Permit Application Status

PRSITE20191668


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Summary


PRSITE20191668
Development - Site
Final Acceptance
CITY OF LEES SUMMIT
DEVELOPMENT COMPLETE
SUMMIT WAVES SITE DEVELOPMENT PERMIT
06/25/2019
11/30/2020
11/30/2020
Locations
Contacts
CITY OF LEES SUMMIT, Address:PO BOX 1600  
B DEAN CONSTRUCTION LLC, Address:2401 SW US HIGHWAY 40 STE B, Phone:(816) 795-3733  
Reviews
Review Type Outcome Est. Completion Date Completed
Licensed Contractors Approved 06/25/2019 11/30/2020
Steve Robbins
Fees
Paid Fees Amount Paid Owing Date Paid
9110073-Right of Way Permit Fee $80.00 $80.00 Paid 06/25/2019
91100C8-Sanitary Sewer Insp Fees $825.00 $825.00 Paid 06/25/2019
91100C9-Water Insp Fee $1,339.50 $1,339.50 Paid 06/25/2019
9110072-Water Test Fee $200.00 $200.00 Paid 06/25/2019
9110068-Storm Fee $5,492.07 $5,492.07 Paid 06/25/2019
9110081-Paved Surface Inspection Fee $1,222.41 $1,222.41 Paid 06/25/2019
9110071-Site Grading Fee $1,500.00 $1,500.00 Paid 06/25/2019
8331401-Water Tap Fee $34,101.00 $34,101.00 Paid 06/25/2019
8350015-Water Meter Fee $4,663.53 $4,663.53 Paid 06/25/2019
Outstanding Fees Amount Paid Owing Date Paid
No outstanding fees.
Totals: $49,423.51 $49,423.51 $0.00


$0.00
Inspections
Inspection Outcome Requested Scheduled Date Inspected
Erosion Control Inspection Passed 10/22/2019
Misc
Informational
10/22/2019
SEPTEMBER 17, 2019 Heartland Heavy Crew set up erosion control and construction entrance.
Grading/Excavation/Fill Inspection Partial 10/22/2019
Misc
Informational
10/22/2019
SEPTEMBER 17, 2019 Heartland Heavy Crews are clearing and grubbing site where pool is going to be installed.
Grading/Excavation/Fill Inspection Partial 10/22/2019
Misc
Informational
10/22/2019
SEPTEMBER 17, 2019 Heartland Heavy Crews are clearing and grubbing site where pool is going to be installed.
Misc
Informational
10/22/2019
SEPTEMBER 20, 2019 Heartland Heavy Crews are still clearing and grubbing .
Grading/Excavation/Fill Inspection Partial 10/22/2019
Misc
Informational
10/22/2019
SEPTEMBER 17, 2019 Heartland Heavy Crews are clearing and grubbing site where pool is going to be installed.
Misc
Informational
10/22/2019
SEPTEMBER 20, 2019 Heartland Heavy Crews are still clearing and grubbing .
Misc
Informational
10/22/2019
OCTOBER 9, 2019 Pool has been graded, staked, and formed. Pool Contractor was onsite checking grade.
Sanitary Sewer Construction Inspection Partial 11/01/2019
Misc
Informational
11/01/2019
NOVEMBER 1, 2019 Heartland Heavy crew cored and connected to existing manhole 38-211. Crews connected 8” PVC . Crew also installed clean rock approx 1ft 1/2 deep. Crew also filled the rest of the hole in the street with diggable Flowable fill.
Site Visit Partial 11/04/2019
Misc
Informational
11/04/2019
NOVEMBER 4, 2019 Heartland Heavy Crew are power drilling around existing manhole on Jefferson Street in order to pour concrete on top of Flowable fill and install ring around existing manhole 38-211 to make it flush with grade of the street.
Site Visit Partial 11/05/2019
Misc
Informational
11/04/2019
NOVEMBER 4, 2019 Heartland Heavy Crew are power drilling around existing manhole on Jefferson Street in order to pour concrete on top of Flowable fill and install ring around existing manhole 38-211 to make it flush with grade of the street.
Misc
Informational
11/05/2019
NOVEMBER 5, 2019 Heartland Heavy Crews have poured concrete on top of Flowable fill on Jefferson street around existing manhole 38-211. Crews are onsite and continue to excavate and install 8” PVC toward C-3. Inspector will return to inspect line to C-3 later on this after noon.
Water Line - Construction Inspection Partial 11/05/2019
Misc
Informational
11/05/2019
NOVEMBER 5, 2019 Heartland Heavy Crews set Manhole C-3 at STA: 2+22.24. Inspector Inspected, previously in the day, 8” PVC pipe while it was being installed. Crews were back filling as Inspector arrived on site.
