Permit Application Status

PRCOM20244682


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Summary
PRCOM20244682
Building Permit - Commercial
Issued
DOUGLAS STATION PARTNERS LLC
NEW MULTI-FAMILY
THE HAVEN AT DOUGLAS STATION - NEW APARTMENT BUILDING WITH INTEGRAL CLUBHOUSE AND ALL SITE DEVELOPMENT FOR UTILITIES AND PAVING. Mike Weisenborn 04/15/2025 2:30 PM Release for full site development, foundation, underslab and slab on grade only. No other work on the structure shall be performed until released by the Fire Department.
09/03/2024
10/15/2025
04/06/2025
Locations
Contacts
DOUGLAS STATION PARTNERS LLC, Address:8305 NE 89TH ST  
LEVEL BUILDERS LLC, Address:P O BOX 29145, Phone:(816) 541-4204  
Shane Turnbow - Level Builders, Address:3170 NE Carnegie, Suite 400, Phone:(816) 721-2747  
Polar Aire Heating & Cooling Service, Address:400 S. Kansas Ave, Phone:(913) 782-8238  
M & S ELECTRIC, Address:PO BOX 1147, Phone:(816) 427-5913  
PINNACLE PLUMBING COMPANY LLC, Address:P O BOX 2407, Phone:(913) 375-3783  
NSPJ ARCHITECTS, Address:3515 W 75TH ST, SUITE 201, Phone:(913) 831-1415 Ext:278  
KANSAS CITY TESTING & ENGINEERING, Address:1308 ADAMS STREET, Phone:(913) 321-8100  
Reviews
Review Type Outcome Est. Completion Date Completed
Sprinkler Plan Review Released for Construction 05/27/2025 05/22/2025
Craig Hill
Building Plan Review Approved with Conditions 10/29/2024 04/16/2025
Mike Weisenborn
Miscellaneous Correction
Corrective Action Required
10/23/2024

This review includes all structures on site. Separate permits will be created for each structure at a later date. Action required: Comment is informational. 10/3/2024 - Acknowledged in letter.
Final Development Plan
Resolved
04/15/2025

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. 10/3/2024 - Acknowledged in letter.
IBC 1704.2 Special Inspections
Resolved
11/05/2024

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. 10/3/2024 - Acknowledged in letter.
Engineered truss package
Corrective Action Required
10/23/2024

Copies of the engineered truss package were not provided at the time of permit application. Action required: Comment is informational. Truss packages deferred per request. 10/3/2024 - Acknowledged in letter.
Health Dept Review (aquatic)
Resolved
04/16/2025

For the Health Department review of public pools contact Casey Elledge with the Jackson County Public Works Department, Environmental Services Division, at (816) 223-9769. Health Department approval is required prior to receiving any type of building permit from the City of Lee's Summit. Action required: Comment is informational. 10/3/2024 - Acknowledged in letter. 4/16/2025 - comment moved to pool permit PRCOM20251180
Health Dept Inspection (aquatic)
Resolved
04/16/2025

For the Health Department inspection of public pools contact Casey Elledge with the Jackson County Public Works Department, Environmental Health Division at (816) 223-9769. Health Department approval is required prior to receiving any type of Occupancy from the City of Lee's Summit. Action required: Comment is informational. 10/3/2024 - Acknowledged in letter. 4/16/2025 - comment moved to pool permit PRCOM20251180
Miscellaneous Correction
Corrective Action Required
04/02/2025

Vertical construction will not be permitted until released by the Fire Department. Paved access and live hydrants must be present adjacent to the structure.
Final Development Plan Review Approved 04/11/2025 04/08/2025
Mike Weisenborn
Alarm Plan Review Released for Construction 03/14/2025 03/13/2025
Craig Hill
Alarm Plan Review Rejected 02/24/2025 02/24/2025
Craig Hill
Alarm testing.
Informational
03/13/2025

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. Information Only: Call 816-969-1300 to schedule alarm testing 24 hours in advance. Coordinate with sprinkler testing.
Misc
Resolved
03/13/2025

Provide additional notification in buildings 1, 2 and 5, on each floor above the ground floor. Position in the middle of the corridor.
Alarms connected to automatic sprinkler system
Informational
03/13/2025

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:
Special Inspections Review Approved 11/05/2024
Joe Frogge
Fire Plan Review Approved 10/29/2024 10/29/2024
Craig Hill
Miscellaneous Correction
Corrective Action Required
03/24/2025

Hydrants and the base asphalt for the parking lots shall be in place before any vertical combustible construction.
Licensed Contractors Approved 10/29/2024 10/29/2024
Joe Frogge
Licensed Contractors Rejected 10/29/2024 10/23/2024
Joe Frogge
Fire Plan Review Rejected 10/07/2024 10/08/2024
Craig Hill
Construction documents for fire alarm systems
Corrective Action Required
09/30/2024

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 Deferred submittal is allowed.
Construction documents - Fire protection systems
Corrective Action Required
09/30/2024

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. Deferred submittal is allowed.
Address numbers required
Corrective Action Required
09/30/2024

2018 IFC 505.1- Address numbers. New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. In Multi-tenant commercial building where tenants have multiple entrances located on different sides of the building , each door shall be addressed. Address numbers shall be Arabic numerals or alphabet letters. Numbers shall be a minimum of 4 inches (102 mm) high with a minimum stroke width of 0.5 inch (12.7 mm).
Misc
Corrective Action Required
09/30/2024

2018 IFC 506.1 Where required. Where access to or within a structure or an area is restricted because of secured openings or where immediate access is necessary for life-saving or fire-fighting purposes, the fire code official is authorized to require a key box to be installed in an approved location. The key box shall be of an approved type listed in accordance with UL 1037, and shall contain keys to gain necessary access as required by the fire code official. Action Required: (verified at inspection) Each building will need an external knox box. All knox boxes for buildings 1-5 and elevators can be obtained at knoxbox.com. Boxes shall be located 6'AFF over the FDC.
Corrective Action Required
09/30/2024

407.3 Identification. Individual containers of hazardous materials, cartons or packages shall be marked or labeled in accordance with applicable federal regulations. Buildings, rooms and spaces containing hazardous materials shall be identified by hazard warning signs in accordance with Section 5003.5. Action Required: (verified at inspection) All rooms, areas, buildings storing pool chemicals and other types of acids, solvents, chemicals or fuels shall be posted with the NFPA 704 placard with the MSDS hazard ratings on the placard.
Corrective Action Required
09/30/2024

Pool deck does not have adequate exiting for the occupant load.
Miscellaneous Correction
Corrective Action Required
10/03/2024

All exits from the pool deck are required to have panic hardware on the gates.
Miscellaneous Correction
Corrective Action Required
10/07/2024

For Information Only-All required fire hydrants and access drives and parking lots (asphalt or cooncrete base) shall be in place at the time of construction construction with combustible materials.
Building Plan Review Rejected 10/07/2024 10/03/2024
Joe Frogge
Misc
Corrective Action Required
09/30/2024

This review includes all structures on site. Separate permits will be created for each structure at a later date. Action required: Comment is informational. 10/3/2024 - Acknowledged in letter.
Final Development Plan
Corrective Action Required
09/30/2024

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. 10/3/2024 - Acknowledged in letter.
IBC 1704.2 Special Inspections
Corrective Action Required
09/30/2024

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. 10/3/2024 - Acknowledged in letter.
Engineered truss package
Corrective Action Required
09/30/2024

Copies of the engineered truss package were not provided at the time of permit application. Action required: Action required: Comment is informational. Truss packages deferred per request. 10/3/2024 - Acknowledged in letter.
Project cost
Resolved
10/03/2024

The project cost, which is used to establish the permit fee, has not been provided. Action required: Provide construction cost estimates for pool and garages.
IBC 7013.4 Fire and Smoke Protection - fire-resistance rating
Resolved
10/03/2024

Inadequate information to complete review. Action required: Provide complete UL details for rated assemblies that include nail/screw patterns. Also, either remove garage fire barrier references on A0.02 or specify rated walls on A8.01 thru A8.07. 10/3/2024 - provided in spec
Health Dept Review (aquatic)
Corrective Action Required
09/30/2024

For the Health Department review of public pools contact Casey Elledge with the Jackson County Public Works Department, Environmental Services Division, at (816) 223-9769. Health Department approval is required prior to receiving any type of building permit from the City of Lee's Summit. Action required: Comment is informational. 10/3/2024 - Acknowledged in letter.
Health Dept Inspection (aquatic)
Corrective Action Required
09/30/2024

For the Health Department inspection of public pools contact Casey Elledge with the Jackson County Public Works Department, Environmental Health Division at (816) 223-9769. Health Department approval is required prior to receiving any type of Occupancy from the City of Lee's Summit. Action required: Comment is informational. 10/3/2024 - Acknowledged in letter.
IBC 1209.2 Finish materials
Resolved
10/03/2024

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 clubhouse restrooms and mop sink.
Code analysis required
Resolved
10/03/2024

A code analysis shall be provided which includes but is not limited to occupancy type, occupant load, construction type, actual area, height and floors, allowable area, height and floors, and the codes to which the project is designed. Action required: Provide complete code analysis for clubhouse.
IBC 2902.2 Separate facilities - fixture
Resolved
09/30/2024

2018 IBC 2902.2 Separate Facilities. Where plumbing fixtures are required, separate facilities shall be provided for each sex. (see code for exceptions) Action required: Label restrooms per gender or submit Code Modification Request to use 2024 IBC section 2902.2. If you choose to use separate gendered restrooms each gender will need an accessible stall.
IBC 1011.11 Handrails - handrails at stairways
Resolved
10/03/2024

Unified Development Ordinance Section 7-1010. - Steps or ladders. Two (2) or more means of egress in the form of steps or ladders shall be provided for all swimming pools. At least one such means of egress shall be located on a side of the pool at both the deep end and shallow end of the pool. Treads of steps and ladders shall be constructed of non slip material and at least three (3) inches wide for their full length. Steps and ladders shall have a handrail on both sides. Exception: Pools accessory to one- and two-family dwellings. Action required: Provide additional handrail at pool steps to comply.
IBC 1208.2 Attic spaces
Resolved
10/03/2024

2018 IBC 1208.2 Attic spaces. An opening not less than 20 inches by 30 inches shall be provided to any attic area having a clear height of over 30 inches. Clear headroom of not less than 30 inches shall be provided in the attic space at or above the access opening. Action required: Provide access to attic spaces.
IPC 604.8 Water pressure reducing valve
Resolved
10/03/2024

2018 IPC 604.8 Water Pressure reducing valve or regulator. Where water pressure within a building exceeds 80 psi static, an approved water-pressure reducing valve conforming to ASSE 1003 or CSA B356 with strainer shall be installed to reduce the pressure in the building water distribution piping to not greater than 80 psi static. Action required: Provide pressure reducing valve at water entry. (Our Water Department requires PRV installation in all locations regardless of pressure)
Licensed Contractors Rejected 10/07/2024 10/03/2024
Joe Frogge
LC - MEP Subs
Corrective Action Required
09/30/2024

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. 10/3/2024 - (waiting on Mechanical contractor)
Fire Plan Review Rejected 09/17/2024 09/17/2024
Zachary Nelson
Construction documents for fire alarm systems
Corrective Action Required
09/16/2024

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.
Construction documents - Fire protection systems
Corrective Action Required
09/16/2024

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.
Address numbers required
Corrective Action Required
09/16/2024

2018 IFC 505.1- Address numbers. New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. In Multi-tenant commercial building where tenants have multiple entrances located on different sides of the building , each door shall be addressed. Address numbers shall be Arabic numerals or alphabet letters. Numbers shall be a minimum of 4 inches (102 mm) high with a minimum stroke width of 0.5 inch (12.7 mm).
Misc
Corrective Action Required
09/16/2024

2018 IFC 506.1 Where required. Where access to or within a structure or an area is restricted because of secured openings or where immediate access is necessary for life-saving or fire-fighting purposes, the fire code official is authorized to require a key box to be installed in an approved location. The key box shall be of an approved type listed in accordance with UL 1037, and shall contain keys to gain necessary access as required by the fire code official. Action Required: (verified at inspection) Each building will need an external knox box. All knox boxes for buildings 1-5 and elevators can be obtained at knoxbox.com
Corrective Action Required
09/16/2024

407.3 Identification. Individual containers of hazardous materials, cartons or packages shall be marked or labeled in accordance with applicable federal regulations. Buildings, rooms and spaces containing hazardous materials shall be identified by hazard warning signs in accordance with Section 5003.5. Action Required: (verified at inspection) All rooms, areas, buildings storing pool chemicals and other types of acids, solvents, chemicals or fuels shall be posted with the NFPA 704 placard with the MSDS hazard ratings on the placard.
Corrective Action Required
09/16/2024

Clarification needed on sheet No. E0.00. Exit/ELU Combo, is this an exit sign with exterior illumination?
Corrective Action Required
09/16/2024

The occupant load of the clubhouse and pool area are not provided. Action Required: Provide occupant load of clubhouse and pool area.
Building Plan Review Rejected 09/17/2024 09/13/2024
Joe Frogge
Misc
Corrective Action Required
09/12/2024

This review includes all structures on site. Separate permits will be created for each structure at a later date. Action required: Comment is informational.
Final Development Plan
Corrective Action Required
09/12/2024

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
09/12/2024

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.
Engineered truss package
Corrective Action Required
09/12/2024

Copies of the engineered truss package were not provided at the time of permit application. Action required: Action required: Comment is informational. Truss packages deferred per request.
Project cost
Corrective Action Required
09/12/2024

The project cost, which is used to establish the permit fee, has not been provided. Action required: Provide construction cost estimates for pool and garages.
IBC 7013.4 Fire and Smoke Protection - fire-resistance rating
Corrective Action Required
09/12/2024

