontal grab bar. A horizontal grab bar 42 inches minimum in length shall be located 12 inches maximum from the rear wall and extending 54 inches minimum from the rear wall. ICC A117.1 604.5.1.2 Vertical grab bar. A vertical grab bar 18 inches minimum in length shall be mounted with the bottom of the bar located 39 inches minimum and 41 inches maximum above the floor, and with the center line of the bar located 39 inches minimum and 41 inches maximum from the rear wall. Action required: Provide vertical side wall grab bar at accessible water closets.
Planning - Screening of rooftop equipment
Resolved
03/24/2025

Unified Development Ordinance Article 8, Section 8.180.E Roof mounted equipment – All roof-mounted equipment shall be screened entirely from view by using parapet walls at the same height as the mechanical units. For additions to existing buildings that do not meet this standard, individual screens will be permitted, with the design subject to approval by the Director. 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. (must be by parapet on all 4 sides and at least as tall as the equipment)
IMC 602.2.1 Materials within plenums
Resolved
03/27/2025

2018 IMC 602.2.1 Materials within plenums. Except as required by Sections 602.2.1.1 through 602.2.1.5, materials within plenums shall be noncombustible or shall be listed and labeled as having a flame spread index of not more than 25 and a smoke-developed index of not more than 50 when tested in accordance with ASTM E84 or UL 723. (see code section for exceptions) Action required: Modify design to show that any piping inside air plenums are to be non-combustible.
IPC 708.1 Cleanouts required
Resolved
03/27/2025

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 cleanouts near where sanitary piping leaves foundation.
NEC Article 110.26 (C)(2) Large equipment
Resolved
03/27/2025

2017 NEC Article 110.26 (C)(3) Personnel Doors. Where equipment rated 800 A or more that contains overcurrent devices, switching devices, or control devices is installed and there is a personnel door(s) intended for entrance to and egress from the working space less than 25 feet from the nearest edge of the working space, the door(s) shall open in the direction of egress and be equipped with panic hardware. Action required: Provide panic hardware at doors exiting Mech. 117.
Final Development Plan Review Approved 05/09/2025 06/09/2025
Grant White
Licensed Contractors Approved 03/31/2025 06/04/2025
Joe Frogge
LC - General Contractor
Resolved
06/04/2025

Lee's Summit Code of Ordinance, Section7-130.10 - Business License. It shall be unlawful for any person to engage in the construction contracting business without first obtaining a business license as required under the applicable provisions of Chapter 28 of the Lee's Summit Code of Ordinances. Action required: Either a Class A or Class B license is required. Provide the company name of the licensed general contractor and the name, email address & phone number for the on-site contact. 3/27/2025 - Still need on-site contact info
LC - MEP Subs
Resolved
06/04/2025

Lee's Summit Code of Ordinance, Section7-130.4 - Business License. (excerpt) No person, other than a licensed contractor or employees of a licensed contractor, shall engage in electrical, plumbing or mechanical business, construction, installation or maintenance unless duly licensed in accordance with this section. Action required: MEP subcontractors are required to be listed on permit. Provide company names of licensed MEP contractors. 3/27/2025 - Not addressed.
Special Inspections Review Approved 06/03/2025
Joe Frogge
Alarm Plan Review Released for Construction 05/23/2025 05/14/2025
Craig Hill
Alarms connected to automatic sprinkler system
Corrective Action Required
05/14/2025

2018 IFC 903.4.2- Alarms. Approved audible and visual devices shall be connected to every automatic sprinkler system. Such sprinkler water-flow alarm devices shall be activated by water flow equivalent to the flow of a single sprinkler of the smallest orifice size installed in the system. Listed alarm notification devices shall be provided on the exterior and interior of the building in an approved location. Where a fire alarm system is installed, actuation of the automatic sprinkler system shall actuate the building fire alarm system. Information only.
Alarm testing.
Corrective Action Required
05/14/2025

2018 IFC 904.4.2- Alarm testing. Notification appliances, connections to fire alarm systems, and connections to approved supervising stations shall be tested in accordance with this section and Section 907 to verify proper operation. Pre-test the system with the sprinkler company prior to calling for the alarm test. Call (816) 969-1300 to schedule an alarm test one business day in advance.
Misc
Corrective Action Required
05/14/2025
Fire Plan Review Approved 03/31/2025 03/31/2025
Craig Hill
Misc
Corrective Action Required
03/24/2025

2018 IFC 1008.3.1 & 3.2 Emergency power for illumination. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate all of the following: 1. Aisles and unenclosed egress stairways in rooms and spaces that require two or mor means of egress. 2. Corridors, interior exit stairways and ramps and exit passageways in buildings required to have two or more exits. 3. Exterior egress components at other than their levels of exit discharge until exit discharge is accomplished for buildings required to have two or more exits. Action Required: Provide exterior emergency lighting at all exits.
Portable fire extinguishers - conspicuous locations
Corrective Action Required
03/24/2025

2018 IFC 906.5- Conspicuous location. Portable fire extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. Action Required: Provide an additional extinguisher in the shop area. Provide an extinguisher in the service drive. Provide an extinguisher in the parts room.
Construction documents for fire alarm systems
Corrective Action Required
03/24/2025

2018 IFC 907.1.1- Construction documents. Construction documents for fire alarm systems shall be submitted for review and approval prior to system installation. Construction documents shall include, but not be limited to, all of the following: 1. .A floor plan which indicates the use of all rooms. 2. Locations of alarm-initiating and notification appliances. 3. Alarm control and trouble signaling equipment. 4. Annunciation. 5. Power connection. 6. Battery calculations. 7. Conductor type and sizes. 8. Voltage drop calculations. 9. Manufacturers, model numbers and listing information for equipment, devices and materials. 10. Details of ceiling height and construction. 11. The interface of fire safety control functions. Action Required: Provide deferred submittal for alarm system.
Construction documents - Fire protection systems
Corrective Action Required
03/24/2025

2018 IFC 901.2- Construction documents. The fire code official shall have the authority to require construction documents and calculations for all fire protection systems and to require permits be issued for the installation, rehabilitation or modification of any fire protection system. Construction documents for fire protection systems shall be submitted for review and approval prior to system installation. Action Required: Provide deferred submittal for protection system.
Alarms connected to automatic sprinkler system
Corrective Action Required
03/24/2025

2018 IFC 903.4.2- Alarms. Approved audible and visual devices shall be connected to every automatic sprinkler system. Such sprinkler water-flow alarm devices shall be activated by water flow equivalent to the flow of a single sprinkler of the smallest orifice size installed in the system. Listed alarm notification devices shall be provided on the exterior and interior of the building in an approved location. Where a fire alarm system is installed, actuation of the automatic sprinkler system shall actuate the building fire alarm system. Information only.
Fire Plan Review Rejected 02/24/2025 02/24/2025
Craig Hill
Misc
Resolved
03/31/2025

2018 IFC 1008.3.1 & 3.2 Emergency power for illumination. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate all of the following: 1. Aisles and unenclosed egress stairways in rooms and spaces that require two or mor means of egress. 2. Corridors, interior exit stairways and ramps and exit passageways in buildings required to have two or more exits. 3. Exterior egress components at other than their levels of exit discharge until exit discharge is accomplished for buildings required to have two or more exits. Action Required: Provide exterior emergency lighting at all exits.
Portable fire extinguishers - conspicuous locations
Resolved
03/31/2025

2018 IFC 906.5- Conspicuous location. Portable fire extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. Action Required: Provide an additional extinguisher in the shop area. Provide an extinguisher in the service drive. Provide an extinguisher in the parts room.
Construction documents for fire alarm systems
Informational
03/31/2025

2018 IFC 907.1.1- Construction documents. Construction documents for fire alarm systems shall be submitted for review and approval prior to system installation. Construction documents shall include, but not be limited to, all of the following: 1. .A floor plan which indicates the use of all rooms. 2. Locations of alarm-initiating and notification appliances. 3. Alarm control and trouble signaling equipment. 4. Annunciation. 5. Power connection. 6. Battery calculations. 7. Conductor type and sizes. 8. Voltage drop calculations. 9. Manufacturers, model numbers and listing information for equipment, devices and materials. 10. Details of ceiling height and construction. 11. The interface of fire safety control functions. Action Required: Provide deferred submittal for alarm system.
Construction documents - Fire protection systems
Informational
03/31/2025

2018 IFC 901.2- Construction documents. The fire code official shall have the authority to require construction documents and calculations for all fire protection systems and to require permits be issued for the installation, rehabilitation or modification of any fire protection system. Construction documents for fire protection systems shall be submitted for review and approval prior to system installation. Action Required: Provide deferred submittal for protection system.
Alarms connected to automatic sprinkler system
Informational
03/31/2025

2018 IFC 903.4.2- Alarms. Approved audible and visual devices shall be connected to every automatic sprinkler system. Such sprinkler water-flow alarm devices shall be activated by water flow equivalent to the flow of a single sprinkler of the smallest orifice size installed in the system. Listed alarm notification devices shall be provided on the exterior and interior of the building in an approved location. Where a fire alarm system is installed, actuation of the automatic sprinkler system shall actuate the building fire alarm system. Information only.
Building Plan Review Rejected 02/24/2025 02/21/2025
Joe Frogge
Final Development Plan
Corrective Action Required
02/21/2025

The building permit for this project cannot be issued until the Development Services Department has received, approved, and processed the Final Development Plan. Action required: Comment is informational.
IBC 1704.2 Special Inspections
Corrective Action Required
02/21/2025

2018 IBC 1704.2 Special inspections. Where application is made for construction as described in this section, the owner or the registered design professional in responsible charge acting as the owner’s agent shall employ one or more approved agencies to perform inspections during construction on the types of work listed under Section 1705. These inspections are in addition to the inspections identified in Lee’s Summit Code of Ordinances Chapter 7. (see code section for exceptions) Action required: Provide statement of special inspections / letter of responsibility from company contracted to perform special inspections.
License Tax - Payment
Corrective Action Required
02/21/2025

A one-time impact fee in the form of a license tax must be collected before occupancy can be granted. Please be advised that additional application, review, and inspection fees do apply and additional information pertaining to this will be provided during that stage of your approval process. Action required: Comment is for informational purposes. The fee will be $34,146.75
IBC 1209.2 Finish materials
Corrective Action Required
02/21/2025

2018 IBC 1209.2 Finish Materials. Walls, Floors and partitions in toilet and bathrooms shall comply with Sections 209.2.1 through 1209.2.4. 2018 1209.2.1 Floors and wall bases. In other than dwelling units, toilet, bathing and shower room floor finish materials shall have a smooth, hard, nonabsorbent surface. The intersections of such floors with walls shall have a smooth, hard, nonabsorbent vertical base that extends upward onto the walls not less than 4 inches. 2018 1209.2.2 Walls and partitions. Walls and partitions within 2 feet of service sinks, urinals and water closets shall have a smooth, hard, nonabsorbent surface, to a height of not less than 4 feet above the floor, and except for structural elements, the materials used in such walls shall be of a type that is not adversely affected by moisture. (See code section for possible exceptions.) Action required: Specify compliant wall finish materials at mop sink in Jan. 119 and at water closets/urinals at Restrooms 121/122. If paint is used it must be epoxy based.
ICC A117.1 604.5.1 Fixed side wall grab bars
Corrective Action Required
02/21/2025