Sanitary Sewer Construction Inspection Partial 11/08/2019
Misc
Informational
11/08/2019
NOVEMBER 8, 2019 Heartland Heavy Crews have installed all of Sanitary Sewer pipes. Crew is waiting on last 2 cleanout pipes to be delivered so they can install them by the end of the day.
Storm - Material Verification Passed 02/20/2020
Misc
Informational
02/20/2020
Pass a great percentage of the material has been installed.
Erosion Control Inspection Partial 03/10/2020
Miscellaneous Correction
Corrective Action Required
03/10/2020
Contractor continues to maintain cleaniliness streets and driveways contacted to site. Erosion measure on site are in place at this time.
Miscellaneous Correction
Corrective Action Required
03/10/2020
Contractor continues to maintain cleaniliness on SW Jefferson Street and driveways close to site. Erosion measure on site are in place at this time.
Site Visit Partial 03/11/2020
Misc
Informational
11/05/2019
NOVEMBER 4, 2019 Heartland Heavy Crew are power drilling around existing manhole on Jefferson Street in order to pour concrete on top of Flowable fill and install ring around existing manhole 38-211 to make it flush with grade of the street.
Misc
Informational
11/05/2019
NOVEMBER 5, 2019 Heartland Heavy Crews have poured concrete on top of Flowable fill on Jefferson street around existing manhole 38-211. Crews are onsite and continue to excavate and install 8” PVC toward C-3. Inspector will return to inspect line to C-3 later on this after noon.
Misc
Informational
03/11/2020
Reviewed plans with contractor sanitary, water main, was completed before John M. Jackson Field Inspector took over project. Contractor reviewed changes to Bioretention Zone and other structural changes. Private Storm Lines A,B & C must be installed . Storm line A is to be re installed due to error in elevation. Storm Line C is partially done but not complete and Line B has not bee started. All changes should be reflected on As-Built.
Water Line - Construction Inspection Partial 03/11/2020
Misc
Informational
03/11/2020
CP construction plans to prepare water main for pressure.
Site Visit Partial 03/23/2020
Misc
Informational
03/11/2020
NOVEMBER 4, 2019 Heartland Heavy Crew are power drilling around existing manhole on Jefferson Street in order to pour concrete on top of Flowable fill and install ring around existing manhole 38-211 to make it flush with grade of the street.
Misc
Informational
03/11/2020
NOVEMBER 5, 2019 Heartland Heavy Crews have poured concrete on top of Flowable fill on Jefferson street around existing manhole 38-211. Crews are onsite and continue to excavate and install 8” PVC toward C-3. Inspector will return to inspect line to C-3 later on this after noon.
Misc
Informational
03/11/2020
Reviewed plans with contractor sanitary, water main, was completed before John M. Jackson Field Inspector took over project. Contractor reviewed changes to Bioretention Zone and other structural changes. Private Storm Lines A,B & C must be installed . Storm line A is to be re installed due to error in elevation. Storm Line C is partially done but not complete and Line B has not bee started. All changes should be reflected on As-Built.
Misc
Informational
03/23/2020
Visited site contractor will began work on storm line B possibly on 3/24/20 as per contractor.
Misc
Informational
04/03/2020
On Friday, 4-03-2020 Contractor installs (1) stick or 14LF of 24” plastic pipe for private line #1 at approx. sta. 3+40. Plumber also installed 2 detention drains between B1 and B8 on private line #1
Misc
Informational
04/23/2020
On Thursday, 4-23-2020. Contractor poured 28 cubic yards of 6” driveway on the back side at the new entrance of water park. All steel and sub-grade was checked and meet city standards.
Misc
Informational
05/06/2020
On Thursday, 4-23-2020. Contractor poured 28 cubic yards of 6” driveway on the back side at the new entrance of water park. All steel and sub-grade was checked and meet city standards.
Misc
Informational
05/06/2020
On Tuesday, 5-05-2020. The contractor formed. Tied steel and graded and poured approx. 2,050 sf of 5” concrete deck for wave pool.
Misc
Informational
05/06/2020
On Wednesday ,5-06-2020. The contractor resumed reinforced concrete deck poor. Completing approx. 1,630 SF.
Misc
Informational
05/11/2020
On Wednesday ,5-06-2020. The contractor resumed reinforced concrete deck poor. Completing approx. 1,630 SF.
Misc
Informational
05/11/2020
On Friday 5-08-2020. The contractor formed graded and poured approx. 600 sf. Of 5” deck slabs. Geo-tech tested concrete. Slump 6”, air content 6.5% and 4 cyl. Were taken.
Misc
Informational
05/11/2020
On Wednesday ,5-06-2020. The contractor resumed reinforced concrete deck poor. Completing approx. 1,630 SF.