Inadequate information to complete review. Action required: Provide complete UL details for rated assemblies that include nail/screw patterns. Also, either remove garage fire barrier references on A0.02 or specify rated walls on A8.01 thru A8.07.
Health Dept Review (aquatic)
Corrective Action Required
09/12/2024

For the Health Department review of public pools contact Casey Elledge with the Jackson County Public Works Department, Environmental Services Division, at (816) 223-9769. Health Department approval is required prior to receiving any type of building permit from the City of Lee's Summit. Action required: Comment is informational.
Health Dept Inspection (aquatic)
Corrective Action Required
09/12/2024

For the Health Department inspection of public pools contact Casey Elledge with the Jackson County Public Works Department, Environmental Health Division at (816) 223-9769. Health Department approval is required prior to receiving any type of Occupancy from the City of Lee's Summit. Action required: Comment is informational.
IBC 1209.2 Finish materials
Corrective Action Required
09/12/2024

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 clubhouse restrooms and mop sink.
Code analysis required
Corrective Action Required
09/13/2024

A code analysis shall be provided which includes but is not limited to occupancy type, occupant load, construction type, actual area, height and floors, allowable area, height and floors, and the codes to which the project is designed. Action required: Provide complete code analysis for clubhouse.
IBC 2902.2 Separate facilities - fixture
Corrective Action Required
09/13/2024

2018 IBC 2902.2 Separate Facilities. Where plumbing fixtures are required, separate facilities shall be provided for each sex. (see code for exceptions) Action required: Label restrooms per gender or submit Code Modification Request to use 2024 IBC section 2902.2. If you choose to use separate gendered restrooms each gender will need an accessible stall.
IBC 1011.11 Handrails - handrails at stairways
Corrective Action Required
09/13/2024

Unified Development Ordinance Section 7-1010. - Steps or ladders. Two (2) or more means of egress in the form of steps or ladders shall be provided for all swimming pools. At least one such means of egress shall be located on a side of the pool at both the deep end and shallow end of the pool. Treads of steps and ladders shall be constructed of non slip material and at least three (3) inches wide for their full length. Steps and ladders shall have a handrail on both sides. Exception: Pools accessory to one- and two-family dwellings. Action required: Provide additional handrail at pool steps to comply.
IBC 1208.2 Attic spaces
Corrective Action Required
09/13/2024

2018 IBC 1208.2 Attic spaces. An opening not less than 20 inches by 30 inches shall be provided to any attic area having a clear height of over 30 inches. Clear headroom of not less than 30 inches shall be provided in the attic space at or above the access opening. Action required: Provide access to attic spaces.
IPC 604.8 Water pressure reducing valve
Corrective Action Required
09/13/2024

2018 IPC 604.8 Water Pressure reducing valve or regulator. Where water pressure within a building exceeds 80 psi static, an approved water-pressure reducing valve conforming to ASSE 1003 or CSA B356 with strainer shall be installed to reduce the pressure in the building water distribution piping to not greater than 80 psi static. Action required: Provide pressure reducing valve at water entry. (Our Water Department requires PRV installation in all locations regardless of pressure)
Licensed Contractors Rejected 09/17/2024 09/12/2024
Joe Frogge
LC - MEP Subs
Corrective Action Required
09/12/2024

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 Multi-Family $22,184.57 $22,184.57 Paid 04/15/2025
Residential Excise Tax Fee $14,426.88 $14,426.88 Paid 04/15/2025
Site Grading Fee $2,733.56 $2,733.56 Paid 03/28/2025
Right of Way Permit Fee $85.00 $85.00 Paid 03/28/2025
Water Insp Fee $2,260.93 $2,260.93 Paid 04/15/2025
Sanitary Sewer Insp Fees $312.24 $312.24 Paid 04/15/2025
Paved Surface Inspection Fee $16,955.30 $16,955.30 Paid 04/15/2025
Storm Sewer Inspection Fee $4,389.82 $4,389.82 Paid 04/15/2025
Water Test Fee $200.00 $200.00 Paid 04/15/2025
Outstanding Fees Amount Paid Owing Date Paid
No outstanding fees.
Totals: $63,548.30 $63,548.30 $0.00