ICC A117.1 604.5.1 Fixed side wall grab bars. Fixed side-wall grab bars shall include a horizontal bar complying with Section 604.5.1.1 and a vertical grab bar complying with Section 604.5.12. The vertical grab bar at water closets primarily for children’s use shall comply with Section 609.4.2. ICC A117.1 604.5.1.1 Horizontal grab bar. A horizontal grab bar 42 inches minimum in length shall be located 12 inches maximum from the rear wall and extending 54 inches minimum from the rear wall. ICC A117.1 604.5.1.2 Vertical grab bar. A vertical grab bar 18 inches minimum in length shall be mounted with the bottom of the bar located 39 inches minimum and 41 inches maximum above the floor, and with the center line of the bar located 39 inches minimum and 41 inches maximum from the rear wall. Action required: Provide vertical side wall grab bar at accessible water closets.
Planning - Screening of rooftop equipment
Corrective Action Required
02/21/2025

Unified Development Ordinance Article 8, Section 8.180.E Roof mounted equipment – All roof-mounted equipment shall be screened entirely from view by using parapet walls at the same height as the mechanical units. For additions to existing buildings that do not meet this standard, individual screens will be permitted, with the design subject to approval by the Director. 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. (must be by parapet on all 4 sides and at least as tall as the equipment)
IMC 602.2.1 Materials within plenums
Corrective Action Required
02/21/2025

2018 IMC 602.2.1 Materials within plenums. Except as required by Sections 602.2.1.1 through 602.2.1.5, materials within plenums shall be noncombustible or shall be listed and labeled as having a flame spread index of not more than 25 and a smoke-developed index of not more than 50 when tested in accordance with ASTM E84 or UL 723. (see code section for exceptions) Action required: Modify design to show that any piping inside air plenums are to be non-combustible.
IPC 708.1 Cleanouts required
Corrective Action Required
02/21/2025

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 cleanouts near where sanitary piping leaves foundation.
NEC Article 110.26 (C)(2) Large equipment
Corrective Action Required
02/21/2025

2017 NEC Article 110.26 (C)(3) Personnel Doors. Where equipment rated 800 A or more that contains overcurrent devices, switching devices, or control devices is installed and there is a personnel door(s) intended for entrance to and egress from the working space less than 25 feet from the nearest edge of the working space, the door(s) shall open in the direction of egress and be equipped with panic hardware. Action required: Provide panic hardware at doors exiting Mech. 117.
Licensed Contractors Rejected 02/24/2025 02/21/2025
Joe Frogge
LC - General Contractor
Corrective Action Required
02/21/2025

Lee's Summit Code of Ordinance, Section7-130.10 - Business License. It shall be unlawful for any person to engage in the construction contracting business without first obtaining a business license as required under the applicable provisions of Chapter 28 of the Lee's Summit Code of Ordinances. Action required: Either a Class A or Class B license is required. Provide the company name of the licensed general contractor and the name, email address & phone number for the on-site contact.
LC - MEP Subs
Corrective Action Required
02/21/2025

Lee's Summit Code of Ordinance, Section7-130.4 - Business License. (excerpt) No person, other than a licensed contractor or employees of a licensed contractor, shall engage in electrical, plumbing or mechanical business, construction, installation or maintenance unless duly licensed in accordance with this section. Action required: MEP subcontractors are required to be listed on permit. Provide company names of licensed MEP contractors.
Fees
Paid Fees Amount Paid Owing Date Paid
Valuation Fee for New Commercial $30,005.20 $30,005.20 Paid 07/14/2025
Water Tap Fee $27,200.00 $27,200.00 Paid 07/08/2025
Sanitary Sewer Development Fee $15,995.00 $15,995.00 Paid 07/08/2025
Water Meter Fee $3,922.34 $3,922.34 Paid 07/08/2025
Storm Sewer Inspection Fee $10,800.00 $10,800.00 Paid 07/08/2025
Site Grading Fee $9,283.11 $9,283.11 Paid 07/08/2025
Water Test Fee $200.00 $200.00 Paid 07/08/2025
Right of Way Permit Fee $85.00 $85.00 Paid 07/08/2025
Paved Surface Inspection Fee $15,140.91 $15,140.91 Paid 07/08/2025
Sanitary Sewer Insp Fees $2,010.00 $2,010.00 Paid 07/08/2025
Water Insp Fee $5,928.00 $5,928.00 Paid 07/14/2025
Parks Impact Fee Non-Residential - Zone 4 $4,334.00 $4,334.00 Paid 07/14/2025
Outstanding Fees Amount Paid Owing Date Paid
Commercial Excise Tax Fee $34,146.75 $0.00 $34,146.75 Not Paid
Totals: $159,050.31 $124,903.56 $34,146.75