Misc
Informational
05/11/2020
On Friday 5-08-2020. The contractor formed graded and poured approx. 600 sf. Of 5” deck slabs. Geo-tech tested concrete. Slump 6”, air content 6.5% and 4 cyl. Were taken.
Misc
Informational
05/11/2020
On Monday 5-11-2020. The contractor resumed placement of the 5” deck slabs. Completed subgrade and steel placement inspection. Contractor poured approx. 1,000 sf of deck slabs.
Misc
Informational
05/13/2020
On Wednesday ,5-06-2020. The contractor resumed reinforced concrete deck poor. Completing approx. 1,630 SF.
Misc
Informational
05/13/2020
On Friday 5-08-2020. The contractor formed graded and poured approx. 600 sf. Of 5” deck slabs. Geo-tech tested concrete. Slump 6”, air content 6.5% and 4 cyl. Were taken.
Misc
Informational
05/13/2020
On Monday 5-11-2020. The contractor resumed placement of the 5” deck slabs. Completed subgrade and steel placement inspection. Contractor poured approx. 1,000 sf of deck slabs.
Misc
Informational
05/13/2020
The contractor poured approx. 1500 sf of 5” reinforced deck pavement.
Misc
Informational
05/14/2020
On Wednesday ,5-06-2020. The contractor resumed reinforced concrete deck poor. Completing approx. 1,630 SF.
Misc
Informational
05/14/2020
On Friday 5-08-2020. The contractor formed graded and poured approx. 600 sf. Of 5” deck slabs. Geo-tech tested concrete. Slump 6”, air content 6.5% and 4 cyl. Were taken.
Misc
Informational
05/14/2020
On Monday 5-11-2020. The contractor resumed placement of the 5” deck slabs. Completed subgrade and steel placement inspection. Contractor poured approx. 1,000 sf of deck slabs.
Misc
Informational
05/14/2020
The contractor poured approx. 1500 sf of 5” reinforced deck pavement.
Misc
Informational
05/14/2020
On Thursday, 5-14-2020. Second Concrete poured 8’ wide concrete steps on the east side of the wave pool leading to the older section of the wave park. They also dug and poured (3) light bases and sawed deck pavement poured day prior.
Misc
Informational
05/18/2020
On Wednesday ,5-06-2020. The contractor resumed reinforced concrete deck poor. Completing approx. 1,630 SF.
Misc
Informational
05/18/2020
On Friday 5-08-2020. The contractor formed graded and poured approx. 600 sf. Of 5” deck slabs. Geo-tech tested concrete. Slump 6”, air content 6.5% and 4 cyl. Were taken.
Misc
Informational
05/18/2020
On Monday 5-11-2020. The contractor resumed placement of the 5” deck slabs. Completed subgrade and steel placement inspection. Contractor poured approx. 1,000 sf of deck slabs.
Misc
Informational
05/18/2020
The contractor poured approx. 1500 sf of 5” reinforced deck pavement.
Misc
Informational
05/18/2020
On Thursday, 5-14-2020. Second Concrete poured 8’ wide concrete steps on the east side of the wave pool leading to the older section of the wave park. They also dug and poured (3) light bases and sawed deck pavement poured day prior.
Misc
Informational
05/18/2020
On Friday, 5-15-2020. Secon construction Sub-grade inspection failed. The concrete was only 3” thick and should have been 5”. It was rejected and the contractor had to remove the steel and regrade the sub base before they could pour the estimated 1200 sf. Of deck slab.
Misc
Informational
05/19/2020
On Wednesday ,5-06-2020. The contractor resumed reinforced concrete deck poor. Completing approx. 1,630 SF.
Misc
Informational
05/19/2020
On Friday 5-08-2020. The contractor formed graded and poured approx. 600 sf. Of 5” deck slabs. Geo-tech tested concrete. Slump 6”, air content 6.5% and 4 cyl. Were taken.
Misc
Informational
05/19/2020
On Monday 5-11-2020. The contractor resumed placement of the 5” deck slabs. Completed subgrade and steel placement inspection. Contractor poured approx. 1,000 sf of deck slabs.
Misc
Informational
05/19/2020
The contractor poured approx. 1500 sf of 5” reinforced deck pavement.
Misc
Informational
05/19/2020
On Thursday, 5-14-2020. Second Concrete poured 8’ wide concrete steps on the east side of the wave pool leading to the older section of the wave park. They also dug and poured (3) light bases and sawed deck pavement poured day prior.
Misc
Informational
05/19/2020
On Friday, 5-15-2020. Secon construction Sub-grade inspection failed. The concrete was only 3” thick and should have been 5”. It was rejected and the contractor had to remove the steel and regrade the sub base before they could pour the estimated 1200 sf. Of deck slab.