$0.00
Inspections
Inspection Outcome Requested Scheduled Date Inspected
Alarm Test Pending
Piers/Caissons Inspection - Commercial Pending
Site Visit Pending
Misc
Informational
04/23/2025
04/23/25 Wednesday JMJ Contractor continued grading Tuesday and Wednesday.
Sprinkler - Hydrostatic Test Pending
Sprinkler - Flow Test Pending
Underslab Electrical Inspection - Commercial Pending
Misc
Informational
07/07/2025
-Building 5 okay to cover
Sanitary Sewer Construction Inspection Pending
Misc
Informational
08/07/2025
07/15/25 Tuesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor began the installation of private sanitary cored into exist MH and installed rubber boot. laid approximately 42' of 8" SDR-26 with two 45 deg bend. Dropping the elevation of connection as need to prevent large drop in Manhole with new tie-in. 07/16/25 Wednesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor installed approximately 42' of 8"SDR-26 then installed 22.5 bend and another 14' of 8"SDR-26 sanitary pipe. Contractor restack existing existing MH to the new elevation. 07/23/25 Wednesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor was able to install approximately 180' of 8" SDR-26 private sanitary line #2 between building #4 & 5. also the stub for clean out that were 6" SDR-26. 07/24/25 Thursday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor continued to install 8" SDR-26 private sanitary line #2 heading Southeast. 07/29/25 Tuesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor continued to install 115' of 8" SDR-26 & 5' of 6" SDR-26 private sanitary line #3. 07/30/25 Wednesday JMJ (Gen. Level, Sub. Burnaugh-Sup. Nate) Contractor continued to install 90' of 8" SDR-26 & 5' of 6" SDR-26 private sanitary line #4 4/45 degree bends were installed. 08/04/25 Monday JMJ (Gen. Level, Sub. Burnaugh-Sup. Nate) Contractor connected to the stub off exist MH that was to the North of project. Contractor installed approximately 40' of 8" SDR-26 connection to existing MH was deep which required trench boxes and the present of existing utilities. 08/05/25 Tuesday JMJ (Gen. Level, Sub. Burnaugh-Sup. Nate) Contractor finished installation of 8" SDR-26 sanitary for building #1 waiting for reducer to 6" SDR-26 sanitary main which be approximately 6' to the connection for the building. (Inspector was on sick leave for this day) 08/06/25 Wednesday JMJ (Gen. Level, Sub. Burnaugh-Sup. Nate) Contractor tie-in to existing 8" sanitary main with 8"X6" wye and stub upwards. 08/07/25 Thursday JMJ (Gen. Level, Sub. Burnaugh-Sup. Nate) Contractor installed 40' of 8" SDR-26 for building #1.
Sidewalk Inspection Pending
Misc
Informational
08/27/2025
08/26/25 Tuesday JMJ (Burnaugh Construction) Contractor set forms and materials to reconstruct sidewalk that was removed for tie-in for project to backflow. 08/27/25 Wednesday JMJ (Burnaugh Construction) Contractor poured sidewalk around 12:30PM.
Storm Sewer Construction Inspection Pending
Misc
Informational
09/05/2025
07/02/25 Wednesday JMJ (Burnaugh / Sup. Nate) Contractor installed approximately 220' of 15" HDPE online #5 and structure 5-1 & 5-2. (Storm line #1 is installed completely somehow the past inspection have been lost or incorrectly saved. Inspector will search other project to see if the inspection can be recovered.) Contractor plans to install line #7 branches off from structure 5-1. 07/02/25 Thursday JMJ (Burnaugh / Sup. Nate) Contractor will install line#7 15" HDPE approximately 60' and install storm structure 7-1. Contractor will backfill excavation for the week and leave around 10:30AM. 07/07/25 Monday JMJ (Burnaugh / Sup. Nate) Contractor plans to install approximately 100' of 15" HDPE storm pipe on storm line #3 to storm structure 3-2. Contractor was stacking out structure 1-4 storm line #1. 07/08/25 Tuesday JMJ (Burnaugh / Sup. Nate) Contractor poured collars and invert on lines 5 & 7, and the collars for storm structure 4-1. Storm Structure 1-1 was stack-out. 07/09/25 Wednesday JMJ (Burnaugh / Sup. Nate) Contractor installed approximately 220' of 15" HDPE from structure 3-1 to 3-2. 07/11/25 Friday JMJ (Burnaugh / Sup. Nate) Contractor completed the 18" HDPE from storm structure 4-1 to 4-2 approximately 120' & 103' from storm structure 4-2 to 4-3 on 07/10/25. Today 86' of 15" HDPE storm pipe from 4-3 to 4-4. Contractor was able to pour collars and inverts on this weeks newly installed storm structure. Talking with contractor about storm structure 4-5 this was removed on the update project plans. 07/15/25 Tuesday JMJ (Burnaugh/ Sup. Nate) Contractor installed approximately 86' of the 116' on Line #6 of 15" HDPE and set the base of structure 6-1. Excavation was rocked and partially backfilled. 07/16/25 Wednesday JMJ (Burrnaugh / Sup. Nate) Finished the installation of storm line #6. 09/03/25 Wednesday JMJ (Burnaugh / Sup. Nate) Contractor finished install of underground roof drain storm system on site.
Grading/Excavation/Fill Inspection Pending
Misc
Informational
09/16/2025
09/16/25 Tuesday JMJ (Bash Excavating) Contractor started the installing geo-grid (BX1200-150 X 246).
Erosion Control Inspection Pending
Misc
Informational
09/24/2025
06/13/25 Friday JMJ (Level) Talked to contractor about cleaning up Main St. & Sycamore from soil being track-out into the street. 07/03/25 Thursday JMJ (Level) Talked with contractor about keeping the street clean Bash Excavating is removing soil. 07/17/25 Friday JMJ (Level) Contractor needs to repair silt fencing, clean adjacent streets, and trim vegetation around project. 08/12/25 Tuesday JMJ (Level) Erosion control inspection appears to be functioning. 09/03/25 Wednesday JMJ (Level) Contractor needs to reestablish silt fencing Northside of project. 09/24/25 Wednesday JMJ(Level-Shane) Contractor needs to reestablish silt fencing and clean adjacent street of silt erosion on street.
Pavement-Curb Construction Pending
Misc
Informational
09/30/2025
09/30/25 Tuesday JMJ (Level Builders) Contractor has installed approximately 96% of the curbs.
Underground Electrical Inspection - Commercial Pending
Misc
Informational
10/02/2025
Conduit trench ok to fill across lot tying buildings 3,4,5 to 1&2 Conduit trench ok to fill that connects service between buildings 3&4 Conduit ok to cover that feeds between light poles in front of building 2; conduits to 6 light poles at south&west side of building 1 and conduits to 2 light poles at east side of building 2 : 2” conduit connecting north end of building 4 to east end of building 5 :1 1/2” conduit from building 4 to light poles between buildings 4&5 -1/2” conduit for light poles ran roughly 40’ from NE side of building 5 -Conduit from north of building 3 west to (3) light poles -Conduit with fire alarm between 1 and 2 building are good to backfill -conduit for building 3 is good -conduit for building 2 is good -conduit for 2 garages and trash in closure for building 5 -Conduit from garages 6 and 7 to building 5
Pavement-Surface Pending
Misc
Informational
10/09/2025
10/02/25 Thursday JMJ (Gen. Level) Contractor installed material and and various rebar support system as-per project plans. Two of the five vehicle multi-ports were complete. Contractor will be pouring apron tomorrow around 9:00AM. 10/03/25 Friday JMJ (Gen. Level) Contractor poured a pavement-surface outside the five vehicle multi-ports poured. 10/07/25 Tuesday JMJ (Gen. Level) Contractor poured pavement-surface outside the five vehicle on the Eastside of project near the Northeast entrance 10/06/25 Monday. Contractor poured the approach at the Northwest entrance off NW Sloan Street. 10/08/25 Wednesday (Gen. Level, Sub Bash Construction) Proof roll passed for pavement-surface. 10/09/25 Thursday (Gen. Level, Sub. AS Asphaltic Sufaces) Contractor laid asphalt in the parking lot using KCMMB type 2 base asphalt.
Sewer Service Inspection Pending
Water Service Inspection Pending
Electrical Service Inspection Pending
Gas Piping Inspection - Commercial Pending
Gas Service Inspection - Commercial Pending
Rated Assembly Inspection Pending
Above Ceiling Inspection Pending
Water Line - Construction Inspection Pending
Pavement-Proof Roll Pending
Install Street and Stop Signs Pending
Pavement-Aggregate Base Pending
Pavement-Curb Construction Pending
Pavement-Stabilized Subgrade Pending
Storm Sewer Construction Inspection Pending
Sidewalk Inspection Pending
Detention Basin Pending
Water Line - Construction Inspection Pending 9/2/2025 9/2/2025
Misc
Informational
08/26/2025
07/09/25 Wednesday (Burnaugh Sup. Nate) Contractor installed 6" riser and 8' of PVC 6" water line @ building #5, & 20' of 2" poly domestic water. 07/31/25 Thursday (Burnaugh Sup. Nate) Contractor continued to install riser on building #2, 4 & 5 were completed and #3 was done today. 6" Pipe was extend out of the risers. 08/07/25 Thursday (Burnaugh Sup. Nate) Contractor installed riser on building #1, 6" pipe riser for building. Contractor worked on the installation of backflow vault 08/06 & 08/07. 08/08/25 Friday (Burnaugh Sup. Nate) Contractor installed 8"X8" cross after backflow & 8"X6" reducer to hydrant (headed East). 150' of 8" water main Line #1. 08/12/25 Tuesday (Burnaugh Sup. Nate) Contractor excavating bore pits on the North and South of the street for the bore. 08/13/25 Wednesday (Burnaugh Sup. Nate) Contractor was able to begin bore and start pushing water main under street crossing. 08/14/25 Thursday (Burnaugh Sup. Nate) Contractor installed approximately 120' of 8" of PVC on private line and 30' of 6" for fire hydrants to be installed. 08/15/25 Friday (Burnaugh Sup. Nate) Contractor installed the valve cluster 8"X8"X12" was installed during the tie-in two bends a 45 & 22 1/2 degree bend. Contractor used all threads from the valve to 45deg bends, and 45 deg bends to 22 1/2 deg bend. 08/18/25 Monday (Burnaugh Sup. Nate) Contractor installed 180' of 8", connected to riser on building #4 and set hydrant. 08/20/25 Wednesday (Burnaugh Sup. Nate) Contractor continued the installation of 8" private main and 6" riser. (Contractor did not work yesterday.) 08/21/25 Thursday (Burnaugh Sup. Nate) Contractor continued to installation of 100' of 8" private main and 10' of 6" and a hydrant. 08/22/25 Friday (Burnaugh Sup. Nate) Contractor poured backing, straddle blocks & backfilled excavation. 08/25/25 Monday (Burnaugh Sup. Nate) Contractor De-chlorinate water line from the tie-in to backflow. Contractor installed approximately 280' of 8" on 08/23/25 Saturday and 200' of 8" private fire line. Also contractor installed a total of 500' of 2" domestic poly today and Saturday. Concrete for bends and fitting should poured tomorrow. 08/26/25 Tuesday (Burnaugh Sup. Nate) Contractor poured backing block behind fittings on private fire line.
All Rough Inspection - Commercial Pending 1/13/2026
Site Visit Partial 04/23/2025
Misc
Informational
04/23/2025
04/23/25 Wednesday JMJ Contractor continued grading Tuesday and Wednesday.
Erosion Control Inspection Partial 6/13/2025 6/13/2025 06/13/2025
Misc
Informational
06/13/2025
06/13/25 Friday JMJ (Level) Talked to contractor about cleaning up Main St. & Sycamore from soil being track-out into the street.
Storm Sewer Construction Inspection Partial 6/16/2025 6/16/2025 06/16/2025
Misc
Informational
06/16/2025
06/16/25 Monday JMJ (Burnaugh Construction) Contractor installed approximately 147' of 36" HPDE storm pipe structure 1-1 & 1-2.
Footing Inspection - Commercial Passed 6/17/2025 6/17/2025 06/17/2025
Misc
Resolved
06/17/2025
Line 1C to 1I approved
Storm Sewer Construction Inspection Partial 6/17/2025 6/17/2025 06/17/2025
Misc
Informational
06/16/2025
06/16/25 Monday JMJ (Burnaugh Construction) Contractor installed approximately 147' of 36" HPDE storm pipe structure 1-1 & 1-2. 06/17/25 Tuesday JMJ (Burnaugh Construction) Contractor installed appriximately 121' of 36" HPDE and the structure base 1-3.
Storm Sewer Construction Inspection Partial 6/23/2025 6/23/2025 06/23/2025
Misc
Informational
06/17/2025
06/16/25 Monday JMJ (Burnaugh Construction) Contractor installed approximately 147' of 36" HPDE storm pipe structure 1-1 & 1-2. 06/17/25 Tuesday JMJ (Burnaugh Construction) Contractor installed appriximately 121' of 36" HPDE and the structure base 1-3. 06/23/25 Monday JMJ (Burnaugh Construction) Contractor installed 120' of 36" HDPE from storm box 1-3 towards 1-4. also stacked out box 1-3. Contractor rocked and backfilled excavation contractor sent pictures. Sheep foot roller was used during backfill 06/19/25 Thursday. 100' of 36" HDPE was storm pipe was installed 06/20/26 Friday & base of box was set this morning 06/23/25. (Inspector was on holiday and vacation leave. Contractor continue to install storm pipe and will also work on 15" storm dead in line today as-per project plans.
Storm Sewer Construction Inspection Partial 6/24/2025 6/24/2025 06/24/2025
Misc
Informational
06/23/2025
06/16/25 Monday JMJ (Burnaugh Construction) Contractor installed approximately 147' of 36" HPDE storm pipe structure 1-1 & 1-2. 06/17/25 Tuesday JMJ (Burnaugh Construction) Contractor installed appriximately 121' of 36" HPDE and the structure base 1-3. 06/23/25 Monday JMJ (Burnaugh Construction) Contractor installed 120' of 36" HDPE from storm box 1-3 towards 1-4. also stacked out box 1-3. Contractor rocked and backfilled excavation contractor sent pictures. Sheep foot roller was used during backfill 06/19/25 Thursday. 100' of 36" HDPE was storm pipe was installed 06/20/26 Friday & base of box was set this morning 06/23/25. (Inspector was on holiday and vacation leave. 06/24/25 Tuesday JMJ (Burnaugh Construction) Contractor installed approximately 80' of 15" HDPE on storm line #2 and the base of curb inlet 2-1 that dead end 06/23/25 Monday. Contractor has gone back to the installation of storm line#1 36"HDPE curb inlet 1-4 base was installed this morning. Today contractor installed 60' of 24" HDPE storm line coming out of inlet 1-4 (storm line #4). Contractor installed approximately 80' of 18" HDPE on storm line #3 06/24/25 Tuesday.
Storm Sewer Construction Inspection Partial 6/25/2025 6/25/2025 06/25/2025
Misc
Informational
06/24/2025