$34,146.75    Add Fees to My Cart
Inspections
Inspection Outcome Requested Scheduled Date Inspected
Alarm Test Pending
Electrical Service Inspection Pending
Gas Service Inspection - Commercial Pending
Footing Inspection - Commercial Pending
THE FOLLOWING AREAS ARE APPROVED
Informational
09/09/2025
-Building perimeter and interior footings complete
Sprinkler - Hydrostatic Test Pending
Sprinkler - Flow Test Pending
Storm Sewer Construction Inspection Pending
Misc
Informational
11/25/2025
11/24/25 Monday JMJ (Gen. MCP, Sub. Pro Design) Contractor was starting the 8" HDPE drains staking and installation. 11/25/25 Tuesday JMJ ( Gen. MCP, Sub. Pro Design) Contractor installed underground roof drains on the Westside of the building yesterday 11/24/25. Contractor will be installing storm pipe on the Eastside of building for the 8" HDPE storm line underground roof drains.
All Rough Inspection - Commercial Pending
Sanitary Sewer Construction Inspection Pending
Misc
Informational
01/22/2026
12-16-25 PS Contractor installed sand/oil interceptor, 4" to 6" reducer installed, excavating for line placement from interceptor to grinder pump. 12/17/25 Wednesday JMJ (Sub. Design Pro) Contractor continued with the installation of 6" sanitary lines to septic tank. Contractor will continue to install sanitary line up to septic tank from public service line. 01/22/26 Thursday JMJ (Gen. MCP Group Shane, Sub. Design Pro) Water came out and began to run the camera for their required service inspection today. Inspector will past the result along to contractors after the inspection result are e-mailed.
Site Visit Pending
Misc
Informational
02/25/2026
01/05/26 Monday JMJ Contractor locating water and began setting the backflow vault. 1/16/25 PS Made site visit, no inspections for FEI today 1-28-26 PS Made site visit, no inspections for FEI today 1/30/26 PS Made site visit, no inspections for FEI today 2/3/26 PS Made site visit, no inspections for FEI today 2/25/26 PS Made site visit, no inspections for FEI
Underground Electrical Inspection - Commercial Pending
Misc
Corrective Action Required
02/25/2026
-conduit and ground rods for (8) light poles from building at west -conduit and ground rods for (6) light poles at north lot and EV charger -4" Conduit for fiber from new tower location to existing building at south side -From east side to island boxes and to (21) light poles at east lot -From islands to pull box in east lot and to (12) light poles at south
Water Line - Construction Inspection Pending
Misc
Informational
03/10/2026
1/20/26 PS Contractor (Pro Design) excavating for start of directional bore for street crossing of water line to main. Main excavated on south side of Ward. 1/20/26 PS afternoon inspection, contractor completed bore for crossing and has pushed line through bore. 01/22/26 Thursday JMJ (Pro Design) Contractor has installed approximately 180' of 6" water main (120' represent the bored section under NW Ward Road) back blocking were poured on newly installed water line. 02/09/26 Monday JMJ (Pro Design) Contractor performing tie-in 2/ 12" gate valve and 1/ 6" gate valve & 2/ 12" sleeve. Started tie-in @ 12" inch water main to the proposed 6" water main. 3/10/26 PS Observed contractor (Pro Design) flushing private fire line at the riser along with the (2) private hydrants
Water Service Inspection Pending
Misc
Informational
03/10/2026
10/03/25 Friday JMJ (Gen. MCP Group, Sub Pro Design Contractor) Contractor installed 6" riser and 20' of 6" PVC waterpipe. 11/13/25 Thursday (Gen. MCP Group, Sub Pro Design Contractor) Contractor bored the copper pipe on 11/11/125 Tuesday for the water & irrigation meters. The contractors connected the copper lines on 11/12/25 Wednesday. Contractor are locating 6" existing water main to cut in a hydrant. 12/08/25 Monday (Gen. MCP Group, Sub Pro Design Contractor) Contractor plans to start install fire line. 12/10/25 Wednesday (Gen. MCP Group, Sub Pro Design Contractor) Contractor continued to construction of 6" fire line as per project plans. Contractor also installed 2" poly domestic water main. 12/11/25 Thursday (Gen. MCP Group, Sub Pro Design Contractor) Contractor continued to construct 6" fire line and the installation of 2" domestic poly water main. Revision for meter vault and water main tie-in is going through approval. 1/6/25 PS Contractor set backflow vault for fire line at STA 11+78.22, 4" SDR pipe for sump drain set at vault floor and connected to manhole as shown on plans 1/20/25 PS Contractor (Pro Design) excavating for start of directional bore for street crossing of water line to main. Main excavated on south side of Ward. 1/20/26 PS afternoon inspection, contractor completed bore for crossing and has pushed line through bore 3/10/26 PS Contractor (Pro Design) installed water meter for domestic service. Copper installed from tap on main to setter with 10' tail off setter before conversion to pex water line.
Above Ceiling Inspection Pending
Misc
Corrective Action Required
03/12/2026
-Hard lid at car wash bay ok to cover -ACM ceiling at lobby ok to cover
Erosion Control Inspection Pending
Misc
Informational
03/17/2026
08/12/25 Tuesday JMJ (MGP- Shane Murray) Erosion control contractor has install chain fencing & silt fencing. 10/15/25 Wednesday JMJ (MGP - Shane Murray) Erosion control has been maintain installed chain fencing & silt fencing. 10/29/25 Wednesday JMJ (MGP - Shane Murray) Erosion control has been maintain. 11/17/25 Monday JMJ (MGP - Shane Murray) Erosion control has been maintain. 12/10/25 Wednesday JMJ (MGP - Shane Murray) Erosion control has been maintain. Reminded the contractor to keep the street clean. 12/30/25 Wednesday JMJ (MGP - Shane Murray) Erosion control has been maintain. Reminded the contractor to keep the street clean. 03/17/26 Tuesday JMJ (MGP - Shane Murray) Erosion control has been maintain.
Pavement-Stabilized Subgrade Pending
Misc
Informational
03/23/2026
03/19/26 Thursday JMJ (MCP Group) Contractor started the installation of geo-grid on the Northeast side of building. 03/20/26 Thursday JMJ (MCP Group) Contractor continued the installation of geo-grid & rock on the Northeast side of building. 03/23/26 Monday JMJ (MCP Group) Contractor continued to install geo-grid & rock along the Eastside going South.
Curb - Proof Roll Pending
Misc
Informational
03/25/2026
03/25/26 Wednesday JMJ Proof roll passed the tonnage on the truck was about 2 tons light. The proof rolled areas showed little to no sign of deflection in the gravel rock over the geo-grid. Alpha Omega Geo Tech was onsite for for proof roll. Contractor was informed that proof-roll will be required again if more than a 1/4" of rainfall happens before curb are poured.
In-wall Inspection Pending
Misc
Informational
03/25/2026
**Complete except as noted: *In garage side; -Eye wash stations
Erosion Control Inspection Partial 8/12/2025 8/12/2025 08/12/2025
Misc
Informational
08/12/2025
08/12/25 Tuesday JMJ (Themgroup - Shane Murray) Erosion control contractor has install chain fencing & silt fencing.
Grading/Excavation/Fill Inspection Partial 8/12/2025 8/12/2025 08/12/2025
Misc
Informational
08/12/2025
08/12/25 Tuesday JMJ (Themgroup - Shane Murray) Excavation site. 09/30/25 Tuesday JMJ Grading continues on site. Contractor increase grading level.
Site Visit Partial 9/3/2025 9/3/2025 09/03/2025
Misc
Informational
09/03/2025
09/03/25 Wednesday JMJ (MCP Group, KAW Valley Co.) Contractor moved fencing behind sidewalk. Contractor continue to excavating & grading of site to begin installation of underground utilities.
Misc
Informational
09/03/2025
Footing Inspection - Commercial Partial 9/4/2025 9/4/2025 09/04/2025
THE FOLLOWING AREAS ARE APPROVED
Informational
09/04/2025
-Line 11 from A to J -Interior pad at C/5
Footing Inspection - Commercial Partial 9/5/2025 9/5/2025 09/05/2025
THE FOLLOWING AREAS ARE APPROVED
Informational
09/04/2025
-Line 12 from A to J -Interior pad at C/5 - Line K from 1 to 12 - Line 2 from G to K - Line 12 from J to K
Footing Inspection - Commercial Partial 9/9/2025 9/9/2025 09/09/2025
THE FOLLOWING AREAS ARE APPROVED
Informational
09/05/2025
-Building perimeter and interior footings complete
Underslab Plumbing Inspection - Commercial Partial 9/30/2025 9/30/2025 09/30/2025
Misc
Corrective Action Required
09/30/2025
Sanitary from line A to H approved
Water Service Inspection Partial 10/3/2025 10/3/2025 10/03/2025
Misc
Informational
10/03/2025
10/03/25 Friday JMJ (Gen. MCP Group, Sub Pro Design Contractor) Contractor installed 6" riser and 20' of 6" PVC waterpipe.
Underslab Electrical Inspection - Commercial Partial 10/6/2025 10/6/2025 10/06/2025
Misc
Corrective Action Required
10/06/2025
from line A to H approved
Underslab Plumbing Inspection - Commercial Passed 10/6/2025 10/6/2025 10/06/2025
Misc
Resolved
10/06/2025
Sanitary from line A to H approved
Storm Sewer Construction Inspection Partial 10/9/2025 10/9/2025 10/09/2025
Misc
Informational
10/09/2025
10/09/25 Thursday JMJ (Design Pro) Contractor laid approximately 60' of 70" RCP Round storm line. Contractor started from sta 5+40 contractor also set square manhole MH #1 at sta 2+54.28 as-per project plan.
Underslab Electrical Inspection - Commercial Passed 10/10/2025 10/10/2025 10/10/2025
Misc
Corrective Action Required
10/06/2025
from line A to H approved
Misc
Informational
10/10/2025
H-k And 1-12 inspected and passed
Storm Sewer Construction Inspection Partial 10/10/2025 10/10/2025 10/10/2025
Misc
Informational
10/09/2025
10/09/25 Thursday JMJ (Design Pro) Contractor laid approximately 60' of 70" RCP Round storm line. Contractor started from sta 5+40 contractor also set square manhole MH #1 at sta 2+54.28 as-per project plan. 10/10/25 Friday JMJ (Design Pro) Contractor continued to lay 70" RCP Round storm line.
Storm Sewer Construction Inspection Partial 10/13/2025 10/13/2025 10/13/2025
Misc
Informational
10/10/2025
10/09/25 Thursday JMJ (Design Pro) Contractor laid approximately 60' of 70" RCP Round storm line. Contractor started from sta 5+40 contractor also set square manhole MH #1 at sta 2+54.28 as-per project plan. 10/10/25 Friday JMJ (Design Pro) Contractor continued to lay 70" RCP Round storm line. 10/13/25 Monday JMJ Design Pro Contractor continued to install 70" RCP storm line 80' was installed last week. Contractor will install approximately 80' of 70" RCP storm pipe today.
Storm Sewer Construction Inspection Partial 10/14/2025 10/14/2025 10/14/2025
Misc
Informational
10/13/2025
10/09/25 Thursday JMJ (Sub. Design Pro) Contractor laid approximately 60' of 70" RCP Round storm line. Contractor started from sta 5+40 contractor also set square manhole MH #1 at sta 2+54.28 as-per project plan. 10/10/25 Friday JMJ (Design Pro) Contractor continued to lay 70" RCP Round storm line. 10/13/25 Monday JMJ (Sub. Design Pro) Contractor continued to install 70" RCP storm line 80' was installed last week. Contractor will install approximately 80' of 70" RCP storm pipe today. 10/14/25 Tuesday JMJ (Sub. Design Pro) Contractor continued to install 70" RCP storm pipe approximately 100'. Contractor stopped sta 2+70 on storm line.
Erosion Control Inspection Partial 10/15/2025
Misc
Informational
08/12/2025
08/12/25 Tuesday JMJ (MGP- Shane Murray) Erosion control contractor has install chain fencing & silt fencing. 10/15/25 Wednesday JMJ (MGP - Shane Murray) Erosion control has been maintain installed chain fencing & silt fencing.
Storm Sewer Construction Inspection Partial 10/15/2025 10/15/2025 10/15/2025
Misc
Informational
10/14/2025