Misc
Informational
05/19/2020
On Tuesday 5-19-2020. Secon Construction poured approx. 1200 sf of 5” deck pavement and formed and set steel for next section of deck slab.
Misc
Informational
05/20/2020
On Wednesday ,5-06-2020. The contractor resumed reinforced concrete deck poor. Completing approx. 1,630 SF.
Misc
Informational
05/20/2020
On Friday 5-08-2020. The contractor formed graded and poured approx. 600 sf. Of 5” deck slabs. Geo-tech tested concrete. Slump 6”, air content 6.5% and 4 cyl. Were taken.
Misc
Informational
05/20/2020
On Monday 5-11-2020. The contractor resumed placement of the 5” deck slabs. Completed subgrade and steel placement inspection. Contractor poured approx. 1,000 sf of deck slabs.
Misc
Informational
05/20/2020
The contractor poured approx. 1500 sf of 5” reinforced deck pavement.
Misc
Informational
05/20/2020
On Thursday, 5-14-2020. Second Concrete poured 8’ wide concrete steps on the east side of the wave pool leading to the older section of the wave park. They also dug and poured (3) light bases and sawed deck pavement poured day prior.
Misc
Informational
05/20/2020
On Friday, 5-15-2020. Secon construction Sub-grade inspection failed. The concrete was only 3” thick and should have been 5”. It was rejected and the contractor had to remove the steel and regrade the sub base before they could pour the estimated 1200 sf. Of deck slab.
Misc
Informational
05/20/2020
On Tuesday 5-19-2020. Secon Construction poured approx. 1200 sf of 5” deck pavement and formed and set steel for next section of deck slab.
Misc
Informational
05/20/2020
On Wednesday, 5-20-2020 Secon construction company saw cut deck pour slab poured day before. Also continued to dig out the designed 53’ thicken edge retaining wall.
Misc
Informational
05/21/2020
On Wednesday ,5-06-2020. The contractor resumed reinforced concrete deck poor. Completing approx. 1,630 SF.
Misc
Informational
05/21/2020
On Friday 5-08-2020. The contractor formed graded and poured approx. 600 sf. Of 5” deck slabs. Geo-tech tested concrete. Slump 6”, air content 6.5% and 4 cyl. Were taken.
Misc
Informational
05/21/2020
On Monday 5-11-2020. The contractor resumed placement of the 5” deck slabs. Completed subgrade and steel placement inspection. Contractor poured approx. 1,000 sf of deck slabs.
Misc
Informational
05/21/2020
The contractor poured approx. 1500 sf of 5” reinforced deck pavement.
Misc
Informational
05/21/2020
On Thursday, 5-14-2020. Second Concrete poured 8’ wide concrete steps on the east side of the wave pool leading to the older section of the wave park. They also dug and poured (3) light bases and sawed deck pavement poured day prior.
Misc
Informational
05/21/2020
On Friday, 5-15-2020. Secon construction Sub-grade inspection failed. The concrete was only 3” thick and should have been 5”. It was rejected and the contractor had to remove the steel and regrade the sub base before they could pour the estimated 1200 sf. Of deck slab.
Misc
Informational
05/21/2020
On Tuesday 5-19-2020. Secon Construction poured approx. 1200 sf of 5” deck pavement and formed and set steel for next section of deck slab.
Misc
Informational
05/21/2020
On Wednesday, 5-20-2020 Secon construction company saw cut deck pour slab poured day before. Also continued to dig out the designed 53’ thicken edge retaining wall.
Misc
Informational
05/27/2020
On Thursday, 5-21-2020. Secon Concrete Company installed approx. 1400 sf of 5” deck pavement. Sub grade was approved for placement. Also contractor Heart Land Excavating installed approx. 20 LF of 12” RCP at back of new building. This installation was a redo because of a elevation mistake.
Misc
Informational
05/27/2020
On Wednesday, 5-27-2020 Secon Concrete installed 1,700 sf of 5” deck pavement. Sub grade check passed. KC Testing took air (6.5%) slump was 61/4” and Temp. 72 degrees
Misc
Informational
06/01/2020
On Monday, 6-01-2020. Contractor Secon Poured approx. 750 sf of 5” Deck pavement. Sub grade and steel placement passed inspection.
Misc
Informational
06/15/2020
On Monday, 6-15-2020. Contractor worked Grading and hauling asphalt debris off of project. Also Secon concrete contractors prepared sub grade and tied steel for remaining deck walk at back of new summit wave building.
Misc
Informational
06/16/2020
On Tuesday, 6-15-2020. Secon Construction pour (3) sections of deck pavement at the back of the new wave building. Steel and sub grade were checked and were in compliance to pour concrete.