06/16/25 Monday JMJ (Burnaugh Construction) Contractor installed approximately 147' of 36" HPDE storm pipe structure 1-1 & 1-2. 06/17/25 Tuesday JMJ (Burnaugh Construction) Contractor installed appriximately 121' of 36" HPDE and the structure base 1-3. 06/23/25 Monday JMJ (Burnaugh Construction) Contractor installed 120' of 36" HDPE from storm box 1-3 towards 1-4. also stacked out box 1-3. Contractor rocked and backfilled excavation contractor sent pictures. Sheep foot roller was used during backfill 06/19/25 Thursday. 100' of 36" HDPE was storm pipe was installed 06/20/26 Friday & base of box was set this morning 06/23/25. (Inspector was on holiday and vacation leave. 06/24/25 Tuesday JMJ (Burnaugh Construction) Contractor installed approximately 80' of 15" HDPE on storm line #2 and the base of curb inlet 2-1 that dead end 06/23/25 Monday. Contractor has gone back to the installation of storm line#1 36"HDPE curb inlet 1-4 base was installed this morning 06/24/25 Monday. 06/25/25 Wednesday JMJ (Burnaugh Construction) Contractor poured collars and invert on installed structures. Contractor laid a stick out of 15" HDPE storm pipe from 3-1. Contractor intends to 36" HDPE on storm line #1 & 15" HDPE on storm line #3. Contractor 40' of 36" line #1 06/25/25 contractor off loaded storm structures. On 06/26/25 Thursday contractor installed 80' of 36" on line #1 and set structure1-6 and then 1-5.
Underslab Plumbing Inspection - Commercial Partial 06/25/2025
Misc
Informational
06/25/2025
Sub grade Sanitary drain lines approved to cover
Storm Sewer Construction Inspection Partial 6/26/2025 6/26/2025 06/26/2025
Misc
Informational
06/25/2025
06/16/25 Monday JMJ (Burnaugh Construction) Contractor installed approximately 147' of 36" HPDE storm pipe structure 1-1 & 1-2. 06/17/25 Tuesday JMJ (Burnaugh Construction) Contractor installed appriximately 121' of 36" HPDE and the structure base 1-3. 06/23/25 Monday JMJ (Burnaugh Construction) Contractor installed 120' of 36" HDPE from storm box 1-3 towards 1-4. also stacked out box 1-3. Contractor rocked and backfilled excavation contractor sent pictures. Sheep foot roller was used during backfill 06/19/25 Thursday. 100' of 36" HDPE was storm pipe was installed 06/20/26 Friday & base of box was set this morning 06/23/25. (Inspector was on holiday and vacation leave. 06/24/25 Tuesday JMJ (Burnaugh Construction) Contractor installed approximately 80' of 15" HDPE on storm line #2 and the base of curb inlet 2-1 that dead end 06/23/25 Monday. Contractor has gone back to the installation of storm line#1 36"HDPE curb inlet 1-4 base was installed this morning 06/24/25 Monday. 06/25/25 Wednesday JMJ (Burnaugh Construction) Contractor poured collars and invert on installed structures. Contractor laid a stick out of 15" HDPE storm pipe from 3-1. Contractor intends to 36" HDPE on storm line #1 & 15" HDPE on storm line #3. 06/26/25 Thursday JMJ (Burnaugh Construction) Contractor installed approximately 40' of 36" HDPE on storm line #1 yesterday and 80' of HDPE on storm line #1 today. Storm box structures 1-5 & 1-6 bases were set today. 06/27/25 Friday JMJ (Burnaugh Construction) Contractor installed 1-5 & 1-6 a stick pipe out of the storm box.
Underslab Plumbing Inspection - Commercial Partial 6/27/2025 6/27/2025 06/27/2025
Misc
Informational
06/25/2025
Sub grade Sanitary drain lines approved to cover -Line D to I complete at underslab
Underslab Plumbing Inspection - Commercial Passed 7/1/2025 7/1/2025 07/01/2025
Misc
Resolved
07/01/2025
Sub grade Sanitary drain lines approved to cover -Line D to I complete at underslab
Storm Sewer Construction Inspection Partial 6/27/2025 6/27/2025 07/01/2025
Misc
Informational
06/26/2025
06/16/25 Monday JMJ (Burnaugh Construction) Contractor installed approximately 147' of 36" HPDE storm pipe structure 1-1 & 1-2. 06/17/25 Tuesday JMJ (Burnaugh Construction) Contractor installed appriximately 121' of 36" HPDE and the structure base 1-3. 06/23/25 Monday JMJ (Burnaugh Construction) Contractor installed 120' of 36" HDPE from storm box 1-3 towards 1-4. also stacked out box 1-3. Contractor rocked and backfilled excavation contractor sent pictures. Sheep foot roller was used during backfill 06/19/25 Thursday. 100' of 36" HDPE was storm pipe was installed 06/20/26 Friday & base of box was set this morning 06/23/25. (Inspector was on holiday and vacation leave. 06/24/25 Tuesday JMJ (Burnaugh Construction) Contractor installed approximately 80' of 15" HDPE on storm line #2 and the base of curb inlet 2-1 that dead end 06/23/25 Monday. Contractor has gone back to the installation of storm line#1 36"HDPE curb inlet 1-4 base was installed this morning 06/24/25 Monday. 06/25/25 Wednesday JMJ (Burnaugh Construction) Contractor poured collars and invert on installed structures. Contractor laid a stick out of 15" HDPE storm pipe from 3-1. Contractor intends to 36" HDPE on storm line #1 & 15" HDPE on storm line #3. 06/26/25 Thursday JMJ (Burnaugh Construction) Contractor installed approximately 40' of 36" HDPE on storm line #1 yesterday and 80' of HDPE on storm line #1 today. Storm box structures 1-5 & 1-6 bases were set today. 06/27/25 Friday JMJ (Burnaugh Construction) Contractor backfilled & compacted throughout the day.
Storm Sewer Construction Inspection Partial 7/1/2025 7/1/2025 07/01/2025
Misc
Informational
07/01/2025
06/16/25 Monday JMJ (Burnaugh Construction) Contractor installed approximately 147' of 36" HPDE storm pipe structure 1-1 & 1-2. 06/17/25 Tuesday JMJ (Burnaugh Construction) Contractor installed appriximately 121' of 36" HPDE and the structure base 1-3. 06/23/25 Monday JMJ (Burnaugh Construction) Contractor installed 120' of 36" HDPE from storm box 1-3 towards 1-4. also stacked out box 1-3. Contractor rocked and backfilled excavation contractor sent pictures. Sheep foot roller was used during backfill 06/19/25 Thursday. 100' of 36" HDPE was storm pipe was installed 06/20/26 Friday & base of box was set this morning 06/23/25. (Inspector was on holiday and vacation leave. 06/24/25 Tuesday JMJ (Burnaugh Construction) Contractor installed approximately 80' of 15" HDPE on storm line #2 and the base of curb inlet 2-1 that dead end 06/23/25 Monday. Contractor has gone back to the installation of storm line#1 36"HDPE curb inlet 1-4 base was installed this morning 06/24/25 Monday. 06/25/25 Wednesday JMJ (Burnaugh Construction) Contractor poured collars and invert on installed structures. Contractor laid a stick out of 15" HDPE storm pipe from 3-1. Contractor intends to 36" HDPE on storm line #1 & 15" HDPE on storm line #3. 06/26/25 Thursday JMJ (Burnaugh Construction) Contractor installed approximately 40' of 36" HDPE on storm line #1 yesterday and 80' of HDPE on storm line #1 today. Storm box structures 1-5 & 1-6 bases were set today. 06/27/25 Friday JMJ (Burnaugh Construction) Contractor backfilled & compacted throughout the day. 07/01/25 Tuesday JMJ (Burnaugh Construction - Sup. Nate) Contractor completed the install of storm line #1 of 36" HDPE. Contractor installed one stick of 15" out of storm 1-5 which is line #6 and one stick of storm 1-6 which is line #5. Contractor has schedule concrete to pour collars and inverts for storm box 1-5 & 1-6.
Storm Sewer Construction Inspection Partial 7/2/2025 7/2/2025 07/02/2025
Misc
Informational
07/02/2025
07/02/25 Wednesday JMJ (Burnaugh / Sup Nate) Contractor installed approximately 220' of 15" HDPE online #5 and structure 5-1 & 5-2. (Storm line #1 is installed completely somehow the past inspection have been lost or incorrectly saved. Inspector will search other project to see if the inspection can be recovered.) Contractor plans to install line #7 branches off from structure 5-2.
Storm Sewer Construction Inspection Partial 7/3/2025 7/3/2025 07/03/2025
Misc
Informational
07/02/2025
07/02/25 Wednesday JMJ (Burnaugh / Sup Nate) Contractor installed approximately 220' of 15" HDPE online #5 and structure 5-1 & 5-2. (Storm line #1 is installed completely somehow the past inspection have been lost or incorrectly saved. Inspector will search other project to see if the inspection can be recovered.) Contractor plans to install line #7 branches off from structure 5-1. 07/02/25 Thursday JMJ (Burnaugh / Sup Nate) Contractor will install line#7 15" HDPE approximately 60' and install storm structure 7-1. Contractor will backfill excavation for the week and leave around 10:30AM.
Erosion Control Inspection Partial 07/03/2025
Misc
Informational
06/13/2025
06/13/25 Friday JMJ (Level) Talked to contractor about cleaning up Main St. & Sycamore from soil being track-out into the street. 07/03/25 Thursday JMJ (Level) Talked with contractor about keeping the street clean Bash Excavating is removing soil.
Underslab Electrical Inspection - Commercial Partial 7/7/2025 7/7/2025 07/07/2025
Misc
Informational
07/07/2025
-Building 5 okay to cover
Storm Sewer Construction Inspection Partial 7/7/2025 7/7/2025 07/07/2025
Misc
Informational
07/03/2025
07/02/25 Wednesday JMJ (Burnaugh / Sup Nate) Contractor installed approximately 220' of 15" HDPE online #5 and structure 5-1 & 5-2. (Storm line #1 is installed completely somehow the past inspection have been lost or incorrectly saved. Inspector will search other project to see if the inspection can be recovered.) Contractor plans to install line #7 branches off from structure 5-1. 07/02/25 Thursday JMJ (Burnaugh / Sup Nate) Contractor will install line#7 15" HDPE approximately 60' and install storm structure 7-1. Contractor will backfill excavation for the week and leave around 10:30AM. 07/07/25 Monday JMJ (Burnaugh / Sup Nate) Contractor plans to install approximately 100' of 15" HDPE storm pipe on storm line #3 to storm structure 3-2. Contractor was stacking out structure 1-4 storm line #1. 07/08/25 Tuesday JMJ (Burnaugh / Sup Nate) Contractor poured collars and inverts on lines & structures for 5 & 7 and collars for structure 4-1. Contractor stack out
Storm Sewer Construction Inspection Partial 7/8/2025 7/8/2025 07/08/2025
Misc
Informational
07/07/2025
07/02/25 Wednesday JMJ (Burnaugh / Sup Nate) Contractor installed approximately 220' of 15" HDPE online #5 and structure 5-1 & 5-2. (Storm line #1 is installed completely somehow the past inspection have been lost or incorrectly saved. Inspector will search other project to see if the inspection can be recovered.) Contractor plans to install line #7 branches off from structure 5-1. 07/02/25 Thursday JMJ (Burnaugh / Sup Nate) Contractor will install line#7 15" HDPE approximately 60' and install storm structure 7-1. Contractor will backfill excavation for the week and leave around 10:30AM. 07/07/25 Monday JMJ (Burnaugh / Sup Nate) Contractor plans to install approximately 100' of 15" HDPE storm pipe on storm line #3 to storm structure 3-2. Contractor was stacking out structure 1-4 storm line #1. 07/08/25 Tuesday JMJ (Burnaugh / Sup Nate) Contractor poured collars and invert on lines 5 & 7, and the collars for storm structure 4-1. Storm Structure 1-1 was stack-out.
Water Line - Construction Inspection Partial 7/9/2025 7/9/2025 07/09/2025
Misc
Informational
05/22/2025
07/09/25 Wednesday (Burnaugh Sup. Nate) Contractor installed 6" riser and 8' of PVC 6" water line @ building #5, & 20' of 2" poly domestic water.
Storm Sewer Construction Inspection Partial 07/09/2025
Misc
Informational
07/08/2025
07/02/25 Wednesday JMJ (Burnaugh / Sup. Nate) Contractor installed approximately 220' of 15" HDPE online #5 and structure 5-1 & 5-2. (Storm line #1 is installed completely somehow the past inspection have been lost or incorrectly saved. Inspector will search other project to see if the inspection can be recovered.) Contractor plans to install line #7 branches off from structure 5-1. 07/02/25 Thursday JMJ (Burnaugh / Sup. Nate) Contractor will install line#7 15" HDPE approximately 60' and install storm structure 7-1. Contractor will backfill excavation for the week and leave around 10:30AM. 07/07/25 Monday JMJ (Burnaugh / Sup. Nate) Contractor plans to install approximately 100' of 15" HDPE storm pipe on storm line #3 to storm structure 3-2. Contractor was stacking out structure 1-4 storm line #1. 07/08/25 Tuesday JMJ (Burnaugh / Sup. Nate) Contractor poured collars and invert on lines 5 & 7, and the collars for storm structure 4-1. Storm Structure 1-1 was stack-out. 07/09/25 Wednesday JMJ (Burnaugh / Sup. Nate) Contractor installed approximately 220' of 15" HDPE from structure 3-1 to 3-2. 07/10/25 Thursday JMJ (Burnaugh / Sup. Nate) Contractor finished installing the 48' of 18" HDPE from storm structure 4-1 to 4-2 with (60' of 18" was installed around two week ago.) & approximately 115' of 18" was installed from storm structure 4-2 to 4-3.
Storm Sewer Construction Inspection Partial 7/10/2025 7/10/2025 07/11/2025
Misc
Informational
07/09/2025
07/02/25 Wednesday JMJ (Burnaugh / Sup. Nate) Contractor installed approximately 220' of 15" HDPE online #5 and structure 5-1 & 5-2. (Storm line #1 is installed completely somehow the past inspection have been lost or incorrectly saved. Inspector will search other project to see if the inspection can be recovered.) Contractor plans to install line #7 branches off from structure 5-1. 07/02/25 Thursday JMJ (Burnaugh / Sup. Nate) Contractor will install line#7 15" HDPE approximately 60' and install storm structure 7-1. Contractor will backfill excavation for the week and leave around 10:30AM. 07/07/25 Monday JMJ (Burnaugh / Sup. Nate) Contractor plans to install approximately 100' of 15" HDPE storm pipe on storm line #3 to storm structure 3-2. Contractor was stacking out structure 1-4 storm line #1. 07/08/25 Tuesday JMJ (Burnaugh / Sup. Nate) Contractor poured collars and invert on lines 5 & 7, and the collars for storm structure 4-1. Storm Structure 1-1 was stack-out. 07/09/25 Wednesday JMJ (Burnaugh / Sup. Nate) Contractor installed approximately 220' of 15" HDPE from structure 3-1 to 3-2.
Storm Sewer Construction Inspection Partial 7/11/2025 7/11/2025 07/11/2025
Misc
Informational
07/11/2025