10/09/25 Thursday JMJ (Sub. Design Pro) Contractor laid approximately 60' of 70" RCP Round storm line. Contractor started from sta 5+40 contractor also set square manhole MH #1 at sta 2+54.28 as-per project plan. 10/10/25 Friday JMJ (Design Pro) Contractor continued to lay 70" RCP Round storm line. 10/13/25 Monday JMJ (Sub. Design Pro) Contractor continued to install 70" RCP storm line 80' was installed last week. Contractor will install approximately 80' of 70" RCP storm pipe today. 10/14/25 Tuesday JMJ (Sub. Design Pro) Contractor continued to install 70" RCP storm pipe approximately 100'. Contractor stopped sta 2+70 on storm line. 10/15/25 Wednesday JMJ (MGP - Shane, Sub. Design Pro) Contractor had to reinstall MH #1 at sta 2+54.28 because survey were corrected. The contractor continued to install 70' RCP storm pipe.
Storm Sewer Construction Inspection Partial 10/16/2025 10/16/2025 10/16/2025
Misc
Informational
10/15/2025
10/09/25 Thursday JMJ (Sub. Design Pro) Contractor laid approximately 60' of 70" RCP Round storm line. Contractor started from sta 5+40 contractor also set square manhole MH #1 at sta 2+54.28 as-per project plan. 10/10/25 Friday JMJ (Sub.Pro Design) Contractor continued to lay 70" RCP Round storm line. 10/13/25 Monday JMJ (Sub. Pro Design) Contractor continued to install 70" RCP storm line 80' was installed last week. Contractor will install approximately 80' of 70" RCP storm pipe today. 10/14/25 Tuesday JMJ (Sub. Pro Design) Contractor continued to install 70" RCP storm pipe approximately 100'. Contractor stopped sta 2+70 on storm line. 10/15/25 Wednesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor had to reinstall MH #1 at sta 2+54.28 because survey were corrected. The contractor continued to install 70' RCP storm pipe. 10/16/25 Thursday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor installed approximately 52' of 70" RCP Storm line from exist storm line sta 2+00 to sta 2+52. Contractor backfilled excavation.
Storm Sewer Construction Inspection Partial 10/21/2025 10/21/2025 10/21/2025
Misc
Informational
10/16/2025
10/09/25 Thursday JMJ (Sub. Design Pro) Contractor laid approximately 60' of 70" RCP Round storm line. Contractor started from sta 5+40 contractor also set square manhole MH #1 at sta 2+54.28 as-per project plan. 10/10/25 Friday JMJ (Sub.Pro Design) Contractor continued to lay 70" RCP Round storm line. 10/13/25 Monday JMJ (Sub. Pro Design) Contractor continued to install 70" RCP storm line 80' was installed last week. Contractor will install approximately 80' of 70" RCP storm pipe today. 10/14/25 Tuesday JMJ (Sub. Pro Design) Contractor continued to install 70" RCP storm pipe approximately 100'. Contractor stopped sta 2+70 on storm line. 10/15/25 Wednesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor had to reinstall MH #1 at sta 2+54.28 because survey were corrected. The contractor continued to install 70' RCP storm pipe. 10/16/25 Thursday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor installed approximately 52' of 70" RCP Storm line from exist storm line sta 2+00 to sta 2+52. Contractor backfilled excavation. 10/21/25 Tuesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor excavating the existing junction box to install 30" HDPE storm pipe.
Storm Sewer Construction Inspection Partial 10/22/2025 10/22/2025 10/22/2025
Misc
Informational
10/21/2025
10/09/25 Thursday JMJ (Sub. Design Pro) Contractor laid approximately 60' of 70" RCP Round storm line. Contractor started from sta 5+40 contractor also set square manhole MH #1 at sta 2+54.28 as-per project plan. 10/10/25 Friday JMJ (Sub.Pro Design) Contractor continued to lay 70" RCP Round storm line. 10/13/25 Monday JMJ (Sub. Pro Design) Contractor continued to install 70" RCP storm line 80' was installed last week. Contractor will install approximately 80' of 70" RCP storm pipe today. 10/14/25 Tuesday JMJ (Sub. Pro Design) Contractor continued to install 70" RCP storm pipe approximately 100'. Contractor stopped sta 2+70 on storm line. 10/15/25 Wednesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor had to reinstall MH #1 at sta 2+54.28 because survey were corrected. The contractor continued to install 70' RCP storm pipe. 10/16/25 Thursday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor installed approximately 52' of 70" RCP Storm line from exist storm line sta 2+00 to sta 2+52. Contractor backfilled excavation. 10/21/25 Tuesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor excavating the existing junction box to install 30" HDPE storm pipe. 10/22/25 PS Contractor excavating for storm pipe at 4+70, invert poured for storm box #1 at 2+54.28, invert at outflow poured for toe wall at 5+48
Storm Sewer Construction Inspection Partial 10/23/2025 10/23/2025 10/23/2025
Misc
Informational
10/22/2025
10/09/25 Thursday JMJ (Sub. Design Pro) Contractor laid approximately 60' of 70" RCP Round storm line. Contractor started from sta 5+40 contractor also set square manhole MH #1 at sta 2+54.28 as-per project plan. 10/10/25 Friday JMJ (Sub.Pro Design) Contractor continued to lay 70" RCP Round storm line. 10/13/25 Monday JMJ (Sub. Pro Design) Contractor continued to install 70" RCP storm line 80' was installed last week. Contractor will install approximately 80' of 70" RCP storm pipe today. 10/14/25 Tuesday JMJ (Sub. Pro Design) Contractor continued to install 70" RCP storm pipe approximately 100'. Contractor stopped sta 2+70 on storm line. 10/15/25 Wednesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor had to reinstall MH #1 at sta 2+54.28 because survey were corrected. The contractor continued to install 70' RCP storm pipe. 10/16/25 Thursday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor installed approximately 52' of 70" RCP Storm line from exist storm line sta 2+00 to sta 2+52. Contractor backfilled excavation. 10/21/25 Tuesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor excavating the existing junction box to install 30" HDPE storm pipe. 10/22/25 PS Contractor excavating for storm pipe at 4+70, invert poured for storm box #1 at 2+54.28, invert at outflow poured for toe wall at 5+48 10/23/25 JMJ (MCP Group - Shane, Sub. Pro Design) Contractor began to install 30" HDPE from Existing Junction Box constructing an opening to lay the storm pipe. Contractor will install approximately 60' of 30" HDPE & pour a collar on the existing junction box and the newly installed 30" HDPE.
Storm Sewer Construction Inspection Partial 10/28/2025 10/28/2025 10/28/2025
Misc
Informational
10/23/2025
10/09/25 Thursday JMJ (Sub. Design Pro) Contractor laid approximately 60' of 70" RCP Round storm line. Contractor started from sta 5+40 contractor also set square manhole MH #1 at sta 2+54.28 as-per project plan. 10/10/25 Friday JMJ (Sub.Pro Design) Contractor continued to lay 70" RCP Round storm line. 10/13/25 Monday JMJ (Sub. Pro Design) Contractor continued to install 70" RCP storm line 80' was installed last week. Contractor will install approximately 80' of 70" RCP storm pipe today. 10/14/25 Tuesday JMJ (Sub. Pro Design) Contractor continued to install 70" RCP storm pipe approximately 100'. Contractor stopped sta 2+70 on storm line. 10/15/25 Wednesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor had to reinstall MH #1 at sta 2+54.28 because survey were corrected. The contractor continued to install 70' RCP storm pipe. 10/16/25 Thursday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor installed approximately 52' of 70" RCP Storm line from exist storm line sta 2+00 to sta 2+52. Contractor backfilled excavation. 10/21/25 Tuesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor excavating the existing junction box to install 30" HDPE storm pipe. 10/22/25 PS Contractor excavating for storm pipe at 4+70, invert poured for storm box #1 at 2+54.28, invert at outflow poured for toe wall at 5+48 10/23/25 JMJ (MCP Group - Shane, Sub. Pro Design) Contractor began to install 30" HDPE from Existing Junction Box constructing an opening to lay the storm pipe. Contractor will install approximately 60' of 30" HDPE & pour a collar on the existing junction box and the newly installed 30" HDPE. 10/28/25 Tuesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor installed approximately 20' of 30" HDPE yesterday and backfilled. No work onsite today.
Erosion Control Inspection Partial 10/29/2025 10/29/2025 10/29/2025
Misc
Informational
10/15/2025
08/12/25 Tuesday JMJ (MGP- Shane Murray) Erosion control contractor has install chain fencing & silt fencing. 10/15/25 Wednesday JMJ (MGP - Shane Murray) Erosion control has been maintain installed chain fencing & silt fencing. 10/29/25 Wednesday JMJ (MGP - Shane Murray) Erosion control has been maintain.
Storm Sewer Construction Inspection Partial 10/30/2025 10/30/2025 10/30/2025
Misc
Informational
10/28/2025
10/09/25 Thursday JMJ (Sub. Design Pro) Contractor laid approximately 60' of 70" RCP Round storm line. Contractor started from sta 5+40 contractor also set square manhole MH #1 at sta 2+54.28 as-per project plan. 10/10/25 Friday JMJ (Sub.Pro Design) Contractor continued to lay 70" RCP Round storm line. 10/13/25 Monday JMJ (Sub. Pro Design) Contractor continued to install 70" RCP storm line 80' was installed last week. Contractor will install approximately 80' of 70" RCP storm pipe today. 10/14/25 Tuesday JMJ (Sub. Pro Design) Contractor continued to install 70" RCP storm pipe approximately 100'. Contractor stopped sta 2+70 on storm line. 10/15/25 Wednesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor had to reinstall MH #1 at sta 2+54.28 because survey were corrected. The contractor continued to install 70' RCP storm pipe. 10/16/25 Thursday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor installed approximately 52' of 70" RCP Storm line from exist storm line sta 2+00 to sta 2+52. Contractor backfilled excavation. 10/21/25 Tuesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor excavating the existing junction box to install 30" HDPE storm pipe. 10/22/25 PS Contractor excavating for storm pipe at 4+70, invert poured for storm box #1 at 2+54.28, invert at outflow poured for toe wall at 5+48 10/23/25 JMJ (MCP Group - Shane, Sub. Pro Design) Contractor began to install 30" HDPE from Existing Junction Box constructing an opening to lay the storm pipe. Contractor will install approximately 60' of 30" HDPE & pour a collar on the existing junction box and the newly installed 30" HDPE. 10/28/25 Tuesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor installed approximately 20' of 30" HDPE yesterday and backfilled. No work onsite today. 10/30/25 Thursday JMJ (MCP Group - Shane, Sub. Pro Design) (Correction on Monday 10/27/25 contractor installed 40' of 30" HDPE.) Contractor continued the installation of 30" HDPE storm pipe storm box was installed as per project plans.
Storm Sewer Construction Inspection Partial 10/31/2025 10/31/2025 10/31/2025
Misc
Informational
10/30/2025