Misc
Informational
06/19/2020
On Thursday, 6-18-2020. Secon concrete poured the remaining sections of deck pavement. (3) final sections were poured towards the back of the new wave building. This completes all deck pavement to be placed at Summit Wave. Also Black Top Paving was here placing AB3 rock fill for the asphalt pathway and Heart Land Excavating poured (1) sanitary invert at the back of the new building.
Storm - Pipe Passed 06/18/2020
Misc
Informational
02/20/2020
Stormtrap Underground Detention System (See Sheet C-13 for Details) was installed at the beginning of February 2020. Private storm line A was installed from 2/3/20 to 2/20/20 Sta 1+84 to 3+60 approximately. 12” RCP is installed from Sta. 1+00.00 to 3+60 on private storm line A . @ Sta. 2+00.23 on Line A Vortsentry Structure See Sheet C-12 for detail.(The 4”x4” juncttion box has not been installed yet.)
Misc
Informational
03/31/2020
Contractor worked on Saturday with no notice. Began Installation of Private Storm line B. Connected to Underground Detention System placing approx. 24LF of 24” RCP and installed (1) deck drain connection at station 1+21.6 of line B and back filled.
Misc
Informational
03/31/2020
On Monday 3-30-2020. I inspected the installation of approx. 28LF of 24” RCP and one Deck Drain connection at sta. 1+51.37 of private line B. Contractor also backfilled location.
Misc
Informational
03/31/2020
On Monday 3-30-2020. I inspected the installation of approx. 28LF of 24” RCP and one Deck Drain connection at sta. 1+51.37 of private line B. Contractor also backfilled location.
Misc
Informational
03/31/2020
Tuesday, 3-31-2020. Contractor resume Storm Sewer installation.Began at Sta.1+40 installing 24” plastic pipe. Contractor placed deck drain connections at sta.1+51.37 & 1+79.9 of line B Private line. Contractor back filled pipe and compacted soil with a sheep’s foot roller.
Misc
Informational
04/02/2020
On Wednesday, 4-01-2020. The contractor resumed 24” plastic pipe installation at sta.1+80. Installed deck drain connection at sta. 1+99.99 of private Storm line B stopping at point of tangency at sta. 2+16 32 and back filled.
Misc
Informational
04/02/2020
On Thursday, 4-02-2020 Contractor resumed Storm sewer installation at sta.2+ 20 Thru approx. sta. 3+00. On private line B 24” plastic pipe is laid and at sta.2+22.6 (1)Deck Drainage Connection was placed and at sta. 2+44.63 of the private storm line a 30 degree bend was inserted at sta. 2+44.63. The plumber is also installing Deck drain 2E, 2D and possibily 2C if its marked by the time he gets to it.
Misc
Informational
04/06/2020
On Monday 4-06-2019 Contractor-resumed 24” pipe installation. Plumbers resume 6” tap for deck drains for line A.
Misc
Informational
04/07/2020
On Monday 4-06-2019 Contractor-resumed 24” pipe installation. Plumbers resume 6” tap for deck drains for line A.
Misc
Informational
04/07/2020
On Tuesday 4-07-2020. Contractor began day removing fill debris from project. Contractor stopped pipe placement yesterday at approx. sta. 4+22.
Misc
Informational
04/08/2020
On Wednesday 4-08-2020. Plumbing Contractor installed the rest of the Deck Drains and backfilled 6” lines. Heartland Construction hauled off debris in early morning and completed a some amount of grading.
Misc
Partial Correction
05/14/2020
On Thursday, 5-14-2020. HeartLand Excavation and wrecking began replacement of the 12” storm sewer located north of the new wave structure that was installed 1’ too low. A 3” copper water main and some sanitary sewer had to be removed as well as 1 man hole. Contractor has removed items mentioned only. Will reinstall tomorrow weather permitting.
Misc
Partial Correction
05/19/2020
On Thursday, 5-14-2020. HeartLand Excavation and wrecking began replacement of the 12” storm sewer located north of the new wave structure that was installed 1’ too low. A 3” copper water main and some sanitary sewer had to be removed as well as 1 man hole. Contractor has removed items mentioned only. Will reinstall tomorrow weather permitting.
Misc
Informational
05/19/2020
On Tuesday, 5-19-2020. Heart Land construction resumed the 12” RCP installation of the redo storm sewer line.
Misc
Partial Correction
05/20/2020
On Thursday, 5-14-2020. HeartLand Excavation and wrecking began replacement of the 12” storm sewer located north of the new wave structure that was installed 1’ too low. A 3” copper water main and some sanitary sewer had to be removed as well as 1 man hole. Contractor has removed items mentioned only. Will reinstall tomorrow weather permitting.
Misc
Informational
05/20/2020
On Tuesday, 5-19-2020. Heart Land construction resumed the 12” RCP installation of the redo storm sewer line.