07/02/25 Wednesday JMJ (Burnaugh / Sup. Nate) Contractor installed approximately 220' of 15" HDPE online #5 and structure 5-1 & 5-2. (Storm line #1 is installed completely somehow the past inspection have been lost or incorrectly saved. Inspector will search other project to see if the inspection can be recovered.) Contractor plans to install line #7 branches off from structure 5-1. 07/02/25 Thursday JMJ (Burnaugh / Sup. Nate) Contractor will install line#7 15" HDPE approximately 60' and install storm structure 7-1. Contractor will backfill excavation for the week and leave around 10:30AM. 07/07/25 Monday JMJ (Burnaugh / Sup. Nate) Contractor plans to install approximately 100' of 15" HDPE storm pipe on storm line #3 to storm structure 3-2. Contractor was stacking out structure 1-4 storm line #1. 07/08/25 Tuesday JMJ (Burnaugh / Sup. Nate) Contractor poured collars and invert on lines 5 & 7, and the collars for storm structure 4-1. Storm Structure 1-1 was stack-out. 07/09/25 Wednesday JMJ (Burnaugh / Sup. Nate) Contractor installed approximately 220' of 15" HDPE from structure 3-1 to 3-2. 07/11/25 Friday JMJ (Burnaugh / Sup. Nate) Contractor completed the 18" HDPE from storm structure 4-1 to 4-2 approximately 120' & 103' from storm structure 4-2 to 4-3 on 07/10/25. Today 86' of 15" HDPE storm pipe from 4-3 to 4-4. Contractor was able to pour collars and inverts on this weeks newly installed storm structure. Talking with contractor about storm structure 4-5 this was removed on the update project plans.
Sanitary Sewer Construction Inspection Partial 7/15/2025 7/15/2025 07/15/2025
Misc
Informational
07/15/2025
07/15/25 Tuesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor began the installation of private sanitary cored into exist MH and installed rubber boot. laid approximately 42' of 8" SDR-26 with two 45 deg bend. Dropping the elevation of connection as need to prevent large drop in Manhole with new tie-in.
Sanitary Sewer Construction Inspection Partial 07/15/2025
Misc
Informational
07/15/2025
07/15/25 Tuesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor began the installation of private sanitary cored into exist MH and installed rubber boot. laid approximately 42' of 8" SDR-26 with two 45 deg bend. Dropping the elevation of connection as need to prevent large drop in Manhole with new tie-in.
Storm Sewer Construction Inspection Partial 7/15/2025 7/15/2025 07/15/2025
Misc
Informational
07/11/2025
07/02/25 Wednesday JMJ (Burnaugh / Sup. Nate) Contractor installed approximately 220' of 15" HDPE online #5 and structure 5-1 & 5-2. (Storm line #1 is installed completely somehow the past inspection have been lost or incorrectly saved. Inspector will search other project to see if the inspection can be recovered.) Contractor plans to install line #7 branches off from structure 5-1. 07/02/25 Thursday JMJ (Burnaugh / Sup. Nate) Contractor will install line#7 15" HDPE approximately 60' and install storm structure 7-1. Contractor will backfill excavation for the week and leave around 10:30AM. 07/07/25 Monday JMJ (Burnaugh / Sup. Nate) Contractor plans to install approximately 100' of 15" HDPE storm pipe on storm line #3 to storm structure 3-2. Contractor was stacking out structure 1-4 storm line #1. 07/08/25 Tuesday JMJ (Burnaugh / Sup. Nate) Contractor poured collars and invert on lines 5 & 7, and the collars for storm structure 4-1. Storm Structure 1-1 was stack-out. 07/09/25 Wednesday JMJ (Burnaugh / Sup. Nate) Contractor installed approximately 220' of 15" HDPE from structure 3-1 to 3-2. 07/11/25 Friday JMJ (Burnaugh / Sup. Nate) Contractor completed the 18" HDPE from storm structure 4-1 to 4-2 approximately 120' & 103' from storm structure 4-2 to 4-3 on 07/10/25. Today 86' of 15" HDPE storm pipe from 4-3 to 4-4. Contractor was able to pour collars and inverts on this weeks newly installed storm structure. Talking with contractor about storm structure 4-5 this was removed on the update project plans. 07/15/25 Tuesday JMJ (Burnaugh/ Sup. Nate) Contractor installed approximately 86' of the 116' on Line #6 of 15" HDPE and set the base of structure 6-1. Excavation was rocked and partially backfilled.
Sanitary Sewer Construction Inspection Partial 7/16/2025 7/16/2025 07/16/2025
Misc
Informational
07/15/2025
07/15/25 Tuesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor began the installation of private sanitary cored into exist MH and installed rubber boot. laid approximately 42' of 8" SDR-26 with two 45 deg bend. Dropping the elevation of connection as need to prevent large drop in Manhole with new tie-in. 07/16/25 Wednesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor installed approximately 42' of 8"SDR-26 then installed 22.5 bend and another 14' of 8"SDR-26 sanitary pipe. Contractor restack existing existing MH to the new elevation.
Storm Sewer Construction Inspection Partial 7/16/2025 7/16/2025 07/16/2025
Misc
Informational
07/15/2025
07/02/25 Wednesday JMJ (Burnaugh / Sup. Nate) Contractor installed approximately 220' of 15" HDPE online #5 and structure 5-1 & 5-2. (Storm line #1 is installed completely somehow the past inspection have been lost or incorrectly saved. Inspector will search other project to see if the inspection can be recovered.) Contractor plans to install line #7 branches off from structure 5-1. 07/02/25 Thursday JMJ (Burnaugh / Sup. Nate) Contractor will install line#7 15" HDPE approximately 60' and install storm structure 7-1. Contractor will backfill excavation for the week and leave around 10:30AM. 07/07/25 Monday JMJ (Burnaugh / Sup. Nate) Contractor plans to install approximately 100' of 15" HDPE storm pipe on storm line #3 to storm structure 3-2. Contractor was stacking out structure 1-4 storm line #1. 07/08/25 Tuesday JMJ (Burnaugh / Sup. Nate) Contractor poured collars and invert on lines 5 & 7, and the collars for storm structure 4-1. Storm Structure 1-1 was stack-out. 07/09/25 Wednesday JMJ (Burnaugh / Sup. Nate) Contractor installed approximately 220' of 15" HDPE from structure 3-1 to 3-2. 07/11/25 Friday JMJ (Burnaugh / Sup. Nate) Contractor completed the 18" HDPE from storm structure 4-1 to 4-2 approximately 120' & 103' from storm structure 4-2 to 4-3 on 07/10/25. Today 86' of 15" HDPE storm pipe from 4-3 to 4-4. Contractor was able to pour collars and inverts on this weeks newly installed storm structure. Talking with contractor about storm structure 4-5 this was removed on the update project plans. 07/15/25 Tuesday JMJ (Burnaugh/ Sup. Nate) Contractor installed approximately 86' of the 116' on Line #6 of 15" HDPE and set the base of structure 6-1. Excavation was rocked and partially backfilled. 07/16/25 Wednesday JMJ (Burrnaugh / Sup. Nate) Finished the installation of storm line #6.
Erosion Control Inspection Partial 7/18/2025 7/18/2025 07/18/2025
Misc
Informational
07/03/2025
06/13/25 Friday JMJ (Level) Talked to contractor about cleaning up Main St. & Sycamore from soil being track-out into the street. 07/03/25 Thursday JMJ (Level) Talked with contractor about keeping the street clean Bash Excavating is removing soil. 07/17/25 Friday JMJ (Level) Contractor needs to repair silt fencing, clean adjacent streets, and trim vegetation around project.
Sanitary Sewer Construction Inspection Partial 7/23/2025 7/23/2025 07/24/2025
Misc
Informational
07/16/2025
07/15/25 Tuesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor began the installation of private sanitary cored into exist MH and installed rubber boot. laid approximately 42' of 8" SDR-26 with two 45 deg bend. Dropping the elevation of connection as need to prevent large drop in Manhole with new tie-in. 07/16/25 Wednesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor installed approximately 42' of 8"SDR-26 then installed 22.5 bend and another 14' of 8"SDR-26 sanitary pipe. Contractor restack existing existing MH to the new elevation. 07/23/25 Wednesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor was able to install approximately 180' of 8" SDR-26 private sanitary line #2 between building #4 & 5. also the stub for clean out that were 6" SDR-26.
Sanitary Sewer Construction Inspection Partial 7/24/2025 7/24/2025 07/24/2025
Misc
Informational
07/24/2025
07/15/25 Tuesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor began the installation of private sanitary cored into exist MH and installed rubber boot. laid approximately 42' of 8" SDR-26 with two 45 deg bend. Dropping the elevation of connection as need to prevent large drop in Manhole with new tie-in. 07/16/25 Wednesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor installed approximately 42' of 8"SDR-26 then installed 22.5 bend and another 14' of 8"SDR-26 sanitary pipe. Contractor restack existing existing MH to the new elevation. 07/23/25 Wednesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor was able to install approximately 180' of 8" SDR-26 private sanitary line #2 between building #4 & 5. also the stub for clean out that were 6" SDR-26. 07/24/25 Thursday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor continued to install 8" SDR-26 private sanitary line #2 heading Southeast.
Sanitary Sewer Construction Inspection Partial 7/29/2025 7/29/2025 07/29/2025
Misc
Informational
07/24/2025
07/15/25 Tuesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor began the installation of private sanitary cored into exist MH and installed rubber boot. laid approximately 42' of 8" SDR-26 with two 45 deg bend. Dropping the elevation of connection as need to prevent large drop in Manhole with new tie-in. 07/16/25 Wednesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor installed approximately 42' of 8"SDR-26 then installed 22.5 bend and another 14' of 8"SDR-26 sanitary pipe. Contractor restack existing existing MH to the new elevation. 07/23/25 Wednesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor was able to install approximately 180' of 8" SDR-26 private sanitary line #2 between building #4 & 5. also the stub for clean out that were 6" SDR-26. 07/24/25 Thursday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor continued to install 8" SDR-26 private sanitary line #2 heading Southeast. 07/29/25 Tuesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor continued to install 115' of 8" SDR-26 & 5' of 6" SDR-26 private sanitary line #3.
Sanitary Sewer Construction Inspection Partial 07/30/2025
Misc
Informational
07/29/2025
07/15/25 Tuesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor began the installation of private sanitary cored into exist MH and installed rubber boot. laid approximately 42' of 8" SDR-26 with two 45 deg bend. Dropping the elevation of connection as need to prevent large drop in Manhole with new tie-in. 07/16/25 Wednesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor installed approximately 42' of 8"SDR-26 then installed 22.5 bend and another 14' of 8"SDR-26 sanitary pipe. Contractor restack existing existing MH to the new elevation. 07/23/25 Wednesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor was able to install approximately 180' of 8" SDR-26 private sanitary line #2 between building #4 & 5. also the stub for clean out that were 6" SDR-26. 07/24/25 Thursday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor continued to install 8" SDR-26 private sanitary line #2 heading Southeast. 07/29/25 Tuesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor continued to install 115' of 8" SDR-26 & 5' of 6" SDR-26 private sanitary line #3. 07/30/25 Wednesday JMJ (Gen. Level, Sub. Burnaugh-Sup. Nate) Contractor continued to install 90' of 8" SDR-26 & 5' of 6" SDR-26 private sanitary line #4 4/45 degree bends were installed.
Water Line - Construction Inspection Partial 7/31/2025 7/31/2025 07/31/2025
Misc
Informational
07/09/2025
07/09/25 Wednesday (Burnaugh Sup. Nate) Contractor installed 6" riser and 8' of PVC 6" water line @ building #5, & 20' of 2" poly domestic water. 07/31/25 Thursday (Burnaugh Sup. Nate) Contractor continued to install riser on building #2, 4 & 5 were completed and #3 was done today. 6" Pipe was extend out of the risers.
Sanitary Sewer Construction Inspection Partial 08/04/2025
Misc
Informational
07/30/2025
07/15/25 Tuesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor began the installation of private sanitary cored into exist MH and installed rubber boot. laid approximately 42' of 8" SDR-26 with two 45 deg bend. Dropping the elevation of connection as need to prevent large drop in Manhole with new tie-in. 07/16/25 Wednesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor installed approximately 42' of 8"SDR-26 then installed 22.5 bend and another 14' of 8"SDR-26 sanitary pipe. Contractor restack existing existing MH to the new elevation. 07/23/25 Wednesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor was able to install approximately 180' of 8" SDR-26 private sanitary line #2 between building #4 & 5. also the stub for clean out that were 6" SDR-26. 07/24/25 Thursday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor continued to install 8" SDR-26 private sanitary line #2 heading Southeast. 07/29/25 Tuesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor continued to install 115' of 8" SDR-26 & 5' of 6" SDR-26 private sanitary line #3. 07/30/25 Wednesday JMJ (Gen. Level, Sub. Burnaugh-Sup. Nate) Contractor continued to install 90' of 8" SDR-26 & 5' of 6" SDR-26 private sanitary line #4 4/45 degree bends were installed. 08/04/25 Monday JMJ (Gen. Level, Sub. Burnaugh-Sup. Nate) Contractor connected to the stub off exist MH that was to the North of project. Contractor installed approximately 40' of 8" SDR-26 connection to existing MH was deep which required trench boxes and the present of existing utilities.
Sanitary Sewer Construction Inspection Partial 08/06/2025
Misc
Informational
08/04/2025
07/15/25 Tuesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor began the installation of private sanitary cored into exist MH and installed rubber boot. laid approximately 42' of 8" SDR-26 with two 45 deg bend. Dropping the elevation of connection as need to prevent large drop in Manhole with new tie-in. 07/16/25 Wednesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor installed approximately 42' of 8"SDR-26 then installed 22.5 bend and another 14' of 8"SDR-26 sanitary pipe. Contractor restack existing existing MH to the new elevation. 07/23/25 Wednesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor was able to install approximately 180' of 8" SDR-26 private sanitary line #2 between building #4 & 5. also the stub for clean out that were 6" SDR-26. 07/24/25 Thursday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor continued to install 8" SDR-26 private sanitary line #2 heading Southeast. 07/29/25 Tuesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor continued to install 115' of 8" SDR-26 & 5' of 6" SDR-26 private sanitary line #3. 07/30/25 Wednesday JMJ (Gen. Level, Sub. Burnaugh-Sup. Nate) Contractor continued to install 90' of 8" SDR-26 & 5' of 6" SDR-26 private sanitary line #4 4/45 degree bends were installed. 08/04/25 Monday JMJ (Gen. Level, Sub. Burnaugh-Sup. Nate) Contractor connected to the stub off exist MH that was to the North of project. Contractor installed approximately 40' of 8" SDR-26 connection to existing MH was deep which required trench boxes and the present of existing utilities. 08/05/25 Tuesday JMJ (Gen. Level, Sub. Burnaugh-Sup. Nate) Contractor finished installation of 8" SDR-26 sanitary for building #1 waiting for reducer to 6" SDR-26 sanitary main which be approximately 6' to the connection for the building. (Inspector was on sick leave for this day) 08/06/25 Wednesday JMJ (Gen. Level, Sub. Burnaugh-Sup. Nate) Contractor tie-in to existing 8" sanitary main with 8"X6" wye and stub upwards.
