Permit Application Status

PRPWFR20171746


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Summary


PRPWFR20171746
Public Works Infrastructure Permit - Residential
Final Acceptance
WALDEN MICHELLE
DEVELOPMENT COMPLETE
Manor at Stoney Creek 2nd - street, storm, sewer and water
05/30/2017
07/18/2017
08/22/2018
02/17/2023
Locations
Address
1609 SW MERRYMAN DR, LEES SUMMIT, MO 64082

Address
1613 SW MERRYMAN DR, LEES SUMMIT, MO 64082

Address
1617 SW MERRYMAN DR, LEES SUMMIT, MO 64082

Address
1621 SW MERRYMAN DR, LEES SUMMIT, MO 64082

Address
1705 SW MERRYMAN DR, LEES SUMMIT, MO 64082

Address
1709 SW MERRYMAN DR, LEES SUMMIT, MO 64082

Address
1713 SW MERRYMAN DR, LEES SUMMIT, MO 64082

Address
1801 SW MERRYMAN DR, LEES SUMMIT, MO 64082

Address
1805 SW MERRYMAN DR, LEES SUMMIT, MO 64082

Address
1809 SW MERRYMAN DR, LEES SUMMIT, MO 64082

Address
1813 SW MERRYMAN DR, LEES SUMMIT, MO 64082

Address
1817 SW MERRYMAN DR, LEES SUMMIT, MO 64082

Address
1821 SW MERRYMAN DR, LEES SUMMIT, MO 64082

Address
1825 SW MERRYMAN DR, LEES SUMMIT, MO 64082

Address
1901 SW MERRYMAN DR, LEES SUMMIT, MO 64082

Address
1900 SW MERRYMAN DR, LEES SUMMIT, MO 64082

Address
1828 SW MERRYMAN DR, LEES SUMMIT, MO 64082

Address
1824 SW MERRYMAN DR, LEES SUMMIT, MO 64082

Address
1820 SW MERRYMAN DR, LEES SUMMIT, MO 64082

Address
1816 SW MERRYMAN DR, LEES SUMMIT, MO 64082

Address
1812 SW MERRYMAN DR, LEES SUMMIT, MO 64082

Address
1808 SW MERRYMAN DR, LEES SUMMIT, MO 64082

Address
1804 SW MERRYMAN DR, LEES SUMMIT, MO 64082

Address
1800 SW MERRYMAN DR, LEES SUMMIT, MO 64082

Address
1712 SW MERRYMAN DR, LEES SUMMIT, MO 64082

Address
1708 SW MERRYMAN DR, LEES SUMMIT, MO 64082

Address
1704 SW MERRYMAN DR, LEES SUMMIT, MO 64082

Address
1700 SW MERRYMAN DR, LEES SUMMIT, MO 64082

Address
4430 SW AMETHYST DR, LEES SUMMIT, MO 64082

Address
4426 SW AMETHYST DR, LEES SUMMIT, MO 64082

Address
4422 SW AMETHYST DR, LEES SUMMIT, MO 64082

Address
4418 SW AMETHYST DR, LEES SUMMIT, MO 64082

Address
4414 SW AMETHYST DR, LEES SUMMIT, MO 64082

Address
4431 SW AMETHYST DR, LEES SUMMIT, MO 64082

Address
4427 SW AMETHYST DR, LEES SUMMIT, MO 64082

Address
4423 SW AMETHYST DR, LEES SUMMIT, MO 64082

Address
4419 SW AMETHYST DR, LEES SUMMIT, MO 64082

Address
4415 SW AMETHYST DR, LEES SUMMIT, MO 64082

Address
4411 SW AMETHYST DR, LEES SUMMIT, MO 64082

Address
4451 SW ALABASTER DR, LEES SUMMIT, MO 64082

Address
4450 SW ALABASTER DR, LEES SUMMIT, MO 64082

Address
4450 SW GRINDSTONE DR, LEES SUMMIT, MO 64082

Property
69700091300000000

Property
69700100100000000

Property
69700091400000000

Property
69700091500000000

Property
69700091600000000

Property
69700091700000000

Property
69700100200000000

Property
69700100300000000

Property
69700100400000000

Property
69700100500000000

Property
69700100600000000

Property
69700100700000000

Property
69700100800000000

Property
69700100900000000

Property
69700101000000000

Property
69700101100000000

Property
69700110200000000

Property
69700070700000000

Property
69700121400000000

Property
69700121300000000

Property
69700121200000000

Property
69700121100000000

Property
69700121000000000

Property
69700120900000000

Property
69700120800000000

Property
69700120700000000

Property
69700120600000000

Property
69700120500000000

Property
69700120400000000

Property
69700120300000000

Property
69700120200000000

Property
69700070800000000

Property
69700121500000000

Property
69700120100000000

Property
69700070900000000

Property
69700121600000000

Property
69700110100000000

Property
69700121700000000

Property
69700071000000000

Property
69700121800000000

Property
69700071100000000

Property
69700121900000000

Property
69700071200000000

Address
4410 SW AMETHYST DR, LEES SUMMIT, MO 64082