Misc
Informational
05/20/2020
On Wednesday, 5-20-2020. Heart Land excavating continued to install the 12” RCP that was a redo located at the back of the New Wave building.
Misc
Partial Correction
05/21/2020
On Thursday, 5-14-2020. HeartLand Excavation and wrecking began replacement of the 12” storm sewer located north of the new wave structure that was installed 1’ too low. A 3” copper water main and some sanitary sewer had to be removed as well as 1 man hole. Contractor has removed items mentioned only. Will reinstall tomorrow weather permitting.
Misc
Informational
05/21/2020
On Tuesday, 5-19-2020. Heart Land construction resumed the 12” RCP installation of the redo storm sewer line.
Misc
Informational
05/21/2020
On Wednesday, 5-20-2020. Heart Land excavating continued to install the 12” RCP that was a redo located at the back of the New Wave building.
Misc
Informational
06/01/2020
Contractor Heart Land Excavating, completed storm tap for a 4” storm Plastic Pipe and also repaired a 6” HDPE pipe that was broken while installing the 12” reinstalled at the back of the building.
Misc
Informational
06/04/2020
On Thursday, 6-04-2020. Heart Land excavation completed the removal of the 3x3 Junction box-installed at sta. 3+39 for the private storm line. This is to be removed and replaced because of and error the contractor made when originally installing the structure. New box and pipe will be installed tomorrow.
Misc
Informational
06/08/2020
On Saturday, 6-05-2020. Contractor was going to set Detention structure but decided not to do it. Came in for about a hour.
Misc
Informational
06/08/2020
On Monday, 6-08-2020 contractor set the detention bases structure, tie-in pipes and poured invert for replacement structure.
Misc
Informational
07/06/2020
On Thursday 7-02-2020, Heart Land Excavating installed the end section for the Detention basin out flow. And graded ditch for one of the final punchlist items. Will review out come on Monday, 7-06-2020..
Misc
Informational
07/06/2020
On Today Monday, 7-06-2020. A review of the grading completed on 7-02-2020 and found standing water in front of the flume end section. Contractor was told additional grading down the ditch would need to be done to keep a positive flow for the drainage.
Street - Surface Course Passed 06/23/2020
Misc
Informational
06/23/2020
On Tuesday, 6-23-2020. Black Top Paving installed the surface lift of asphalt for the bike path/sidewalk.
Water - Material Verification Passed 06/25/2020
Water Line - Fire Hydrant Passed 07/06/2020
Water Line - Thrust Restraint Passed 07/06/2020
Water Line - Construction Taps Removed Passed 07/06/2020
Sanitary - Material Verification Passed 07/06/2020
Sanitary Sewer - Air Test Passed 07/06/2020
Sanitary Sewer - Mandrel Passed 07/06/2020
Sanitary Sewer - Vacuum Passed 07/06/2020
Sanitary Sewer - Invert Passed 07/06/2020
Storm - Material Verification Passed 07/06/2020
Storm - Inlets Clean Passed 07/06/2020
Storm - Pipe Passed 07/06/2020
Misc
Informational
06/04/2020
Stormtrap Underground Detention System (See Sheet C-13 for Details) was installed at the beginning of February 2020. Private storm line A was installed from 2/3/20 to 2/20/20 Sta 1+84 to 3+60 approximately. 12” RCP is installed from Sta. 1+00.00 to 3+60 on private storm line A . @ Sta. 2+00.23 on Line A Vortsentry Structure See Sheet C-12 for detail.(The 4”x4” juncttion box has not been installed yet.)
Misc
Informational
06/04/2020
Contractor worked on Saturday with no notice. Began Installation of Private Storm line B. Connected to Underground Detention System placing approx. 24LF of 24” RCP and installed (1) deck drain connection at station 1+21.6 of line B and back filled.
Misc
Informational
06/04/2020
On Monday 3-30-2020. I inspected the installation of approx. 28LF of 24” RCP and one Deck Drain connection at sta. 1+51.37 of private line B. Contractor also backfilled location.
Misc
Informational
06/04/2020
On Monday 3-30-2020. I inspected the installation of approx. 28LF of 24” RCP and one Deck Drain connection at sta. 1+51.37 of private line B. Contractor also backfilled location.
Misc
Informational
06/04/2020
Tuesday, 3-31-2020. Contractor resume Storm Sewer installation.Began at Sta.1+40 installing 24” plastic pipe. Contractor placed deck drain connections at sta.1+51.37 & 1+79.9 of line B Private line. Contractor back filled pipe and compacted soil with a sheep’s foot roller.
Misc
Informational
06/04/2020
On Wednesday, 4-01-2020. The contractor resumed 24” plastic pipe installation at sta.1+80. Installed deck drain connection at sta. 1+99.99 of private Storm line B stopping at point of tangency at sta. 2+16 32 and back filled.