Sanitary Sewer Construction Inspection Partial 8/7/2025 8/7/2025 08/07/2025
Misc
Informational
08/06/2025
07/15/25 Tuesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor began the installation of private sanitary cored into exist MH and installed rubber boot. laid approximately 42' of 8" SDR-26 with two 45 deg bend. Dropping the elevation of connection as need to prevent large drop in Manhole with new tie-in. 07/16/25 Wednesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor installed approximately 42' of 8"SDR-26 then installed 22.5 bend and another 14' of 8"SDR-26 sanitary pipe. Contractor restack existing existing MH to the new elevation. 07/23/25 Wednesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor was able to install approximately 180' of 8" SDR-26 private sanitary line #2 between building #4 & 5. also the stub for clean out that were 6" SDR-26. 07/24/25 Thursday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor continued to install 8" SDR-26 private sanitary line #2 heading Southeast. 07/29/25 Tuesday JMJ ( Gen. Level, Sub. Burnaugh- Sup. Nate) Contractor continued to install 115' of 8" SDR-26 & 5' of 6" SDR-26 private sanitary line #3. 07/30/25 Wednesday JMJ (Gen. Level, Sub. Burnaugh-Sup. Nate) Contractor continued to install 90' of 8" SDR-26 & 5' of 6" SDR-26 private sanitary line #4 4/45 degree bends were installed. 08/04/25 Monday JMJ (Gen. Level, Sub. Burnaugh-Sup. Nate) Contractor connected to the stub off exist MH that was to the North of project. Contractor installed approximately 40' of 8" SDR-26 connection to existing MH was deep which required trench boxes and the present of existing utilities. 08/05/25 Tuesday JMJ (Gen. Level, Sub. Burnaugh-Sup. Nate) Contractor finished installation of 8" SDR-26 sanitary for building #1 waiting for reducer to 6" SDR-26 sanitary main which be approximately 6' to the connection for the building. (Inspector was on sick leave for this day) 08/06/25 Wednesday JMJ (Gen. Level, Sub. Burnaugh-Sup. Nate) Contractor tie-in to existing 8" sanitary main with 8"X6" wye and stub upwards. 08/07/25 Thursday JMJ (Gen. Level, Sub. Burnaugh-Sup. Nate) Contractor installed 40' of 8" SDR-26 for building #1.
Water Line - Construction Inspection Partial 8/7/2025 8/7/2025 08/07/2025
Misc
Informational
07/31/2025
07/09/25 Wednesday (Burnaugh Sup. Nate) Contractor installed 6" riser and 8' of PVC 6" water line @ building #5, & 20' of 2" poly domestic water. 07/31/25 Thursday (Burnaugh Sup. Nate) Contractor continued to install riser on building #2, 4 & 5 were completed and #3 was done today. 6" Pipe was extend out of the risers. 08/07/25 Thursday (Burnaugh Sup. Nate) Contractor installed riser on building #1, 6" pipe riser for building.
Water Line - Construction Inspection Partial 8/8/2025 8/8/2025 08/08/2025
Misc
Informational
08/07/2025
07/09/25 Wednesday (Burnaugh Sup. Nate) Contractor installed 6" riser and 8' of PVC 6" water line @ building #5, & 20' of 2" poly domestic water. 07/31/25 Thursday (Burnaugh Sup. Nate) Contractor continued to install riser on building #2, 4 & 5 were completed and #3 was done today. 6" Pipe was extend out of the risers. 08/07/25 Thursday (Burnaugh Sup. Nate) Contractor installed riser on building #1, 6" pipe riser for building. Contractor worked on the installation of backflow vault 08/06 & 08/07. 08/08/25 Friday (Burnaugh Sup. Nate) Contractor installed 8"X8" cross after backflow & 8"X6" reducer to hydrant (headed East). 150' of 8" water main Line #1.
Erosion Control Inspection Partial 8/12/2025 8/12/2025 08/12/2025
Misc
Informational
07/18/2025
06/13/25 Friday JMJ (Level) Talked to contractor about cleaning up Main St. & Sycamore from soil being track-out into the street. 07/03/25 Thursday JMJ (Level) Talked with contractor about keeping the street clean Bash Excavating is removing soil. 07/17/25 Friday JMJ (Level) Contractor needs to repair silt fencing, clean adjacent streets, and trim vegetation around project. 08/12/25 Tuesday JMJ (Level) Erosion control inspection appears to be functioning.
Water Line - Construction Inspection Partial 8/12/2025 8/12/2025 08/12/2025
Misc
Informational
08/08/2025
07/09/25 Wednesday (Burnaugh Sup. Nate) Contractor installed 6" riser and 8' of PVC 6" water line @ building #5, & 20' of 2" poly domestic water. 07/31/25 Thursday (Burnaugh Sup. Nate) Contractor continued to install riser on building #2, 4 & 5 were completed and #3 was done today. 6" Pipe was extend out of the risers. 08/07/25 Thursday (Burnaugh Sup. Nate) Contractor installed riser on building #1, 6" pipe riser for building. Contractor worked on the installation of backflow vault 08/06 & 08/07. 08/08/25 Friday (Burnaugh Sup. Nate) Contractor installed 8"X8" cross after backflow & 8"X6" reducer to hydrant (headed East). 150' of 8" water main Line #1. 08/12/25 Tuesday (Burnaugh Sup. Nate) Contractor excavating bore pits on the North and South of the street for the bore.
Water Line - Construction Inspection Partial 8/13/2025 8/13/2025 08/13/2025
Misc
Informational
08/12/2025
07/09/25 Wednesday (Burnaugh Sup. Nate) Contractor installed 6" riser and 8' of PVC 6" water line @ building #5, & 20' of 2" poly domestic water. 07/31/25 Thursday (Burnaugh Sup. Nate) Contractor continued to install riser on building #2, 4 & 5 were completed and #3 was done today. 6" Pipe was extend out of the risers. 08/07/25 Thursday (Burnaugh Sup. Nate) Contractor installed riser on building #1, 6" pipe riser for building. Contractor worked on the installation of backflow vault 08/06 & 08/07. 08/08/25 Friday (Burnaugh Sup. Nate) Contractor installed 8"X8" cross after backflow & 8"X6" reducer to hydrant (headed East). 150' of 8" water main Line #1. 08/12/25 Tuesday (Burnaugh Sup. Nate) Contractor excavating bore pits on the North and South of the street for the bore. 08/13/25 Wednesday (Burnaugh Sup. Nate) Contractor was able to begin bore and start pushing water main under street crossing.
Water Line - Construction Inspection Partial 8/14/2025 8/14/2025 08/14/2025
Misc
Informational
08/13/2025
07/09/25 Wednesday (Burnaugh Sup. Nate) Contractor installed 6" riser and 8' of PVC 6" water line @ building #5, & 20' of 2" poly domestic water. 07/31/25 Thursday (Burnaugh Sup. Nate) Contractor continued to install riser on building #2, 4 & 5 were completed and #3 was done today. 6" Pipe was extend out of the risers. 08/07/25 Thursday (Burnaugh Sup. Nate) Contractor installed riser on building #1, 6" pipe riser for building. Contractor worked on the installation of backflow vault 08/06 & 08/07. 08/08/25 Friday (Burnaugh Sup. Nate) Contractor installed 8"X8" cross after backflow & 8"X6" reducer to hydrant (headed East). 150' of 8" water main Line #1. 08/12/25 Tuesday (Burnaugh Sup. Nate) Contractor excavating bore pits on the North and South of the street for the bore. 08/13/25 Wednesday (Burnaugh Sup. Nate) Contractor was able to begin bore and start pushing water main under street crossing. 08/14/25 Thursday (Burnaugh Sup. Nate) Contractor installed approximately 120' of 8" of PVC on private line and 30' of 6" for fire hydrants to be installed. Contractor also pre-assemble the valve cluster for the tie-in schedule for tomorrow.
Water Line - Construction Inspection Partial 8/15/2025 8/15/2025 08/15/2025
Misc
Informational
08/14/2025
07/09/25 Wednesday (Burnaugh Sup. Nate) Contractor installed 6" riser and 8' of PVC 6" water line @ building #5, & 20' of 2" poly domestic water. 07/31/25 Thursday (Burnaugh Sup. Nate) Contractor continued to install riser on building #2, 4 & 5 were completed and #3 was done today. 6" Pipe was extend out of the risers. 08/07/25 Thursday (Burnaugh Sup. Nate) Contractor installed riser on building #1, 6" pipe riser for building. Contractor worked on the installation of backflow vault 08/06 & 08/07. 08/08/25 Friday (Burnaugh Sup. Nate) Contractor installed 8"X8" cross after backflow & 8"X6" reducer to hydrant (headed East). 150' of 8" water main Line #1. 08/12/25 Tuesday (Burnaugh Sup. Nate) Contractor excavating bore pits on the North and South of the street for the bore. 08/13/25 Wednesday (Burnaugh Sup. Nate) Contractor was able to begin bore and start pushing water main under street crossing. 08/14/25 Thursday (Burnaugh Sup. Nate) Contractor installed approximately 120' of 8" of PVC on private line and 30' of 6" for fire hydrants to be installed. 08/15/25 Friday (Burnaugh Sup. Nate) Contractor installed the valve cluster 8"X8"X12" was installed during the tie-in two bends a 45 & 22 1/2 degree bend. Contractor used all threads from the valve to 45deg bends, and 45 deg bends to 22 1/2 deg bend.
Water Line - Construction Inspection Partial 8/18/2025 8/18/2025 08/18/2025
Misc
Informational
08/15/2025
07/09/25 Wednesday (Burnaugh Sup. Nate) Contractor installed 6" riser and 8' of PVC 6" water line @ building #5, & 20' of 2" poly domestic water. 07/31/25 Thursday (Burnaugh Sup. Nate) Contractor continued to install riser on building #2, 4 & 5 were completed and #3 was done today. 6" Pipe was extend out of the risers. 08/07/25 Thursday (Burnaugh Sup. Nate) Contractor installed riser on building #1, 6" pipe riser for building. Contractor worked on the installation of backflow vault 08/06 & 08/07. 08/08/25 Friday (Burnaugh Sup. Nate) Contractor installed 8"X8" cross after backflow & 8"X6" reducer to hydrant (headed East). 150' of 8" water main Line #1. 08/12/25 Tuesday (Burnaugh Sup. Nate) Contractor excavating bore pits on the North and South of the street for the bore. 08/13/25 Wednesday (Burnaugh Sup. Nate) Contractor was able to begin bore and start pushing water main under street crossing. 08/14/25 Thursday (Burnaugh Sup. Nate) Contractor installed approximately 120' of 8" of PVC on private line and 30' of 6" for fire hydrants to be installed. 08/15/25 Friday (Burnaugh Sup. Nate) Contractor installed the valve cluster 8"X8"X12" was installed during the tie-in two bends a 45 & 22 1/2 degree bend. Contractor used all threads from the valve to 45deg bends, and 45 deg bends to 22 1/2 deg bend. 08/18/25 Monday (Burnaugh Sup. Nate) Contractor installed 180' of 8", connected to riser on building #4 and set hydrant.
Underground Electrical Inspection - Commercial Partial 7/7/2025 8/19/2025 08/19/2025
Misc
Informational
08/19/2025
Conduit trench ok to fill across lot tying buildings 3,4,5 to 1&2
Underground Electrical Inspection - Commercial Partial 8/20/2025 8/20/2025 08/20/2025
Misc
Informational
08/19/2025
Conduit trench ok to fill across lot tying buildings 3,4,5 to 1&2 Conduit trench ok to fill that connects service between buildings 3&4 Conduit ok to cover that feeds between light poles in front of building 2
Water Line - Construction Inspection Partial 08/20/2025
Misc
Informational
08/18/2025
07/09/25 Wednesday (Burnaugh Sup. Nate) Contractor installed 6" riser and 8' of PVC 6" water line @ building #5, & 20' of 2" poly domestic water. 07/31/25 Thursday (Burnaugh Sup. Nate) Contractor continued to install riser on building #2, 4 & 5 were completed and #3 was done today. 6" Pipe was extend out of the risers. 08/07/25 Thursday (Burnaugh Sup. Nate) Contractor installed riser on building #1, 6" pipe riser for building. Contractor worked on the installation of backflow vault 08/06 & 08/07. 08/08/25 Friday (Burnaugh Sup. Nate) Contractor installed 8"X8" cross after backflow & 8"X6" reducer to hydrant (headed East). 150' of 8" water main Line #1. 08/12/25 Tuesday (Burnaugh Sup. Nate) Contractor excavating bore pits on the North and South of the street for the bore. 08/13/25 Wednesday (Burnaugh Sup. Nate) Contractor was able to begin bore and start pushing water main under street crossing. 08/14/25 Thursday (Burnaugh Sup. Nate) Contractor installed approximately 120' of 8" of PVC on private line and 30' of 6" for fire hydrants to be installed. 08/15/25 Friday (Burnaugh Sup. Nate) Contractor installed the valve cluster 8"X8"X12" was installed during the tie-in two bends a 45 & 22 1/2 degree bend. Contractor used all threads from the valve to 45deg bends, and 45 deg bends to 22 1/2 deg bend. 08/18/25 Monday (Burnaugh Sup. Nate) Contractor installed 180' of 8", connected to riser on building #4 and set hydrant. 08/20/25 Wednesday (Burnaugh Sup. Nate) Contractor continued the installation of 8" private main and 6" riser. (Contractor did not work yesterday.)
Water Line - Construction Inspection Partial 8/21/2025 8/21/2025 08/21/2025
Misc
Informational
08/20/2025
07/09/25 Wednesday (Burnaugh Sup. Nate) Contractor installed 6" riser and 8' of PVC 6" water line @ building #5, & 20' of 2" poly domestic water. 07/31/25 Thursday (Burnaugh Sup. Nate) Contractor continued to install riser on building #2, 4 & 5 were completed and #3 was done today. 6" Pipe was extend out of the risers. 08/07/25 Thursday (Burnaugh Sup. Nate) Contractor installed riser on building #1, 6" pipe riser for building. Contractor worked on the installation of backflow vault 08/06 & 08/07. 08/08/25 Friday (Burnaugh Sup. Nate) Contractor installed 8"X8" cross after backflow & 8"X6" reducer to hydrant (headed East). 150' of 8" water main Line #1. 08/12/25 Tuesday (Burnaugh Sup. Nate) Contractor excavating bore pits on the North and South of the street for the bore. 08/13/25 Wednesday (Burnaugh Sup. Nate) Contractor was able to begin bore and start pushing water main under street crossing. 08/14/25 Thursday (Burnaugh Sup. Nate) Contractor installed approximately 120' of 8" of PVC on private line and 30' of 6" for fire hydrants to be installed. 08/15/25 Friday (Burnaugh Sup. Nate) Contractor installed the valve cluster 8"X8"X12" was installed during the tie-in two bends a 45 & 22 1/2 degree bend. Contractor used all threads from the valve to 45deg bends, and 45 deg bends to 22 1/2 deg bend. 08/18/25 Monday (Burnaugh Sup. Nate) Contractor installed 180' of 8", connected to riser on building #4 and set hydrant. 08/20/25 Wednesday (Burnaugh Sup. Nate) Contractor continued the installation of 8" private main and 6" riser. (Contractor did not work yesterday.) 08/21/25 Thursday (Burnaugh Sup. Nate) Contractor continued to installation of 100' of 8" private main and 10' of 6" and a hydrant.