10/09/25 Thursday JMJ (Sub. Design Pro) Contractor laid approximately 60' of 70" RCP Round storm line. Contractor started from sta 5+40 contractor also set square manhole MH #1 at sta 2+54.28 as-per project plan. 10/10/25 Friday JMJ (Sub.Pro Design) Contractor continued to lay 70" RCP Round storm line. 10/13/25 Monday JMJ (Sub. Pro Design) Contractor continued to install 70" RCP storm line 80' was installed last week. Contractor will install approximately 80' of 70" RCP storm pipe today. 10/14/25 Tuesday JMJ (Sub. Pro Design) Contractor continued to install 70" RCP storm pipe approximately 100'. Contractor stopped sta 2+70 on storm line. 10/15/25 Wednesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor had to reinstall MH #1 at sta 2+54.28 because survey were corrected. The contractor continued to install 70' RCP storm pipe. 10/16/25 Thursday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor installed approximately 52' of 70" RCP Storm line from exist storm line sta 2+00 to sta 2+52. Contractor backfilled excavation. 10/21/25 Tuesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor excavating the existing junction box to install 30" HDPE storm pipe. 10/22/25 PS Contractor excavating for storm pipe at 4+70, invert poured for storm box #1 at 2+54.28, invert at outflow poured for toe wall at 5+48 10/23/25 JMJ (MCP Group - Shane, Sub. Pro Design) Contractor began to install 30" HDPE from Existing Junction Box constructing an opening to lay the storm pipe. Contractor will install approximately 60' of 30" HDPE & pour a collar on the existing junction box and the newly installed 30" HDPE. 10/28/25 Tuesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor installed approximately 20' of 30" HDPE yesterday and backfilled. No work onsite today. 10/30/25 Thursday JMJ (MCP Group - Shane, Sub. Pro Design) (Correction on Monday 10/27/25 contractor installed 40' of 30" HDPE.) Contractor continued the installation of 30" HDPE storm pipe storm box was installed as per project plans. 10/31/25 PS Contractor storm box inlet #4 at 0+00.00 yesterday 10/30, contactor completed HDPE line between box #4 and box #5 at 3+71.73. Contractor to begin excavating for box#3 at 2+15.04 today with HDPE from box #5 to be set.
Storm Sewer Construction Inspection Partial 11/3/2025 11/3/2025 11/03/2025
Misc
Informational
10/31/2025
10/09/25 Thursday JMJ (Sub. Design Pro) Contractor laid approximately 60' of 70" RCP Round storm line. Contractor started from sta 5+40 contractor also set square manhole MH #1 at sta 2+54.28 as-per project plan. 10/10/25 Friday JMJ (Sub.Pro Design) Contractor continued to lay 70" RCP Round storm line. 10/13/25 Monday JMJ (Sub. Pro Design) Contractor continued to install 70" RCP storm line 80' was installed last week. Contractor will install approximately 80' of 70" RCP storm pipe today. 10/14/25 Tuesday JMJ (Sub. Pro Design) Contractor continued to install 70" RCP storm pipe approximately 100'. Contractor stopped sta 2+70 on storm line. 10/15/25 Wednesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor had to reinstall MH #1 at sta 2+54.28 because survey were corrected. The contractor continued to install 70' RCP storm pipe. 10/16/25 Thursday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor installed approximately 52' of 70" RCP Storm line from exist storm line sta 2+00 to sta 2+52. Contractor backfilled excavation. 10/21/25 Tuesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor excavating the existing junction box to install 30" HDPE storm pipe. 10/22/25 PS Contractor excavating for storm pipe at 4+70, invert poured for storm box #1 at 2+54.28, invert at outflow poured for toe wall at 5+48 10/23/25 JMJ (MCP Group - Shane, Sub. Pro Design) Contractor began to install 30" HDPE from Existing Junction Box constructing an opening to lay the storm pipe. Contractor will install approximately 60' of 30" HDPE & pour a collar on the existing junction box and the newly installed 30" HDPE. 10/28/25 Tuesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor installed approximately 20' of 30" HDPE yesterday and backfilled. No work onsite today. 10/30/25 Thursday JMJ (MCP Group - Shane, Sub. Pro Design) (Correction on Monday 10/27/25 contractor installed 40' of 30" HDPE.) Contractor continued the installation of 30" HDPE storm pipe storm box was installed as per project plans. 10/31/25 PS Contractor storm box inlet #4 at 0+00.00 yesterday 10/30, contactor completed HDPE line between box #4 and box #5 at 3+71.73. Contractor to begin excavating for box#3 at 2+15.04 today with HDPE from box #5 to be set. 11/3/25 PS Contractor set box #3 at 2+15.04 with approx 100' of 24" HDPE at connection to box#4. Contractor pouring collars and invert at box#5
Storm Sewer Construction Inspection Partial 11/4/2025 11/4/2025 11/04/2025
Misc
Informational
11/03/2025
10/09/25 Thursday JMJ (Sub. Design Pro) Contractor laid approximately 60' of 70" RCP Round storm line. Contractor started from sta 5+40 contractor also set square manhole MH #1 at sta 2+54.28 as-per project plan. 10/10/25 Friday JMJ (Sub.Pro Design) Contractor continued to lay 70" RCP Round storm line. 10/13/25 Monday JMJ (Sub. Pro Design) Contractor continued to install 70" RCP storm line 80' was installed last week. Contractor will install approximately 80' of 70" RCP storm pipe today. 10/14/25 Tuesday JMJ (Sub. Pro Design) Contractor continued to install 70" RCP storm pipe approximately 100'. Contractor stopped sta 2+70 on storm line. 10/15/25 Wednesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor had to reinstall MH #1 at sta 2+54.28 because survey were corrected. The contractor continued to install 70' RCP storm pipe. 10/16/25 Thursday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor installed approximately 52' of 70" RCP Storm line from exist storm line sta 2+00 to sta 2+52. Contractor backfilled excavation. 10/21/25 Tuesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor excavating the existing junction box to install 30" HDPE storm pipe. 10/22/25 PS Contractor excavating for storm pipe at 4+70, invert poured for storm box #1 at 2+54.28, invert at outflow poured for toe wall at 5+48 10/23/25 JMJ (MCP Group - Shane, Sub. Pro Design) Contractor began to install 30" HDPE from Existing Junction Box constructing an opening to lay the storm pipe. Contractor will install approximately 60' of 30" HDPE & pour a collar on the existing junction box and the newly installed 30" HDPE. 10/28/25 Tuesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor installed approximately 20' of 30" HDPE yesterday and backfilled. No work onsite today. 10/30/25 Thursday JMJ (MCP Group - Shane, Sub. Pro Design) (Correction on Monday 10/27/25 contractor installed 40' of 30" HDPE.) Contractor continued the installation of 30" HDPE storm pipe storm box was installed as per project plans. 10/31/25 PS Contractor storm box inlet #4 at 0+00.00 yesterday 10/30, contactor completed HDPE line between box #4 and box #5 at 3+71.73. Contractor to begin excavating for box#3 at 2+15.04 today with HDPE from box #5 to be set. 11/3/25 PS Contractor set box #3 at 2+15.04 with approx 100' of 24" HDPE at connection to box#4. Contractor pouring collars and invert at box#5 11/04/25 Tuesday JMJ (MCP Group-Shane, Sub. Pro Design) Contractor installed storm pipe 24" N-12 HDPE from Sta 1+00 to 0+00. Storm line 135 L.F. 18" N-12 HDPE Sta 0+00 to 1+42 was installed.
Storm Sewer Construction Inspection Partial 11/4/2025 11/4/2025 11/05/2025
Misc
Informational
11/04/2025
10/09/25 Thursday JMJ (Sub. Design Pro) Contractor laid approximately 60' of 70" RCP Round storm line. Contractor started from sta 5+40 contractor also set square manhole MH #1 at sta 2+54.28 as-per project plan. 10/10/25 Friday JMJ (Sub.Pro Design) Contractor continued to lay 70" RCP Round storm line. 10/13/25 Monday JMJ (Sub. Pro Design) Contractor continued to install 70" RCP storm line 80' was installed last week. Contractor will install approximately 80' of 70" RCP storm pipe today. 10/14/25 Tuesday JMJ (Sub. Pro Design) Contractor continued to install 70" RCP storm pipe approximately 100'. Contractor stopped sta 2+70 on storm line. 10/15/25 Wednesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor had to reinstall MH #1 at sta 2+54.28 because survey were corrected. The contractor continued to install 70' RCP storm pipe. 10/16/25 Thursday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor installed approximately 52' of 70" RCP Storm line from exist storm line sta 2+00 to sta 2+52. Contractor backfilled excavation. 10/21/25 Tuesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor excavating the existing junction box to install 30" HDPE storm pipe. 10/22/25 PS Contractor excavating for storm pipe at 4+70, invert poured for storm box #1 at 2+54.28, invert at outflow poured for toe wall at 5+48 10/23/25 JMJ (MCP Group - Shane, Sub. Pro Design) Contractor began to install 30" HDPE from Existing Junction Box constructing an opening to lay the storm pipe. Contractor will install approximately 60' of 30" HDPE & pour a collar on the existing junction box and the newly installed 30" HDPE. 10/28/25 Tuesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor installed approximately 20' of 30" HDPE yesterday and backfilled. No work onsite today. 10/30/25 Thursday JMJ (MCP Group - Shane, Sub. Pro Design) (Correction on Monday 10/27/25 contractor installed 40' of 30" HDPE.) Contractor continued the installation of 30" HDPE storm pipe storm box was installed as per project plans. 10/31/25 PS Contractor storm box inlet #4 at 0+00.00 yesterday 10/30, contactor completed HDPE line between box #4 and box #5 at 3+71.73. Contractor to begin excavating for box#3 at 2+15.04 today with HDPE from box #5 to be set. 11/3/25 PS Contractor set box #3 at 2+15.04 with approx 100' of 24" HDPE at connection to box#4. Contractor pouring collars and invert at box#5 11/04/25 Tuesday JMJ (MCP Group-Shane, Sub. Pro Design) Contractor installed storm pipe 24" N-12 HDPE from Sta 1+00 to 0+00. Storm line 135 L.F. 18" N-12 HDPE Sta 0+00 to 1+42 was installed. 11/05/25 Wednesday JMJ (Gen. MCP Group-Shane, Sub. Pro Design) Contractor installed structure 4'x4' curb inlet 6 & 4'x4' junction 7 and 32 LF of 18" HDPE. Contractor began excavation, and cutting existing manhole.
Storm Sewer Construction Inspection Partial 11/6/2025 11/6/2025 11/06/2025
Misc
Informational
11/05/2025
10/09/25 Thursday JMJ (Sub. Design Pro) Contractor laid approximately 60' of 70" RCP Round storm line. Contractor started from sta 5+40 contractor also set square manhole MH #1 at sta 2+54.28 as-per project plan. 10/10/25 Friday JMJ (Sub.Pro Design) Contractor continued to lay 70" RCP Round storm line. 10/13/25 Monday JMJ (Sub. Pro Design) Contractor continued to install 70" RCP storm line 80' was installed last week. Contractor will install approximately 80' of 70" RCP storm pipe today. 10/14/25 Tuesday JMJ (Sub. Pro Design) Contractor continued to install 70" RCP storm pipe approximately 100'. Contractor stopped sta 2+70 on storm line. 10/15/25 Wednesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor had to reinstall MH #1 at sta 2+54.28 because survey were corrected. The contractor continued to install 70' RCP storm pipe. 10/16/25 Thursday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor installed approximately 52' of 70" RCP Storm line from exist storm line sta 2+00 to sta 2+52. Contractor backfilled excavation. 10/21/25 Tuesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor excavating the existing junction box to install 30" HDPE storm pipe. 10/22/25 PS Contractor excavating for storm pipe at 4+70, invert poured for storm box #1 at 2+54.28, invert at outflow poured for toe wall at 5+48 10/23/25 JMJ (MCP Group - Shane, Sub. Pro Design) Contractor began to install 30" HDPE from Existing Junction Box constructing an opening to lay the storm pipe. Contractor will install approximately 60' of 30" HDPE & pour a collar on the existing junction box and the newly installed 30" HDPE. 10/28/25 Tuesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor installed approximately 20' of 30" HDPE yesterday and backfilled. No work onsite today. 10/30/25 Thursday JMJ (MCP Group - Shane, Sub. Pro Design) (Correction on Monday 10/27/25 contractor installed 40' of 30" HDPE.) Contractor continued the installation of 30" HDPE storm pipe storm box was installed as per project plans. 10/31/25 PS Contractor storm box inlet #4 at 0+00.00 yesterday 10/30, contactor completed HDPE line between box #4 and box #5 at 3+71.73. Contractor to begin excavating for box#3 at 2+15.04 today with HDPE from box #5 to be set. 11/3/25 PS Contractor set box #3 at 2+15.04 with approx 100' of 24" HDPE at connection to box#4. Contractor pouring collars and invert at box#5 11/04/25 Tuesday JMJ (MCP Group-Shane, Sub. Pro Design) Contractor installed storm pipe 24" N-12 HDPE from Sta 1+00 to 0+00. Storm line 135 L.F. 18" N-12 HDPE Sta 0+00 to 1+42 was installed. 11/05/25 Wednesday JMJ (Gen. MCP Group-Shane, Sub. Pro Design) Contractor installed structure 4'x4' curb inlet 6 & 4'x4' junction 7 and 32 LF of 18" HDPE. Contractor began excavation, and cutting existing manhole. 11/06/25 Thursday JMJ (Gen. MCP Group-Shane, Sub. Pro Design) Contractor began to install 24" HDPE storm pipe from existing junction box towards structure #9 4'x4' junction box.