Contacts
CLAYTON PROPERTIES GROUP, INC, Address:120 SE 30TH ST, Phone:(816) 246-6700  
RANDY SPALDING EXCAVATING INC, Address:PO BOX 1421, Phone:(816) 318-9500  
REDFORD CONSTRUCTION INC, Address:PO BOX 1065, Phone:(816) 540-2030  
SUPERIOR BOWEN CONST LLC, Address:520 W PENNWAY ST STE 300, Phone:(816) 921-8200  
JK CONCRETE CONSTRUCTION LLC, Address:PO BOX 159, Phone:(816) 623-3343  
GMD SERVICES LLC, Address:119 N PARKER ST #209, Phone:(913) 777-4463  
MILLER PIPELINE LLC, Address:8850 CRAWFORDSVILLE RD, Phone:(317) 293-0278  
TEAGUE ELECTRIC CONSTRUCTION INC, Address:12425 W 92ND ST, Phone:(913) 529-4600  
WALDEN MICHELLE, Address:4410 SW AMETHYST DR  
THE STUART L MATTHEWS LIVING TRUST DATED 9/11/2013, Address:4414 SW AMETHYST DR  
PALMER BENNY & MOLLY, Address:4418 SW AMETHYST DR  
TRENT ADAM, Address:4422 SW AMETHYST DR  
BREWER WESLEY J & JACQUELINE N, Address:4426 SW AMETHYST DR  
DAY BRETT M, Address:4430 SW AMETHYST DR  
SCHAWO WILLIAM A & CARIANNE R, Address:4411 SW AMETHYST DR  
CUNNINGHAM ZACH W & SHANNON M, Address:4415 SW AMETHYST DR  
HOOVER MICHAEL R & JOANNA M, Address:4419 SW AMETHYST DR  
EFFLAND GREGORY & WEST-EFFLAND SARAH, Address:4423 SW AMETHYST DR  
JONES ALAINA, Address:4427 SW AMETHYST DR  
MILLARD JEREMY T & JENNIFER A, Address:4431 SW AMETHYST DR  
PAIGE MARIE MOORE IRREVOCABLE ANNUAL EXLUSION TRUST OF 2013, Address:1609 SW MERRYMAN DR  
YORK SHAUN & KRISTEN, Address:1613 SW MERRYMAN DR  
MURSKI MASON & KALEY, Address:1617 SW MERRYMAN DR  
ROWLAND SARAH, Address:1621 SW MERRYMAN DR  
COULTER JOHN DAVID & SANDRA L, Address:1705 SW MERRYMAN DR  
LINDSEY LIVING TRUST DATED 10-26-2022, Address:1709 SW MERRYMAN DR  
ROJAS RICK ANGEL & JESSICA L, Address:1713 SW MERRYMAN DR  
HENSLEY WILLIAM E & PAMELA J, Address:1801 SW MERRYMAN DR  
1805 SW MERRYMAN LLC, Address:1805 SW MERRYMAN DR  
JONES MYA, Address:1809 SW MERRYMAN DR  
SKILES MATTHEW, Address:1813 SW MERRYMAN DR  
BURNS-HASTY MEGAN, Address:1817 SW MERRYMAN DR  
DAVIS ANDREW T, Address:1821 SW MERRYMAN DR  
GROVE JORDAN & NATALIE, Address:1825 SW MERRYMAN DR  
CHAUTIN ANTHONY & WHITNEY DAWN, Address:1901 SW MERRYMAN DR  
WORTHLEY WILLIAM, Address:1700 SW MERRYMAN DR  
WALENT JEREMY & LAUREN, Address:1704 SW MERRYMAN DR  
DAVIES CRIS C & KATHY K, Address:1708 SW MERRYMAN DR  
CARLSON NATHANIAL J & RYANNE W, Address:1712 SW MERRYMAN DR  
QUACH THINH HUU & CAM PHAN TU THI, Address:1800 SW MERRYMAN DR  
HAWKINS JASON E, Address:1804 SW MERRYMAN DR  
GRAHAM MATTHEW R & COURTNEY N, Address:1808 SW MERRYMAN DR  
MCNEELY JUSTIN, Address:1812 SW MERRYMAN DR  
WOOD MICHAEL C & SAMANTHA J, Address:1816 SW MERRYMAN DR  
KRASICK TODD & ERIN, Address:1820 SW MERRYMAN DR  
OGUNTIMEHIN BUKOLA & GBOYEGA, Address:1824 SW MERRYMAN DR  
BLACKMER SCOTT M & ELIZABETH K, Address:1828 SW MERRYMAN DR  
CORBIN-DAULTON JENNIFER & DAULTON BROCK, Address:1900 SW MERRYMAN DR  
STONEY CREEK ESTATES HOMEOWNERS ASSOCIATION INC, Address:120 SE 30TH ST  
CMH PARKS INC, Address:5000 CLAYTON RD  
Reviews
Review Type Outcome Est. Completion Date Completed
Licensed Contractors Approved 05/30/2017 07/18/2017
Mitch Plemmons
Fees
Paid Fees Amount Paid Owing Date Paid
91100C8-Sanitary Sewer Insp Fees $8,902.66 $8,902.66 Paid 05/30/2017
91100C9-Water Insp Fee $3,448.69 $3,448.69 Paid 05/30/2017
9110068-Storm Fee $10,999.43 $10,999.43 Paid 05/30/2017
9110081-Paved Surface Inspection Fee $10,490.99 $10,490.99 Paid 05/30/2017
9110071-Site Grading Fee $4,614.62 $4,614.62 Paid 05/30/2017
9110072-Water Test Fee $1,000.00 $1,000.00 Paid 05/30/2017
9110069-After Hours Inspections (Public Works)(Per Hour) $684.69 $684.69 Paid 06/14/2018
Outstanding Fees Amount Paid Owing Date Paid
9110080-Not Ready Inspection Fee $75.00 $0.00 $75.00 Not Paid
Totals: $40,216.08 $40,141.08 $75.00