Water Line - Construction Inspection Partial 8/22/2025 8/22/2025 08/22/2025
Misc
Informational
08/21/2025
07/09/25 Wednesday (Burnaugh Sup. Nate) Contractor installed 6" riser and 8' of PVC 6" water line @ building #5, & 20' of 2" poly domestic water. 07/31/25 Thursday (Burnaugh Sup. Nate) Contractor continued to install riser on building #2, 4 & 5 were completed and #3 was done today. 6" Pipe was extend out of the risers. 08/07/25 Thursday (Burnaugh Sup. Nate) Contractor installed riser on building #1, 6" pipe riser for building. Contractor worked on the installation of backflow vault 08/06 & 08/07. 08/08/25 Friday (Burnaugh Sup. Nate) Contractor installed 8"X8" cross after backflow & 8"X6" reducer to hydrant (headed East). 150' of 8" water main Line #1. 08/12/25 Tuesday (Burnaugh Sup. Nate) Contractor excavating bore pits on the North and South of the street for the bore. 08/13/25 Wednesday (Burnaugh Sup. Nate) Contractor was able to begin bore and start pushing water main under street crossing. 08/14/25 Thursday (Burnaugh Sup. Nate) Contractor installed approximately 120' of 8" of PVC on private line and 30' of 6" for fire hydrants to be installed. 08/15/25 Friday (Burnaugh Sup. Nate) Contractor installed the valve cluster 8"X8"X12" was installed during the tie-in two bends a 45 & 22 1/2 degree bend. Contractor used all threads from the valve to 45deg bends, and 45 deg bends to 22 1/2 deg bend. 08/18/25 Monday (Burnaugh Sup. Nate) Contractor installed 180' of 8", connected to riser on building #4 and set hydrant. 08/20/25 Wednesday (Burnaugh Sup. Nate) Contractor continued the installation of 8" private main and 6" riser. (Contractor did not work yesterday.) 08/21/25 Thursday (Burnaugh Sup. Nate) Contractor continued to installation of 100' of 8" private main and 10' of 6" and a hydrant. 08/22/25 Friday (Burnaugh Sup. Nate) Contractor poured backing, straddle blocks & backfilled excavation.
Water Line - Construction Inspection Partial 8/25/2025 8/25/2025 08/25/2025
Misc
Informational
08/22/2025
07/09/25 Wednesday (Burnaugh Sup. Nate) Contractor installed 6" riser and 8' of PVC 6" water line @ building #5, & 20' of 2" poly domestic water. 07/31/25 Thursday (Burnaugh Sup. Nate) Contractor continued to install riser on building #2, 4 & 5 were completed and #3 was done today. 6" Pipe was extend out of the risers. 08/07/25 Thursday (Burnaugh Sup. Nate) Contractor installed riser on building #1, 6" pipe riser for building. Contractor worked on the installation of backflow vault 08/06 & 08/07. 08/08/25 Friday (Burnaugh Sup. Nate) Contractor installed 8"X8" cross after backflow & 8"X6" reducer to hydrant (headed East). 150' of 8" water main Line #1. 08/12/25 Tuesday (Burnaugh Sup. Nate) Contractor excavating bore pits on the North and South of the street for the bore. 08/13/25 Wednesday (Burnaugh Sup. Nate) Contractor was able to begin bore and start pushing water main under street crossing. 08/14/25 Thursday (Burnaugh Sup. Nate) Contractor installed approximately 120' of 8" of PVC on private line and 30' of 6" for fire hydrants to be installed. 08/15/25 Friday (Burnaugh Sup. Nate) Contractor installed the valve cluster 8"X8"X12" was installed during the tie-in two bends a 45 & 22 1/2 degree bend. Contractor used all threads from the valve to 45deg bends, and 45 deg bends to 22 1/2 deg bend. 08/18/25 Monday (Burnaugh Sup. Nate) Contractor installed 180' of 8", connected to riser on building #4 and set hydrant. 08/20/25 Wednesday (Burnaugh Sup. Nate) Contractor continued the installation of 8" private main and 6" riser. (Contractor did not work yesterday.) 08/21/25 Thursday (Burnaugh Sup. Nate) Contractor continued to installation of 100' of 8" private main and 10' of 6" and a hydrant. 08/22/25 Friday (Burnaugh Sup. Nate) Contractor poured backing, straddle blocks & backfilled excavation. 08/25/25 Monday (Burnaugh Sup. Nate) Contractor De-chlorinate water line from the tie-in to backflow.
Water Line - Construction Inspection Partial 8/25/2025 8/25/2025 08/25/2025
Misc
Informational
08/25/2025
07/09/25 Wednesday (Burnaugh Sup. Nate) Contractor installed 6" riser and 8' of PVC 6" water line @ building #5, & 20' of 2" poly domestic water. 07/31/25 Thursday (Burnaugh Sup. Nate) Contractor continued to install riser on building #2, 4 & 5 were completed and #3 was done today. 6" Pipe was extend out of the risers. 08/07/25 Thursday (Burnaugh Sup. Nate) Contractor installed riser on building #1, 6" pipe riser for building. Contractor worked on the installation of backflow vault 08/06 & 08/07. 08/08/25 Friday (Burnaugh Sup. Nate) Contractor installed 8"X8" cross after backflow & 8"X6" reducer to hydrant (headed East). 150' of 8" water main Line #1. 08/12/25 Tuesday (Burnaugh Sup. Nate) Contractor excavating bore pits on the North and South of the street for the bore. 08/13/25 Wednesday (Burnaugh Sup. Nate) Contractor was able to begin bore and start pushing water main under street crossing. 08/14/25 Thursday (Burnaugh Sup. Nate) Contractor installed approximately 120' of 8" of PVC on private line and 30' of 6" for fire hydrants to be installed. 08/15/25 Friday (Burnaugh Sup. Nate) Contractor installed the valve cluster 8"X8"X12" was installed during the tie-in two bends a 45 & 22 1/2 degree bend. Contractor used all threads from the valve to 45deg bends, and 45 deg bends to 22 1/2 deg bend. 08/18/25 Monday (Burnaugh Sup. Nate) Contractor installed 180' of 8", connected to riser on building #4 and set hydrant. 08/20/25 Wednesday (Burnaugh Sup. Nate) Contractor continued the installation of 8" private main and 6" riser. (Contractor did not work yesterday.) 08/21/25 Thursday (Burnaugh Sup. Nate) Contractor continued to installation of 100' of 8" private main and 10' of 6" and a hydrant. 08/22/25 Friday (Burnaugh Sup. Nate) Contractor poured backing, straddle blocks & backfilled excavation. 08/25/25 Monday (Burnaugh Sup. Nate) Contractor De-chlorinate water line from the tie-in to backflow. Contractor installed approximately 280' of 8" on 08/23/25 Saturday and 200' of 8" private fire line. Also contractor installed a total of 500' of 2" domestic poly today and Saturday. Concrete for bends and fitting should poured tomorrow.
Underground Electrical Inspection - Commercial Partial 8/26/2025 8/26/2025 08/26/2025
Misc
Informational
08/20/2025
Conduit trench ok to fill across lot tying buildings 3,4,5 to 1&2 Conduit trench ok to fill that connects service between buildings 3&4 Conduit ok to cover that feeds between light poles in front of building 2; conduits to 6 light poles at south&west side of building 1 and conduits to 2 light poles at east side of building 2
Water Line - Construction Inspection Partial 8/26/2025 8/26/2025 08/26/2025
Misc
Informational
08/25/2025
07/09/25 Wednesday (Burnaugh Sup. Nate) Contractor installed 6" riser and 8' of PVC 6" water line @ building #5, & 20' of 2" poly domestic water. 07/31/25 Thursday (Burnaugh Sup. Nate) Contractor continued to install riser on building #2, 4 & 5 were completed and #3 was done today. 6" Pipe was extend out of the risers. 08/07/25 Thursday (Burnaugh Sup. Nate) Contractor installed riser on building #1, 6" pipe riser for building. Contractor worked on the installation of backflow vault 08/06 & 08/07. 08/08/25 Friday (Burnaugh Sup. Nate) Contractor installed 8"X8" cross after backflow & 8"X6" reducer to hydrant (headed East). 150' of 8" water main Line #1. 08/12/25 Tuesday (Burnaugh Sup. Nate) Contractor excavating bore pits on the North and South of the street for the bore. 08/13/25 Wednesday (Burnaugh Sup. Nate) Contractor was able to begin bore and start pushing water main under street crossing. 08/14/25 Thursday (Burnaugh Sup. Nate) Contractor installed approximately 120' of 8" of PVC on private line and 30' of 6" for fire hydrants to be installed. 08/15/25 Friday (Burnaugh Sup. Nate) Contractor installed the valve cluster 8"X8"X12" was installed during the tie-in two bends a 45 & 22 1/2 degree bend. Contractor used all threads from the valve to 45deg bends, and 45 deg bends to 22 1/2 deg bend. 08/18/25 Monday (Burnaugh Sup. Nate) Contractor installed 180' of 8", connected to riser on building #4 and set hydrant. 08/20/25 Wednesday (Burnaugh Sup. Nate) Contractor continued the installation of 8" private main and 6" riser. (Contractor did not work yesterday.) 08/21/25 Thursday (Burnaugh Sup. Nate) Contractor continued to installation of 100' of 8" private main and 10' of 6" and a hydrant. 08/22/25 Friday (Burnaugh Sup. Nate) Contractor poured backing, straddle blocks & backfilled excavation. 08/25/25 Monday (Burnaugh Sup. Nate) Contractor De-chlorinate water line from the tie-in to backflow. Contractor installed approximately 280' of 8" on 08/23/25 Saturday and 200' of 8" private fire line. Also contractor installed a total of 500' of 2" domestic poly today and Saturday. Concrete for bends and fitting should poured tomorrow. 08/26/25 Tuesday (Burnaugh Sup. Nate) Contractor poured backing block behind fittings on private fire line.
Sidewalk Inspection Partial 8/26/2025 8/26/2025 08/26/2025
Misc
Informational
08/26/2025
08/26/25 Tuesday JMJ (Burnaugh Construction) Contractor set forms and materials to reconstruct sidewalk that was removed for tie-in for project to backflow.
Sidewalk Inspection Partial 08/27/2025
Misc
Informational
08/26/2025
08/26/25 Tuesday JMJ (Burnaugh Construction) Contractor set forms and materials to reconstruct sidewalk that was removed for tie-in for project to backflow. 08/27/25 Wednesday JMJ (Burnaugh Construction) Contractor poured sidewalk around 12:30PM.
Water Line - Hydrostatic Test Passed 8/27/2025 8/27/2025 08/27/2025
Misc
Informational
08/27/2025
08/27/25 Wednesday (Gen. Level, Sub. Burnaugh Construction) Hydrostatic test passed 2hr test @ 200psi around 1:30PM.
Underground Electrical Inspection - Commercial Partial 8/27/2025 8/27/2025 08/27/2025
Misc
Informational
08/26/2025
Conduit trench ok to fill across lot tying buildings 3,4,5 to 1&2 Conduit trench ok to fill that connects service between buildings 3&4 Conduit ok to cover that feeds between light poles in front of building 2; conduits to 6 light poles at south&west side of building 1 and conduits to 2 light poles at east side of building 2 : 2” conduit connecting north end of building 4 to east end of building 5 :1 1/2” conduit from building 4 to light poles between buildings 4&5
Underground Electrical Inspection - Commercial Partial 8/28/2025 8/28/2025 08/28/2025
Misc
Informational
08/27/2025
Conduit trench ok to fill across lot tying buildings 3,4,5 to 1&2 Conduit trench ok to fill that connects service between buildings 3&4 Conduit ok to cover that feeds between light poles in front of building 2; conduits to 6 light poles at south&west side of building 1 and conduits to 2 light poles at east side of building 2 : 2” conduit connecting north end of building 4 to east end of building 5 :1 1/2” conduit from building 4 to light poles between buildings 4&5
Underground Electrical Inspection - Commercial Partial 8/29/2025 8/29/2025 08/29/2025
Misc
Informational
08/28/2025
Conduit trench ok to fill across lot tying buildings 3,4,5 to 1&2 Conduit trench ok to fill that connects service between buildings 3&4 Conduit ok to cover that feeds between light poles in front of building 2; conduits to 6 light poles at south&west side of building 1 and conduits to 2 light poles at east side of building 2 : 2” conduit connecting north end of building 4 to east end of building 5 :1 1/2” conduit from building 4 to light poles between buildings 4&5 -1/2” conduit for light poles ran roughly 40’ from NE side of building 5
Water Line - Coliform Test 1 Passed 09/02/2025
Misc
Informational
09/02/2025
09/02/25 Tuesday JMJ (Burnaugh Construction) First sample passed last week.
Water Line - Coliform Test 2 Passed 9/2/2025 9/2/2025 09/02/2025
Misc
Informational
09/02/2025
09/02/25 Tuesday JMJ Second sample passed.
Erosion Control Inspection Partial 9/3/2025 9/3/2025 09/03/2025
Misc
Informational
08/12/2025
06/13/25 Friday JMJ (Level) Talked to contractor about cleaning up Main St. & Sycamore from soil being track-out into the street. 07/03/25 Thursday JMJ (Level) Talked with contractor about keeping the street clean Bash Excavating is removing soil. 07/17/25 Friday JMJ (Level) Contractor needs to repair silt fencing, clean adjacent streets, and trim vegetation around project. 08/12/25 Tuesday JMJ (Level) Erosion control inspection appears to be functioning. 09/03/25 Wednesday JMJ (Level) Contractor needs to reestablish silt fencing Northside of project.
Underground Electrical Inspection - Commercial Partial 9/3/2025 9/3/2025 09/03/2025
Misc
Informational
08/29/2025
Conduit trench ok to fill across lot tying buildings 3,4,5 to 1&2 Conduit trench ok to fill that connects service between buildings 3&4 Conduit ok to cover that feeds between light poles in front of building 2; conduits to 6 light poles at south&west side of building 1 and conduits to 2 light poles at east side of building 2 : 2” conduit connecting north end of building 4 to east end of building 5 :1 1/2” conduit from building 4 to light poles between buildings 4&5 -1/2” conduit for light poles ran roughly 40’ from NE side of building 5 -Conduit from north of building 3 west to (3) light poles
Storm Sewer Construction Inspection Partial 7/31/2025 7/31/2025 09/05/2025
Misc
Informational
07/16/2025