Storm Sewer Construction Inspection Partial 11/7/2025 11/7/2025 11/07/2025
Misc
Informational
11/06/2025
10/09/25 Thursday JMJ (Sub. Design Pro) Contractor laid approximately 60' of 70" RCP Round storm line. Contractor started from sta 5+40 contractor also set square manhole MH #1 at sta 2+54.28 as-per project plan. 10/10/25 Friday JMJ (Sub.Pro Design) Contractor continued to lay 70" RCP Round storm line. 10/13/25 Monday JMJ (Sub. Pro Design) Contractor continued to install 70" RCP storm line 80' was installed last week. Contractor will install approximately 80' of 70" RCP storm pipe today. 10/14/25 Tuesday JMJ (Sub. Pro Design) Contractor continued to install 70" RCP storm pipe approximately 100'. Contractor stopped sta 2+70 on storm line. 10/15/25 Wednesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor had to reinstall MH #1 at sta 2+54.28 because survey were corrected. The contractor continued to install 70' RCP storm pipe. 10/16/25 Thursday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor installed approximately 52' of 70" RCP Storm line from exist storm line sta 2+00 to sta 2+52. Contractor backfilled excavation. 10/21/25 Tuesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor excavating the existing junction box to install 30" HDPE storm pipe. 10/22/25 PS Contractor excavating for storm pipe at 4+70, invert poured for storm box #1 at 2+54.28, invert at outflow poured for toe wall at 5+48 10/23/25 JMJ (MCP Group - Shane, Sub. Pro Design) Contractor began to install 30" HDPE from Existing Junction Box constructing an opening to lay the storm pipe. Contractor will install approximately 60' of 30" HDPE & pour a collar on the existing junction box and the newly installed 30" HDPE. 10/28/25 Tuesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor installed approximately 20' of 30" HDPE yesterday and backfilled. No work onsite today. 10/30/25 Thursday JMJ (MCP Group - Shane, Sub. Pro Design) (Correction on Monday 10/27/25 contractor installed 40' of 30" HDPE.) Contractor continued the installation of 30" HDPE storm pipe storm box was installed as per project plans. 10/31/25 PS Contractor storm box inlet #4 at 0+00.00 yesterday 10/30, contactor completed HDPE line between box #4 and box #5 at 3+71.73. Contractor to begin excavating for box#3 at 2+15.04 today with HDPE from box #5 to be set. 11/3/25 PS Contractor set box #3 at 2+15.04 with approx 100' of 24" HDPE at connection to box#4. Contractor pouring collars and invert at box#5 11/04/25 Tuesday JMJ (MCP Group-Shane, Sub. Pro Design) Contractor installed storm pipe 24" N-12 HDPE from Sta 1+00 to 0+00. Storm line 135 L.F. 18" N-12 HDPE Sta 0+00 to 1+42 was installed. 11/05/25 Wednesday JMJ (Gen. MCP Group-Shane, Sub. Pro Design) Contractor installed structure 4'x4' curb inlet 6 & 4'x4' junction 7 and 32 LF of 18" HDPE. Contractor began excavation, and cutting existing manhole. 11/06/25 Thursday JMJ (Gen. MCP Group-Shane, Sub. Pro Design) Contractor began to install 24" HDPE storm pipe from existing junction box towards structure #9 4'x4' junction box. 11/07/25 Friday JMJ (Gen. MCP Group-Shane, Sub. Pro Design) Contractor poured collars on 24" HDPE storm pipe and structures existing & #9 and backfilled excavation of newly installed storm structure.
Storm Sewer Construction Inspection Partial 11/10/2025 11/10/2025 11/10/2025
Misc
Informational
11/07/2025
10/09/25 Thursday JMJ (Sub. Design Pro) Contractor laid approximately 60' of 70" RCP Round storm line. Contractor started from sta 5+40 contractor also set square manhole MH #1 at sta 2+54.28 as-per project plan. 10/10/25 Friday JMJ (Sub.Pro Design) Contractor continued to lay 70" RCP Round storm line. 10/13/25 Monday JMJ (Sub. Pro Design) Contractor continued to install 70" RCP storm line 80' was installed last week. Contractor will install approximately 80' of 70" RCP storm pipe today. 10/14/25 Tuesday JMJ (Sub. Pro Design) Contractor continued to install 70" RCP storm pipe approximately 100'. Contractor stopped sta 2+70 on storm line. 10/15/25 Wednesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor had to reinstall MH #1 at sta 2+54.28 because survey were corrected. The contractor continued to install 70' RCP storm pipe. 10/16/25 Thursday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor installed approximately 52' of 70" RCP Storm line from exist storm line sta 2+00 to sta 2+52. Contractor backfilled excavation. 10/21/25 Tuesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor excavating the existing junction box to install 30" HDPE storm pipe. 10/22/25 PS Contractor excavating for storm pipe at 4+70, invert poured for storm box #1 at 2+54.28, invert at outflow poured for toe wall at 5+48 10/23/25 JMJ (MCP Group - Shane, Sub. Pro Design) Contractor began to install 30" HDPE from Existing Junction Box constructing an opening to lay the storm pipe. Contractor will install approximately 60' of 30" HDPE & pour a collar on the existing junction box and the newly installed 30" HDPE. 10/28/25 Tuesday JMJ (MCP Group - Shane, Sub. Pro Design) Contractor installed approximately 20' of 30" HDPE yesterday and backfilled. No work onsite today. 10/30/25 Thursday JMJ (MCP Group - Shane, Sub. Pro Design) (Correction on Monday 10/27/25 contractor installed 40' of 30" HDPE.) Contractor continued the installation of 30" HDPE storm pipe storm box was installed as per project plans. 10/31/25 PS Contractor storm box inlet #4 at 0+00.00 yesterday 10/30, contactor completed HDPE line between box #4 and box #5 at 3+71.73. Contractor to begin excavating for box#3 at 2+15.04 today with HDPE from box #5 to be set. 11/3/25 PS Contractor set box #3 at 2+15.04 with approx 100' of 24" HDPE at connection to box#4. Contractor pouring collars and invert at box#5 11/04/25 Tuesday JMJ (MCP Group-Shane, Sub. Pro Design) Contractor installed storm pipe 24" N-12 HDPE from Sta 1+00 to 0+00. Storm line 135 L.F. 18" N-12 HDPE Sta 0+00 to 1+42 was installed. 11/05/25 Wednesday JMJ (Gen. MCP Group-Shane, Sub. Pro Design) Contractor installed structure 4'x4' curb inlet 6 & 4'x4' junction 7 and 32 LF of 18" HDPE. Contractor began excavation, and cutting existing manhole. 11/06/25 Thursday JMJ (Gen. MCP Group-Shane, Sub. Pro Design) Contractor began to install 24" HDPE storm pipe from existing junction box towards structure #9 4'x4' junction box. 11/07/25 Friday JMJ (Gen. MCP Group-Shane, Sub. Pro Design) Contractor poured collars on 24" HDPE storm pipe and structures existing & #9 and backfilled excavation of newly installed storm structure. 11/10/25 Monday JMJ (Gen. MCP Group-Shane, Sub. Pro Design) Contractor continued to install 24" HDPE storm pipe from junction box #9 to curb inlet #8. 32' of HDPE storm pipe. Contractor began to install 24" HDPE from curb inlet #8 to #7. 11/12/25 Wednesday JMJ (Gen. MCP Group-Shane, Sub. Pro Design)
Water Service Inspection Partial 11/13/2025 11/13/2025 11/13/2025
Misc
Informational
10/03/2025
10/03/25 Friday JMJ (Gen. MCP Group, Sub Pro Design Contractor) Contractor installed 6" riser and 20' of 6" PVC waterpipe. 11/13/25 Thursday (Gen. MCP Group, Sub Pro Design Contractor) Contractor bored the copper pipe on 11/11/125 Tuesday for the water & irrigation meters. The contractors connected the copper lines on 11/12/25 Wednesday. Contractor are locating 6" existing water main to cut in a hydrant.
Erosion Control Inspection Partial 11/17/2025 11/17/2025 11/17/2025
Misc
Informational
10/29/2025
08/12/25 Tuesday JMJ (MGP- Shane Murray) Erosion control contractor has install chain fencing & silt fencing. 10/15/25 Wednesday JMJ (MGP - Shane Murray) Erosion control has been maintain installed chain fencing & silt fencing. 10/29/25 Wednesday JMJ (MGP - Shane Murray) Erosion control has been maintain. 11/17/25 Monday JMJ (MGP - Shane Murray) Erosion control has been maintain.
Storm Sewer Construction Inspection Partial 11/12/2025 11/12/2025 11/24/2025
Misc
Informational
11/12/2025
11/24/25 Monday JMJ (Gen. MCP, Sub. Pro Design) Contractor was starting the 8" HDPE drains staking and installation.
Storm Sewer Construction Inspection Partial 11/25/2025 11/25/2025 11/25/2025
Misc
Informational
11/24/2025
11/24/25 Monday JMJ (Gen. MCP, Sub. Pro Design) Contractor was starting the 8" HDPE drains staking and installation. 11/25/25 Tuesday JMJ ( Gen. MCP, Sub. Pro Design) Contractor installed underground roof drains on the Westside of the building yesterday 11/24/25. Contractor will be installing storm pipe on the Eastside of building for the 8" HDPE storm line underground roof drains.
In-wall Inspection Partial 12/02/2025
Misc
Informational
12/02/2025
-Exterior soffit framing at south ok to cover -Parapet walls ok to cover for roofing
Water Service Inspection Partial 12/8/2025 12/8/2025 12/08/2025
Misc
Informational
11/13/2025
10/03/25 Friday JMJ (Gen. MCP Group, Sub Pro Design Contractor) Contractor installed 6" riser and 20' of 6" PVC waterpipe. 11/13/25 Thursday (Gen. MCP Group, Sub Pro Design Contractor) Contractor bored the copper pipe on 11/11/125 Tuesday for the water & irrigation meters. The contractors connected the copper lines on 11/12/25 Wednesday. Contractor are locating 6" existing water main to cut in a hydrant. 12/08/25 Monday (Gen. MCP Group, Sub Pro Design Contractor) Contractor plans to start install fire line.
Water Service Inspection Partial 12/10/2025 12/10/2025 12/10/2025
Misc
Informational
12/08/2025
10/03/25 Friday JMJ (Gen. MCP Group, Sub Pro Design Contractor) Contractor installed 6" riser and 20' of 6" PVC waterpipe. 11/13/25 Thursday (Gen. MCP Group, Sub Pro Design Contractor) Contractor bored the copper pipe on 11/11/125 Tuesday for the water & irrigation meters. The contractors connected the copper lines on 11/12/25 Wednesday. Contractor are locating 6" existing water main to cut in a hydrant. 12/08/25 Monday (Gen. MCP Group, Sub Pro Design Contractor) Contractor plans to start install fire line. 12/10/25 Wednesday (Gen. MCP Group, Sub Pro Design Contractor) Contractor continued to construction of 6" fire line as per project plans. Contractor also installed 2" poly domestic water main.
Erosion Control Inspection Partial 12/10/2025 12/10/2025 12/10/2025
Misc
Informational
11/17/2025
08/12/25 Tuesday JMJ (MGP- Shane Murray) Erosion control contractor has install chain fencing & silt fencing. 10/15/25 Wednesday JMJ (MGP - Shane Murray) Erosion control has been maintain installed chain fencing & silt fencing. 10/29/25 Wednesday JMJ (MGP - Shane Murray) Erosion control has been maintain. 11/17/25 Monday JMJ (MGP - Shane Murray) Erosion control has been maintain. 12/10/25 Wednesday JMJ (MGP - Shane Murray) Erosion control has been maintain. Reminded the contractor to keep the street clean.
Water Service Inspection Partial 12/11/2025 12/11/2025 12/11/2025
Misc
Informational
12/10/2025
10/03/25 Friday JMJ (Gen. MCP Group, Sub Pro Design Contractor) Contractor installed 6" riser and 20' of 6" PVC waterpipe. 11/13/25 Thursday (Gen. MCP Group, Sub Pro Design Contractor) Contractor bored the copper pipe on 11/11/125 Tuesday for the water & irrigation meters. The contractors connected the copper lines on 11/12/25 Wednesday. Contractor are locating 6" existing water main to cut in a hydrant. 12/08/25 Monday (Gen. MCP Group, Sub Pro Design Contractor) Contractor plans to start install fire line. 12/10/25 Wednesday (Gen. MCP Group, Sub Pro Design Contractor) Contractor continued to construction of 6" fire line as per project plans. Contractor also installed 2" poly domestic water main. 12/11/25 Thursday (Gen. MCP Group, Sub Pro Design Contractor) Contractor continued to construct 6" fire line and the installation of 2" domestic poly water main. Revision for meter vault and water main tie-in is going through approval.