Misc
Informational
06/04/2020
On Thursday, 4-02-2020 Contractor resumed Storm sewer installation at sta.2+ 20 Thru approx. sta. 3+00. On private line B 24” plastic pipe is laid and at sta.2+22.6 (1)Deck Drainage Connection was placed and at sta. 2+44.63 of the private storm line a 30 degree bend was inserted at sta. 2+44.63. The plumber is also installing Deck drain 2E, 2D and possibily 2C if its marked by the time he gets to it.
Misc
Informational
06/04/2020
On Monday 4-06-2019 Contractor-resumed 24” pipe installation. Plumbers resume 6” tap for deck drains for line A.
Misc
Informational
06/04/2020
On Monday 4-06-2019 Contractor-resumed 24” pipe installation. Plumbers resume 6” tap for deck drains for line A.
Misc
Informational
06/04/2020
On Tuesday 4-07-2020. Contractor began day removing fill debris from project. Contractor stopped pipe placement yesterday at approx. sta. 4+22.
Misc
Informational
06/04/2020
On Wednesday 4-08-2020. Plumbing Contractor installed the rest of the Deck Drains and backfilled 6” lines. Heartland Construction hauled off debris in early morning and completed a some amount of grading.
Misc
Partial Correction
06/04/2020
On Thursday, 5-14-2020. HeartLand Excavation and wrecking began replacement of the 12” storm sewer located north of the new wave structure that was installed 1’ too low. A 3” copper water main and some sanitary sewer had to be removed as well as 1 man hole. Contractor has removed items mentioned only. Will reinstall tomorrow weather permitting.
Misc
Partial Correction
06/04/2020
On Thursday, 5-14-2020. HeartLand Excavation and wrecking began replacement of the 12” storm sewer located north of the new wave structure that was installed 1’ too low. A 3” copper water main and some sanitary sewer had to be removed as well as 1 man hole. Contractor has removed items mentioned only. Will reinstall tomorrow weather permitting.
Misc
Informational
06/04/2020
On Tuesday, 5-19-2020. Heart Land construction resumed the 12” RCP installation of the redo storm sewer line.
Misc
Partial Correction
06/04/2020
On Thursday, 5-14-2020. HeartLand Excavation and wrecking began replacement of the 12” storm sewer located north of the new wave structure that was installed 1’ too low. A 3” copper water main and some sanitary sewer had to be removed as well as 1 man hole. Contractor has removed items mentioned only. Will reinstall tomorrow weather permitting.
Misc
Informational
06/04/2020
On Tuesday, 5-19-2020. Heart Land construction resumed the 12” RCP installation of the redo storm sewer line.
Misc
Informational
06/04/2020
On Wednesday, 5-20-2020. Heart Land excavating continued to install the 12” RCP that was a redo located at the back of the New Wave building.
Misc
Partial Correction
06/04/2020
On Thursday, 5-14-2020. HeartLand Excavation and wrecking began replacement of the 12” storm sewer located north of the new wave structure that was installed 1’ too low. A 3” copper water main and some sanitary sewer had to be removed as well as 1 man hole. Contractor has removed items mentioned only. Will reinstall tomorrow weather permitting.
Misc
Informational
06/04/2020
On Tuesday, 5-19-2020. Heart Land construction resumed the 12” RCP installation of the redo storm sewer line.
Misc
Informational
06/04/2020
On Wednesday, 5-20-2020. Heart Land excavating continued to install the 12” RCP that was a redo located at the back of the New Wave building.
Misc
Informational
06/04/2020
Contractor Heart Land Excavating, completed storm tap for a 4” storm Plastic Pipe and also repaired a 6” HDPE pipe that was broken while installing the 12” reinstalled at the back of the building.
Misc
Informational
06/04/2020
On Thursday, 6-04-2020. Heart Land excavation completed the removal of the 3x3 Junction box-installed at sta. 3+39 for the private storm line. This is to be removed and replaced because of and error the contractor made when originally installing the structure. New box and pipe will be installed tomorrow.
Water - Material Verification Passed 07/06/2020
Grading/Excavation/Fill Inspection Passed 07/06/2020
Misc
Informational
10/22/2019
SEPTEMBER 17, 2019 Heartland Heavy Crews are clearing and grubbing site where pool is going to be installed.
Misc
Informational
10/22/2019
SEPTEMBER 20, 2019 Heartland Heavy Crews are still clearing and grubbing .
Misc
Informational
10/22/2019
OCTOBER 9, 2019 Pool has been graded, staked, and formed. Pool Contractor was onsite checking grade.