07/02/25 Wednesday JMJ (Burnaugh / Sup. Nate) Contractor installed approximately 220' of 15" HDPE online #5 and structure 5-1 & 5-2. (Storm line #1 is installed completely somehow the past inspection have been lost or incorrectly saved. Inspector will search other project to see if the inspection can be recovered.) Contractor plans to install line #7 branches off from structure 5-1. 07/02/25 Thursday JMJ (Burnaugh / Sup. Nate) Contractor will install line#7 15" HDPE approximately 60' and install storm structure 7-1. Contractor will backfill excavation for the week and leave around 10:30AM. 07/07/25 Monday JMJ (Burnaugh / Sup. Nate) Contractor plans to install approximately 100' of 15" HDPE storm pipe on storm line #3 to storm structure 3-2. Contractor was stacking out structure 1-4 storm line #1. 07/08/25 Tuesday JMJ (Burnaugh / Sup. Nate) Contractor poured collars and invert on lines 5 & 7, and the collars for storm structure 4-1. Storm Structure 1-1 was stack-out. 07/09/25 Wednesday JMJ (Burnaugh / Sup. Nate) Contractor installed approximately 220' of 15" HDPE from structure 3-1 to 3-2. 07/11/25 Friday JMJ (Burnaugh / Sup. Nate) Contractor completed the 18" HDPE from storm structure 4-1 to 4-2 approximately 120' & 103' from storm structure 4-2 to 4-3 on 07/10/25. Today 86' of 15" HDPE storm pipe from 4-3 to 4-4. Contractor was able to pour collars and inverts on this weeks newly installed storm structure. Talking with contractor about storm structure 4-5 this was removed on the update project plans. 07/15/25 Tuesday JMJ (Burnaugh/ Sup. Nate) Contractor installed approximately 86' of the 116' on Line #6 of 15" HDPE and set the base of structure 6-1. Excavation was rocked and partially backfilled. 07/16/25 Wednesday JMJ (Burrnaugh / Sup. Nate) Finished the installation of storm line #6. 09/03/25 Wednesday JMJ (Burnaugh / Sup. Nate) Contractor finished install of underground roof drain storm system on site.
Underground Electrical Inspection - Commercial Partial 9/5/2025 (P.M.) 9/5/2025 09/05/2025
Misc
Informational
09/03/2025
Conduit trench ok to fill across lot tying buildings 3,4,5 to 1&2 Conduit trench ok to fill that connects service between buildings 3&4 Conduit ok to cover that feeds between light poles in front of building 2; conduits to 6 light poles at south&west side of building 1 and conduits to 2 light poles at east side of building 2 : 2” conduit connecting north end of building 4 to east end of building 5 :1 1/2” conduit from building 4 to light poles between buildings 4&5 -1/2” conduit for light poles ran roughly 40’ from NE side of building 5 -Conduit from north of building 3 west to (3) light poles -Conduit with fire alarm between 1 and 2 building are good to backfill
Underground Electrical Inspection - Commercial Partial 9/8/2025 9/8/2025 09/08/2025
Misc
Informational
09/05/2025
Conduit trench ok to fill across lot tying buildings 3,4,5 to 1&2 Conduit trench ok to fill that connects service between buildings 3&4 Conduit ok to cover that feeds between light poles in front of building 2; conduits to 6 light poles at south&west side of building 1 and conduits to 2 light poles at east side of building 2 : 2” conduit connecting north end of building 4 to east end of building 5 :1 1/2” conduit from building 4 to light poles between buildings 4&5 -1/2” conduit for light poles ran roughly 40’ from NE side of building 5 -Conduit from north of building 3 west to (3) light poles -Conduit with fire alarm between 1 and 2 building are good to backfill -conduit for building 3 is good -conduit for building 2 is good -conduit for 2 garages and trash in closure for building 5
Grading/Excavation/Fill Inspection Partial 9/16/2025 9/16/2025 09/16/2025
Misc
Informational
09/16/2025
09/16/25 Tuesday JMJ (Bash Excavating) Contractor started the installing geo-grid (BX1200-150 X 246).
Erosion Control Inspection Partial 09/24/2025
Misc
Informational
09/03/2025
06/13/25 Friday JMJ (Level) Talked to contractor about cleaning up Main St. & Sycamore from soil being track-out into the street. 07/03/25 Thursday JMJ (Level) Talked with contractor about keeping the street clean Bash Excavating is removing soil. 07/17/25 Friday JMJ (Level) Contractor needs to repair silt fencing, clean adjacent streets, and trim vegetation around project. 08/12/25 Tuesday JMJ (Level) Erosion control inspection appears to be functioning. 09/03/25 Wednesday JMJ (Level) Contractor needs to reestablish silt fencing Northside of project.
Erosion Control Inspection Partial 9/24/2025 9/24/2025 09/24/2025
Misc
Informational
09/24/2025
06/13/25 Friday JMJ (Level) Talked to contractor about cleaning up Main St. & Sycamore from soil being track-out into the street. 07/03/25 Thursday JMJ (Level) Talked with contractor about keeping the street clean Bash Excavating is removing soil. 07/17/25 Friday JMJ (Level) Contractor needs to repair silt fencing, clean adjacent streets, and trim vegetation around project. 08/12/25 Tuesday JMJ (Level) Erosion control inspection appears to be functioning. 09/03/25 Wednesday JMJ (Level) Contractor needs to reestablish silt fencing Northside of project. 09/24/25 Wednesday JMJ(Level-Shane) Contractor needs to reestablish silt fencing and clean adjacent street of silt erosion on street.
Pavement-Curb Construction Partial 9/30/2025 9/30/2025 09/30/2025
Misc
Informational
09/30/2025
09/30/25 Tuesday JMJ (Level Builders) Contractor has installed approximately 96% of the curbs. The curbs were not inspected it appears that curb installation began Thursday or Friday of last week ( Inspector will confirm with contractor when curbs were poured). Contractor did use white cure on installed curbs.
Underground Electrical Inspection - Commercial Partial 10/2/2025 10/2/2025 10/02/2025
Misc
Informational
09/08/2025
Conduit trench ok to fill across lot tying buildings 3,4,5 to 1&2 Conduit trench ok to fill that connects service between buildings 3&4 Conduit ok to cover that feeds between light poles in front of building 2; conduits to 6 light poles at south&west side of building 1 and conduits to 2 light poles at east side of building 2 : 2” conduit connecting north end of building 4 to east end of building 5 :1 1/2” conduit from building 4 to light poles between buildings 4&5 -1/2” conduit for light poles ran roughly 40’ from NE side of building 5 -Conduit from north of building 3 west to (3) light poles -Conduit with fire alarm between 1 and 2 building are good to backfill -conduit for building 3 is good -conduit for building 2 is good -conduit for 2 garages and trash in closure for building 5 -Conduit from garages 6 and 7 to building 5
Pavement-Surface Partial 10/2/2025 10/2/2025 10/02/2025
Misc
Informational
10/02/2025
10/02/25 Thursday JMJ (Level) Contractor installed material and and various rebar support system as-per project plans. Two of the five vehicle multi-ports were complete. Contractor will be pouring apron tomorrow around 9:00AM.
Pavement-Surface Partial 10/03/2025
Misc
Informational
10/02/2025
10/02/25 Thursday JMJ (Gen. Level) Contractor installed material and and various rebar support system as-per project plans. Two of the five vehicle multi-ports were complete. Contractor will be pouring apron tomorrow around 9:00AM. 10/03/25 Friday JMJ (Gen. Level) Contractor poured a pavement-surface outside the five vehicle multi-ports poured.
Pavement-Surface Partial 10/7/2025 10/7/2025 10/08/2025
Misc
Informational
10/03/2025
10/02/25 Thursday JMJ (Gen. Level) Contractor installed material and and various rebar support system as-per project plans. Two of the five vehicle multi-ports were complete. Contractor will be pouring apron tomorrow around 9:00AM. 10/03/25 Friday JMJ (Gen. Level) Contractor poured a pavement-surface outside the five vehicle multi-ports poured. 10/07/25 Tuesday JMJ (Gen. Level) Contractor poured pavement-surface outside the five vehicle on the Eastside of project near the Northeast entrance 10/06/25 Monday. Contractor poured the approach at the Northwest entrance off NW Sloan Street.
Pavement-Surface Partial 10/08/2025
Misc
Informational
10/08/2025
10/02/25 Thursday JMJ (Gen. Level) Contractor installed material and and various rebar support system as-per project plans. Two of the five vehicle multi-ports were complete. Contractor will be pouring apron tomorrow around 9:00AM. 10/03/25 Friday JMJ (Gen. Level) Contractor poured a pavement-surface outside the five vehicle multi-ports poured. 10/07/25 Tuesday JMJ (Gen. Level) Contractor poured pavement-surface outside the five vehicle on the Eastside of project near the Northeast entrance 10/06/25 Monday. Contractor poured the approach at the Northwest entrance off NW Sloan Street.
Pavement-Surface Partial 10/9/2025 10/9/2025 10/09/2025
Misc
Informational
10/08/2025
10/02/25 Thursday JMJ (Gen. Level) Contractor installed material and and various rebar support system as-per project plans. Two of the five vehicle multi-ports were complete. Contractor will be pouring apron tomorrow around 9:00AM. 10/03/25 Friday JMJ (Gen. Level) Contractor poured a pavement-surface outside the five vehicle multi-ports poured. 10/07/25 Tuesday JMJ (Gen. Level) Contractor poured pavement-surface outside the five vehicle on the Eastside of project near the Northeast entrance 10/06/25 Monday. Contractor poured the approach at the Northwest entrance off NW Sloan Street. 10/08/25 Wednesday (Gen. Level) Concrete started to poured the Northeast entrance.
Pavement-Surface Partial 10/9/2025 10/9/2025 10/09/2025
Misc
Informational
10/09/2025
10/02/25 Thursday JMJ (Gen. Level) Contractor installed material and and various rebar support system as-per project plans. Two of the five vehicle multi-ports were complete. Contractor will be pouring apron tomorrow around 9:00AM. 10/03/25 Friday JMJ (Gen. Level) Contractor poured a pavement-surface outside the five vehicle multi-ports poured. 10/07/25 Tuesday JMJ (Gen. Level) Contractor poured pavement-surface outside the five vehicle on the Eastside of project near the Northeast entrance 10/06/25 Monday. Contractor poured the approach at the Northwest entrance off NW Sloan Street. 10/08/25 Wednesday (Gen. Level, Sub Bash Construction) Proof roll passed for pavement-surface. 10/09/25 Thursday (Gen. Level, Sub. AS Asphaltic Sufaces) Contractor laid asphalt in the parking lot using KCMMB type 2 base asphalt.
Detention Basin Partial 10/17/2025 10/17/2025 10/17/2025
Misc
Informational
10/17/2025
10/17/25 Friday JMJ (Gen. Level, Sub Bash Excavating) Contractor started to cleaning out the existing basin at the start of the week.
Documents & Images
Date Uploaded File Type Document Name
09/03/2024 Application Form APPLICATION
09/05/2024 Plans 24 0902 - Haven at DS Permit Set
09/05/2024 Engineer Report/Study 24 0902 - Haven at DS Geotech Report
09/05/2024 Engineer Report/Study 24 0902 - Haven at DS Struct Calcs
09/05/2024 Specifications 24 0902 - Haven at DS Specifications
09/05/2024 Email CPTED info from PD
09/16/2024 Letter License Tax Bill
09/17/2024 Letter DS P/R Corrections Document
09/30/2024 Letter 24 0927 - Haven at DS Code Modification Request
09/30/2024 Letter 24 0927 - Haven at DS Comment Response Letter
09/30/2024 Plans 24 0927 - Haven at DS Permit Set_REV 1
09/30/2024 Specifications 24 0927 - Haven at DS Specifications_REV 1
09/30/2024 Code Mod Request Approved Code Modification Request
10/08/2024 Letter DS P/R Corrections Document
10/22/2024 Plans 24 1021 - Haven at DS Permit Set
10/22/2024 Letter 24 1021 - Douglas Station City Comment Responses
10/29/2024 Approved Plans Approved construction plans
11/05/2024 3rd Party Permit/Approval SI Intent Letter
02/10/2025 Plans Sealed - Douglas Station Fire Alarm Plans
02/24/2025 Letter Fire (Alarm) Plan Review Notice
03/07/2025 Plans Sealed - Douglas Station Fire Alarm Plans - Revised - Clouded
03/13/2025 Plans Sealed - Douglas Station Fire Alarm Plans - Revised - Clouded_RFC
03/13/2025 Letter Fire (Alarm) Plan Review Notice
03/26/2025 Approved Plans APPROVED HAVEN MASS GRADING AND EROSION CONTROL_REV 0_PL2023213
03/28/2025 Receipt Receipt for transaction:2025-001884
03/31/2025 Permit DS Building Permit
03/31/2025 Activity Document THE HAVEN INFRASTRUCTURE FEE SHEET
04/07/2025 Approved Plans APPROVED THE HAVEN FDP SET_REV 0_PL2023213
04/15/2025 Receipt Receipt for transaction: 2025-002334
04/16/2025 Letter DS Building Permit
05/13/2025 Plans M3554-DouglasStation-2025_05_05 - Sealed - Signed - Flat
05/13/2025 Engineer Report/Study M3554-DouglasStation-Calc-All-2025_05_05 - Sealed - Signed - Flat
05/22/2025 M3554-DouglasStation-2025_05_05 - Sealed - Signed - Flat RFC
05/22/2025 Letter Fire (Sprinkler) Plan Review
06/13/2025 Letter INSPECTION SUMMARY
06/13/2025 Letter INSPECTION SUMMARY
06/16/2025 Letter INSPECTION SUMMARY
06/17/2025 Letter INSPECTION SUMMARY
06/17/2025 Letter INSPECTION SUMMARY
06/17/2025 Letter INSPECTION SUMMARY
06/23/2025 Letter INSPECTION SUMMARY
06/23/2025 Letter INSPECTION SUMMARY
06/24/2025 Letter INSPECTION SUMMARY
06/24/2025 Letter INSPECTION SUMMARY
06/25/2025 Letter INSPECTION SUMMARY
06/25/2025 Letter INSPECTION SUMMARY
06/26/2025 Letter INSPECTION SUMMARY
06/26/2025 Letter INSPECTION SUMMARY
06/27/2025 Letter INSPECTION SUMMARY
06/27/2025 Letter INSPECTION SUMMARY
06/27/2025 Letter INSPECTION SUMMARY
07/01/2025 Letter INSPECTION SUMMARY
07/01/2025 Letter INSPECTION SUMMARY
07/01/2025 Letter INSPECTION SUMMARY
07/02/2025 Letter INSPECTION SUMMARY
07/03/2025 Letter INSPECTION SUMMARY
07/03/2025 Letter INSPECTION SUMMARY
07/03/2025 Approved Plans Approved Elec Svc
07/07/2025 Letter INSPECTION SUMMARY
07/07/2025 Letter INSPECTION SUMMARY
07/08/2025 Letter INSPECTION SUMMARY
07/09/2025 Letter INSPECTION SUMMARY
07/09/2025 Letter INSPECTION SUMMARY
07/10/2025 Letter INSPECTION SUMMARY
07/10/2025 Letter INSPECTION SUMMARY
07/11/2025 Letter INSPECTION SUMMARY
07/11/2025 Letter INSPECTION SUMMARY
07/11/2025 Letter INSPECTION SUMMARY
07/15/2025 Letter INSPECTION SUMMARY
07/15/2025 Letter INSPECTION SUMMARY
07/15/2025 Letter INSPECTION SUMMARY
07/16/2025 Letter INSPECTION SUMMARY
07/16/2025 Letter INSPECTION SUMMARY
07/18/2025 Letter INSPECTION SUMMARY
07/24/2025 Letter INSPECTION SUMMARY
07/24/2025 Letter INSPECTION SUMMARY
07/24/2025 Letter INSPECTION SUMMARY
07/29/2025 Letter INSPECTION SUMMARY
07/30/2025 Letter INSPECTION SUMMARY
07/31/2025 Letter INSPECTION SUMMARY
08/04/2025 Letter INSPECTION SUMMARY
08/04/2025 Letter INSPECTION SUMMARY
08/06/2025 Letter INSPECTION SUMMARY
08/07/2025 Letter INSPECTION SUMMARY
08/07/2025 Letter INSPECTION SUMMARY
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