Underground Plumbing Inspection - Commercial Passed 12/16/2025 12/16/2025 12/16/2025
Sanitary Sewer Construction Inspection Partial 12/16/2025 12/16/2025 12/16/2025
Misc
Informational
12/16/2025
12-16-25 PS Contractor installed sand/oil interceptor, 4" to 6" reducer installed, excavating for line placement from interceptor to grinder pump
Sanitary Sewer Construction Inspection Partial 12/17/2025 12/17/2025 12/17/2025
Misc
Informational
12/16/2025
12-16-25 PS Contractor installed sand/oil interceptor, 4" to 6" reducer installed, excavating for line placement from interceptor to grinder pump. 12/17/25 Wednesday JMJ (Sub. Design Pro) Contractor continued with the installation of 6" sanitary lines to septic tank. Contractor will continue to install sanitary line up to septic tank from public service line.
Erosion Control Inspection Partial 12/30/2025 12/30/2025 12/30/2025
Misc
Informational
12/10/2025
08/12/25 Tuesday JMJ (MGP- Shane Murray) Erosion control contractor has install chain fencing & silt fencing. 10/15/25 Wednesday JMJ (MGP - Shane Murray) Erosion control has been maintain installed chain fencing & silt fencing. 10/29/25 Wednesday JMJ (MGP - Shane Murray) Erosion control has been maintain. 11/17/25 Monday JMJ (MGP - Shane Murray) Erosion control has been maintain. 12/10/25 Wednesday JMJ (MGP - Shane Murray) Erosion control has been maintain. Reminded the contractor to keep the street clean. 12/30/25 Wednesday JMJ (MGP - Shane Murray) Erosion control has been maintain. Reminded the contractor to keep the street clean.
Site Visit Partial 1/5/2026 1/5/2026 01/05/2026
Misc
Informational
01/05/2026
01/05/26 Monday JMJ Contractor locating water and began setting the backflow vault.
Water Service Inspection Partial 1/6/2026 1/6/2026 01/06/2026
Misc
Informational
12/11/2025
10/03/25 Friday JMJ (Gen. MCP Group, Sub Pro Design Contractor) Contractor installed 6" riser and 20' of 6" PVC waterpipe. 11/13/25 Thursday (Gen. MCP Group, Sub Pro Design Contractor) Contractor bored the copper pipe on 11/11/125 Tuesday for the water & irrigation meters. The contractors connected the copper lines on 11/12/25 Wednesday. Contractor are locating 6" existing water main to cut in a hydrant. 12/08/25 Monday (Gen. MCP Group, Sub Pro Design Contractor) Contractor plans to start install fire line. 12/10/25 Wednesday (Gen. MCP Group, Sub Pro Design Contractor) Contractor continued to construction of 6" fire line as per project plans. Contractor also installed 2" poly domestic water main. 12/11/25 Thursday (Gen. MCP Group, Sub Pro Design Contractor) Contractor continued to construct 6" fire line and the installation of 2" domestic poly water main. Revision for meter vault and water main tie-in is going through approval. 1/6/25 PS Contractor set backflow vault for fire line at STA 11+78.22, 4" SDR pipe for sump drain set at vault floor and connected to manhole as shown on plans
Site Visit Partial 1/16/2026 1/16/2026 01/16/2026
Misc
Informational
01/05/2026
01/05/26 Monday JMJ Contractor locating water and began setting the backflow vault. 1/16/25 PS Made site visit, no inspections for FEI today
Water Service Inspection Partial 1/20/2026 1/20/2026 01/20/2026
Misc
Informational
01/06/2026
10/03/25 Friday JMJ (Gen. MCP Group, Sub Pro Design Contractor) Contractor installed 6" riser and 20' of 6" PVC waterpipe. 11/13/25 Thursday (Gen. MCP Group, Sub Pro Design Contractor) Contractor bored the copper pipe on 11/11/125 Tuesday for the water & irrigation meters. The contractors connected the copper lines on 11/12/25 Wednesday. Contractor are locating 6" existing water main to cut in a hydrant. 12/08/25 Monday (Gen. MCP Group, Sub Pro Design Contractor) Contractor plans to start install fire line. 12/10/25 Wednesday (Gen. MCP Group, Sub Pro Design Contractor) Contractor continued to construction of 6" fire line as per project plans. Contractor also installed 2" poly domestic water main. 12/11/25 Thursday (Gen. MCP Group, Sub Pro Design Contractor) Contractor continued to construct 6" fire line and the installation of 2" domestic poly water main. Revision for meter vault and water main tie-in is going through approval. 1/6/25 PS Contractor set backflow vault for fire line at STA 11+78.22, 4" SDR pipe for sump drain set at vault floor and connected to manhole as shown on plans 1/20/25 PS Contractor (Pro Design) excavating for start of directional bore for street crossing of water line to main. Main excavated on south side of Ward
Water Line - Construction Inspection Partial 1/20/2026 1/20/2026 01/20/2026
Misc
Informational
01/20/2026
1/20/25 PS Contractor (Pro Design) excavating for start of directional bore for street crossing of water line to main. Main excavated on south side of Ward
Water Service Inspection Partial 1/20/2026 1/20/2026 01/20/2026
Misc
Informational
01/20/2026
10/03/25 Friday JMJ (Gen. MCP Group, Sub Pro Design Contractor) Contractor installed 6" riser and 20' of 6" PVC waterpipe. 11/13/25 Thursday (Gen. MCP Group, Sub Pro Design Contractor) Contractor bored the copper pipe on 11/11/125 Tuesday for the water & irrigation meters. The contractors connected the copper lines on 11/12/25 Wednesday. Contractor are locating 6" existing water main to cut in a hydrant. 12/08/25 Monday (Gen. MCP Group, Sub Pro Design Contractor) Contractor plans to start install fire line. 12/10/25 Wednesday (Gen. MCP Group, Sub Pro Design Contractor) Contractor continued to construction of 6" fire line as per project plans. Contractor also installed 2" poly domestic water main. 12/11/25 Thursday (Gen. MCP Group, Sub Pro Design Contractor) Contractor continued to construct 6" fire line and the installation of 2" domestic poly water main. Revision for meter vault and water main tie-in is going through approval. 1/6/25 PS Contractor set backflow vault for fire line at STA 11+78.22, 4" SDR pipe for sump drain set at vault floor and connected to manhole as shown on plans 1/20/25 PS Contractor (Pro Design) excavating for start of directional bore for street crossing of water line to main. Main excavated on south side of Ward. 1/20/26 PS afternoon inspection, contractor completed bore for crossing and has pushed line through bore
Water Line - Construction Inspection Partial 1/20/2026 1/20/2026 01/20/2026
Misc
Informational
01/20/2026
1/20/25 PS Contractor (Pro Design) excavating for start of directional bore for street crossing of water line to main. Main excavated on south side of Ward. 1/20/26 PS afternoon inspection, contractor completed bore for crossing and has pushed line through bore
Piers/Caissons Inspection - Commercial Partial 1/21/2026 1/21/2026 01/21/2026
Misc
Informational
01/21/2026
(16) of (50) light pole bases approved
Piers/Caissons Inspection - Commercial Partial 1/22/2026 1/22/2026 01/22/2026
Misc
Informational
01/21/2026
(22) of (50) light pole bases approved
Sanitary Sewer Construction Inspection Partial 1/22/2026 1/22/2026 01/22/2026
Misc
Informational
12/17/2025
12-16-25 PS Contractor installed sand/oil interceptor, 4" to 6" reducer installed, excavating for line placement from interceptor to grinder pump. 12/17/25 Wednesday JMJ (Sub. Design Pro) Contractor continued with the installation of 6" sanitary lines to septic tank. Contractor will continue to install sanitary line up to septic tank from public service line. 01/22/26 Thursday JMJ (Gen. MCP Group Shane, Sub. Design Pro) Water came out and began to run the camera for their required service inspection today. Inspector will past the result along to contractors after the inspection result are e-mailed.
Water Line - Construction Inspection Partial 01/22/2026
Misc
Informational
01/20/2026
1/20/26 PS Contractor (Pro Design) excavating for start of directional bore for street crossing of water line to main. Main excavated on south side of Ward. 1/20/26 PS afternoon inspection, contractor completed bore for crossing and has pushed line through bore. 01/2226 Thursday JMJ (Pro Design) Contractor has installed approximately 180' of 6" water main (120' represent the bored section under NW Ward Road) back blocking were poured on newly installed water line.
Site Visit Partial 1/28/2026 1/28/2026 01/28/2026
Misc
Informational
01/16/2026
01/05/26 Monday JMJ Contractor locating water and began setting the backflow vault. 1/16/25 PS Made site visit, no inspections for FEI today 1-28-26 PS Made site visit, no inspections for FEI today
Site Visit Partial 1/30/2026 1/30/2026 01/30/2026
Misc
Informational
01/28/2026
01/05/26 Monday JMJ Contractor locating water and began setting the backflow vault. 1/16/25 PS Made site visit, no inspections for FEI today 1-28-26 PS Made site visit, no inspections for FEI today 1/30/26 PS Made site visit, no inspections for FEI today
Site Visit Partial 2/3/2026 2/3/2026 02/03/2026
Misc
Informational
01/30/2026
01/05/26 Monday JMJ Contractor locating water and began setting the backflow vault. 1/16/25 PS Made site visit, no inspections for FEI today 1-28-26 PS Made site visit, no inspections for FEI today 1/30/26 PS Made site visit, no inspections for FEI today 2/3/26 PS Made site visit, no inspections for FEI today
Water Line - Construction Inspection Partial 02/09/2026
Misc
Informational
01/22/2026
1/20/26 PS Contractor (Pro Design) excavating for start of directional bore for street crossing of water line to main. Main excavated on south side of Ward. 1/20/26 PS afternoon inspection, contractor completed bore for crossing and has pushed line through bore. 01/22/26 Thursday JMJ (Pro Design) Contractor has installed approximately 180' of 6" water main (120' represent the bored section under NW Ward Road) back blocking were poured on newly installed water line. 02/09/26 Monday JMJ (Pro Design) Contractor performing tie-in 2/ 12" gate valve and 1/ 6" gate valve & 2/ 12" sleeve. Started tie-in @ 12" inch water main to the proposed 6" water main.
Underground Electrical Inspection - Commercial Partial 2/9/2026 2/9/2026 02/09/2026
Misc
Corrective Action Required
02/09/2026
conduit and ground rods for (8) light poles from building at west conduit and ground rods for (4) light poles at north lot
Piers/Caissons Inspection - Commercial Partial 2/10/2026 2/10/2026 02/10/2026
Misc
Informational
01/22/2026
(36) of (50) light pole bases approved
Underground Electrical Inspection - Commercial Partial 2/10/2026 2/10/2026 02/10/2026
Misc
Corrective Action Required
02/09/2026
conduit and ground rods for (8) light poles from building at west conduit and ground rods for (6) light poles at north lot and EV charger
Water Line - Hydrostatic Test Partial 2/10/2026 2/10/2026 02/10/2026
Misc
Informational
02/10/2026
2/10/26 PS Contractor (Pro Design) performed hydrostatic test at waterline for both sides of waterline at backflow. The line from backflow to riser at inside of building held required 200 psi for 2 hours and passed testing. The forward line from backflow vault to main line connection failed and did not hold the required pressure for test. This line will need to be retested.
Piers/Caissons Inspection - Commercial Partial 2/11/2026 2/11/2026 02/11/2026
Misc
Informational
02/10/2026
(49) of (50) light pole bases approved
Water Line - Hydrostatic Test Passed 2/11/2026 2/11/2026 02/11/2026
Misc
Informational
02/10/2026