Erosion Control Inspection Passed 07/06/2020
Miscellaneous Correction
Corrective Action Required
03/10/2020
Contractor continues to maintain cleaniliness streets and driveways contacted to site. Erosion measure on site are in place at this time.
Miscellaneous Correction
Corrective Action Required
03/10/2020
Contractor continues to maintain cleaniliness on SW Jefferson Street and driveways close to site. Erosion measure on site are in place at this time.
Storm - Outlet Structure Passed 07/08/2020
Misc
Informational
07/08/2020
On Tuesday, 7-07-2020. Heart Land Excavating completed grading detention outflow at flume.
ESC - (Vegetation/Ground Cover) Passed 11/30/2020
Sanitary Sewer Construction Inspection Passed 11/30/2020
Documents & Images
Date Uploaded File Type Document Name
06/25/2019 Receipt Receipt for transaction: 2019-004133
08/14/2019 Letter DE-Permit
10/18/2019 Summit Wavez Permit
10/22/2019 Construction Entrance
10/22/2019 Letter INSPECTION SUMMARY
10/22/2019 SEPTEMBER 17, 2019 Clearing and Grubbing
10/22/2019 Letter INSPECTION SUMMARY
10/22/2019 Letter INSPECTION SUMMARY
10/22/2019 OCTOBER 9, 2019 Pool graded and staked
10/22/2019 Letter INSPECTION SUMMARY
10/22/2019 Letter INSPECTION SUMMARY
11/01/2019 NOVEMBER 1, 2018 Connection to existing manhole
11/01/2019 NOVEMBER 1, 2019 Existing Manhole Clean Gravel
11/01/2019 NOVEMBER 1, 2019 Flowable Fill
11/04/2019 NOVEMBER 4, 2019 power drilling and cutting out around existing MH 38-211 on Jefferson
11/05/2019 installing 8” PVC toward C-3
11/05/2019 Backfill
11/08/2019 NOVEMBER 8, 2019 Line B SANITARY
02/20/2020 Letter INSPECTION SUMMARY
02/20/2020 Letter INSPECTION SUMMARY
02/20/2020 Letter INSPECTION SUMMARY
02/20/2020 Letter INSPECTION SUMMARY
03/10/2020 Letter INSPECTION SUMMARY
03/11/2020 Letter INSPECTION SUMMARY
03/11/2020 Letter INSPECTION SUMMARY
03/23/2020 Letter INSPECTION SUMMARY
03/23/2020 Letter INSPECTION SUMMARY
03/23/2020 Letter INSPECTION SUMMARY
03/23/2020 Letter INSPECTION SUMMARY
03/23/2020 Letter INSPECTION SUMMARY
03/23/2020 Letter INSPECTION SUMMARY
03/23/2020 Letter INSPECTION SUMMARY
06/24/2020 Summit Waves Revised Sheet C-8 Approved 6.23.20
07/06/2020 Letter INSPECTION SUMMARY
07/06/2020 Letter DE-Certificate of Substantial Completion Multiple Lot
07/07/2020 Letter DE-Punch List
11/17/2020 Plans Heartland Heavy Storm Sewer as-built 8-10-14-20
11/17/2020 Plans Heartland Heavy Wier wall elevations
11/30/2020 Letter DE-Certificate of Final Acceptance (Commercial)
11/30/2020 Summit Waves Final Acceptance
12/02/2020 Letter INSPECTION SUMMARY
12/02/2020 Letter INSPECTION SUMMARY
12/02/2020 Letter INSPECTION SUMMARY
12/02/2020 Letter INSPECTION SUMMARY
12/02/2020 Letter INSPECTION SUMMARY
12/02/2020 Letter INSPECTION SUMMARY
12/02/2020 Letter INSPECTION SUMMARY
12/02/2020 Letter INSPECTION SUMMARY
12/02/2020 Letter INSPECTION SUMMARY
12/02/2020 Letter INSPECTION SUMMARY
12/02/2020 Letter INSPECTION SUMMARY
12/02/2020 Letter INSPECTION SUMMARY
12/02/2020 Letter INSPECTION SUMMARY
12/02/2020 Letter INSPECTION SUMMARY
12/02/2020 Letter INSPECTION SUMMARY
12/02/2020 Letter INSPECTION SUMMARY
12/02/2020 Letter INSPECTION SUMMARY
12/02/2020 Letter INSPECTION SUMMARY
12/02/2020 Letter INSPECTION SUMMARY
12/02/2020 Letter INSPECTION SUMMARY
12/02/2020 Letter INSPECTION SUMMARY
12/02/2020 Letter INSPECTION SUMMARY
12/02/2020 Letter INSPECTION SUMMARY
12/02/2020 Letter INSPECTION SUMMARY
12/02/2020 Letter INSPECTION SUMMARY
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