2/10/26 PS Contractor (Pro Design) performed hydrostatic test at waterline for both sides of waterline at backflow. The line from backflow to riser at inside of building held required 200 psi for 2 hours and passed testing. The forward line from backflow vault to main line connection failed and did not hold the required pressure for test. This line will need to be retested. 02/11/26 JMJ ( Pro Design) Hydrostatic passed from the backflow vault to the main at 200 psi for 2 hours.
Piers/Caissons Inspection - Commercial Passed 2/12/2026 2/12/2026 02/12/2026
Misc
Resolved
02/12/2026
(49) of (50) light pole bases approved
Underground Electrical Inspection - Commercial Partial 2/12/2026 2/12/2026 02/12/2026
Misc
Corrective Action Required
02/10/2026
conduit and ground rods for (8) light poles from building at west conduit and ground rods for (6) light poles at north lot and EV charger
Underground Electrical Inspection - Commercial Partial 2/13/2026 2/13/2026 02/13/2026
Misc
Corrective Action Required
02/12/2026
conduit and ground rods for (11) light poles from building at north conduit and ground rods for (6) light poles at west lot and EV charger Conduit from building to grinder pump and (1) light pole at south lot Conduit for data from building to south of lot
In-wall Inspection Partial 2/20/2026 2/20/2026 02/20/2026
Misc
Informational
12/02/2025
-Exterior soffit framing at south ok to cover -Parapet walls ok to cover for roofing -Exterior walls at garage doors ok to cover
Water Line - Coliform Test 1 Passed 2/23/2026 2/23/2026 02/23/2026
Misc
Informational
02/23/2026
02/23/26 Monday JMJ Coliform Test 1 passed on 02/19/26 .
Water Line - Coliform Test 2 Passed 2/23/2026 2/23/2026 02/23/2026
Misc
Informational
02/23/2026
02/23/26 Monday JMJ (Pro Design) Water Line - Coliform Test 2 passed.
Underground Electrical Inspection - Commercial Partial 2/23/2026 2/23/2026 02/23/2026
Misc
Corrective Action Required
02/13/2026
-conduit and ground rods for (8) light poles from building at west -conduit and ground rods for (6) light poles at north lot and EV charger -4" Conduit for fiber from new tower location to existing building at south side -From east side to island boxes and to (6) light poles at east lot
Underground Electrical Inspection - Commercial Partial 2/24/2026 2/24/2026 02/24/2026
Misc
Corrective Action Required
02/23/2026
-conduit and ground rods for (8) light poles from building at west -conduit and ground rods for (6) light poles at north lot and EV charger -4" Conduit for fiber from new tower location to existing building at south side -From east side to island boxes and to (14) light poles at east lot -From islands to pull box in east lot
In-wall Inspection Partial 2/24/2026 2/24/2026 02/24/2026
Misc
Informational
02/20/2026
-Exterior soffit framing at south ok to cover -Parapet walls ok to cover for roofing -Exterior walls at garage doors ok to cover **Complete except as noted: *In garage side; -Eye wash station, car wash, material storage *Office side; -All bathrooms, 108, 119, 123 OK TO 1 SIDE
Underground Electrical Inspection - Commercial Partial 2/24/2026 2/24/2026 02/24/2026
Misc
Corrective Action Required
02/24/2026
-conduit and ground rods for (8) light poles from building at west -conduit and ground rods for (6) light poles at north lot and EV charger -4" Conduit for fiber from new tower location to existing building at south side -From east side to island boxes and to (21) light poles at east lot -From islands to pull box in east lot
Site Visit Partial 2/25/2026 2/25/2026 02/25/2026
Misc
Informational
02/03/2026
01/05/26 Monday JMJ Contractor locating water and began setting the backflow vault. 1/16/25 PS Made site visit, no inspections for FEI today 1-28-26 PS Made site visit, no inspections for FEI today 1/30/26 PS Made site visit, no inspections for FEI today 2/3/26 PS Made site visit, no inspections for FEI today 2/25/26 PS Made site visit, no inspections for FEI
Underground Electrical Inspection - Commercial Partial 2/25/2026 2/25/2026 02/25/2026
Misc
Corrective Action Required
02/24/2026
-conduit and ground rods for (8) light poles from building at west -conduit and ground rods for (6) light poles at north lot and EV charger -4" Conduit for fiber from new tower location to existing building at south side -From east side to island boxes and to (21) light poles at east lot -From islands to pull box in east lot and to (12) light poles at south
Water Line - Construction Inspection Partial 3/10/2026 3/10/2026 03/10/2026
Misc
Informational
02/09/2026
1/20/26 PS Contractor (Pro Design) excavating for start of directional bore for street crossing of water line to main. Main excavated on south side of Ward. 1/20/26 PS afternoon inspection, contractor completed bore for crossing and has pushed line through bore. 01/22/26 Thursday JMJ (Pro Design) Contractor has installed approximately 180' of 6" water main (120' represent the bored section under NW Ward Road) back blocking were poured on newly installed water line. 02/09/26 Monday JMJ (Pro Design) Contractor performing tie-in 2/ 12" gate valve and 1/ 6" gate valve & 2/ 12" sleeve. Started tie-in @ 12" inch water main to the proposed 6" water main. 3/10/26 PS Observed contractor (Pro Design) flushing private fire line at the riser along with the (2) private hydrants
Water Service Inspection Partial 3/10/2026 3/10/2026 03/10/2026
Misc
Informational
01/20/2026
10/03/25 Friday JMJ (Gen. MCP Group, Sub Pro Design Contractor) Contractor installed 6" riser and 20' of 6" PVC waterpipe. 11/13/25 Thursday (Gen. MCP Group, Sub Pro Design Contractor) Contractor bored the copper pipe on 11/11/125 Tuesday for the water & irrigation meters. The contractors connected the copper lines on 11/12/25 Wednesday. Contractor are locating 6" existing water main to cut in a hydrant. 12/08/25 Monday (Gen. MCP Group, Sub Pro Design Contractor) Contractor plans to start install fire line. 12/10/25 Wednesday (Gen. MCP Group, Sub Pro Design Contractor) Contractor continued to construction of 6" fire line as per project plans. Contractor also installed 2" poly domestic water main. 12/11/25 Thursday (Gen. MCP Group, Sub Pro Design Contractor) Contractor continued to construct 6" fire line and the installation of 2" domestic poly water main. Revision for meter vault and water main tie-in is going through approval. 1/6/25 PS Contractor set backflow vault for fire line at STA 11+78.22, 4" SDR pipe for sump drain set at vault floor and connected to manhole as shown on plans 1/20/25 PS Contractor (Pro Design) excavating for start of directional bore for street crossing of water line to main. Main excavated on south side of Ward. 1/20/26 PS afternoon inspection, contractor completed bore for crossing and has pushed line through bore 3/10/26 PS Contractor (Pro Design) installed water meter for domestic service. Copper installed from tap on main to setter with 10' tail off setter before conversion to pex water line.
In-wall Inspection Partial 03/12/2026
Misc
Informational
02/24/2026
-Exterior soffit framing at south ok to cover -Parapet walls ok to cover for roofing -Exterior walls at garage doors ok to cover **Complete except as noted: *In garage side; -Eye wash station, car wash, material storage *Office side; -All bathrooms, 108, 119, 123 OK TO 1 SIDE
Above Ceiling Inspection Partial 03/12/2026
Misc
Corrective Action Required
03/12/2026
-Hard lid at car wash bay ok to cover -ACM ceiling at lobby ok to cover
In-wall Inspection Partial 3/16/2026 3/16/2026 03/16/2026
Misc
Informational
03/12/2026
-Exterior soffit framing at south ok to cover -Parapet walls ok to cover for roofing -Exterior walls at garage doors ok to cover **Complete except as noted: *In garage side; -Eye wash station, car wash, material storage *Office side; -All bathrooms, 108, 119, 123 Service drive exterior walls Door fur out RFI #34 OK TO 1 SIDE
Erosion Control Inspection Partial 3/17/2026 3/17/2026 03/17/2026
Misc
Informational
12/30/2025
08/12/25 Tuesday JMJ (MGP- Shane Murray) Erosion control contractor has install chain fencing & silt fencing. 10/15/25 Wednesday JMJ (MGP - Shane Murray) Erosion control has been maintain installed chain fencing & silt fencing. 10/29/25 Wednesday JMJ (MGP - Shane Murray) Erosion control has been maintain. 11/17/25 Monday JMJ (MGP - Shane Murray) Erosion control has been maintain. 12/10/25 Wednesday JMJ (MGP - Shane Murray) Erosion control has been maintain. Reminded the contractor to keep the street clean. 12/30/25 Wednesday JMJ (MGP - Shane Murray) Erosion control has been maintain. Reminded the contractor to keep the street clean. 03/17/26 Tuesday JMJ (MGP - Shane Murray) Erosion control has been maintain.
Pavement-Stabilized Subgrade Partial 3/19/2026 3/19/2026 03/19/2026
Misc
Informational
03/19/2026
03/19/26 Thursday JMJ (MCP Group) Contractor started the installation of geo-grid on the Northeast side of building.
Pavement-Stabilized Subgrade Partial 3/20/2026 3/20/2026 03/20/2026
Misc
Informational
03/19/2026
03/19/26 Thursday JMJ (MCP Group) Contractor started the installation of geo-grid on the Northeast side of building. 03/20/26 Thursday JMJ (MCP Group) Contractor continued the installation of geo-grid & rock on the Northeast side of building.
Pavement-Stabilized Subgrade Partial 3/23/2026 3/23/2026 03/23/2026
Misc
Informational
03/20/2026
03/19/26 Thursday JMJ (MCP Group) Contractor started the installation of geo-grid on the Northeast side of building. 03/20/26 Thursday JMJ (MCP Group) Contractor continued the installation of geo-grid & rock on the Northeast side of building. 03/23/26 Monday JMJ (MCP Group) Contractor continued to install geo-grid & rock along the Eastside going South.
Curb - Proof Roll Partial 3/25/2026 3/25/2026 03/25/2026
Misc
Informational
03/25/2026
03/25/26 Wednesday JMJ Proof roll passed the tonnage on the truck was about 2 tons light. The proof rolled areas showed little to no sign of deflection in the gravel rock over the geo-grid. Alpha Omega Geo Tech was onsite for for proof roll. Contractor was informed that proof-roll will be required again if more than a 1/4" of rainfall happens before curb are poured.
In-wall Inspection Partial 3/25/2026 03/25/2026
Misc
Informational
03/16/2026
**Complete except as noted: *In garage side; -Eye wash stations
Documents & Images
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02/07/2025 Application Form APPLICATION
02/12/2025 Plans 2025-01-22 LEE'S SUMMIT HYUNDAI- BID SET COMBINED
02/12/2025 Engineer Report/Study 24-5633 Lee's Summit Hyundai Geotech Report
02/12/2025 Engineer Report/Study JS Struct Calcs LS Hyundia 241230 (1)
02/12/2025 Letter License Tax Bill
02/24/2025 Letter DS P/R Corrections Document
03/19/2025 Plans LEE'S SUMMIT HYUNDAI- Living Document
03/19/2025 Drawing Lee's Summit Hyundai - Roof Top Visibility Study
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03/24/2025 Email screening info
04/01/2025 Approved Plans Approved construction plans
05/09/2025 Drawing Lees Summit Hyundai-0000-Lees Summit-MO-FA-J01-05082025-FA-1 (36X48)-signed
05/09/2025 Specifications Lees Summit Hyundai-0000-Lee's Summit-MO-FA-J01-05082025-SUBBOOK
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05/14/2025 Letter Fire (Alarm) Plan Review Notice
06/03/2025 Engineer Report/Study Lee's Summit Hyundai Premier Auto Outlet SI Engagement Letter
06/09/2025 Approved Plans Approved traffic plans_Hyundai Premier Auto Outlet_PL2025001_6.9.2025
06/09/2025 Approved Plans Approved FDP_Hyundai Premier Auto Outlet_PL2025001_6.9.2025
07/08/2025 Receipt Receipt for transaction: 2025-005335
07/14/2025 Receipt Receipt for transaction:2025-005480
07/17/2025 Letter DS Building Permit
07/22/2025 Approved Plans Approved insulation letter
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09/18/2025 Lee's Summit Hyundai Calculation Set (1)
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