$75.00    Add Fees to My Cart
Inspections
Inspection Outcome Requested Scheduled Date Inspected
Site Visit Complete 7/31/2017 07/31/2017
Miscellaneous PWORKS Inspection Partial 8/1/2017 08/01/2017
Sanitary Sewer Construction Inspection Partial 8/1/2017 08/01/2017
Sanitary Sewer Construction Inspection Partial 8/3/2017 08/03/2017
Informational
08/03/2017
Brice Lawson 08/03/2017 1:46 PM A revision for the sanitary line A has been approved. I delivered a revised sheet C.402 to Redford Construction today. Mitch informed me that parts of the sanitary will be slightly deeper than 15'. Mitch informed me that this was brought up to Gene.
Sanitary Sewer Construction Inspection Partial 8/3/2017 08/03/2017
Informational
08/03/2017
Brice Lawson 08/03/2017 7:33 PM Redford Construction had the existing manhole #60-082 core drilled to receive the 15" sewer pipe. They plan to fence off this excavated pit tonight as it is getting late. They plan to cover the core hole in manhole and place a berm around the pit to control runoff.
Erosion Control Inspection Failed 8/7/2017 08/07/2017
PW-Misc
Corrective Action Required
08/07/2017
Brice Lawson 08/07/2017 3:15 PM Repair the west construction entrance as part of it has washed out. Add larger rock to the construction entrances as shown on the construction entrance detail. Remove debris that has been tracked onto County Line Rd.
Sanitary Sewer Construction Inspection Partial 8/8/2017 08/08/2017
Informational
08/08/2017
Brice Lawson 08/08/2017 5:18 PM Redford Construction installed the 15" SDR 26 pipe from MH #60-082 to MH A-1. The installed the base and barrel section for MH A-1. They partially backfilled this trench. It appeared that the trench was being backfilled and compacted in lifts. The marker tape was installed where the trench was backfilled. They plan to surround the open trench with orange fencing.
Install Street and Stop Signs Partial 8/9/2017 08/09/2017
Resolved
02/23/2018
Brice Lawson 08/09/2017 7:56 AM Replace the red end of pavement marker signs that were removed on SW Georgetown at SW Stoney Creek Dr.
Grading/Excavation/Fill Inspection Partial 8/9/2017 08/09/2017
PW-Misc
Informational
08/09/2017
Brice Lawson 08/09/2017 2:45 PM Spalding Excavating began digging the temporary sediment basin. They are stipping and stock piling the top soil on the central part of the site. I spoke with Jason regarding the detention basin and he plans to build it after the cut is made in that location.
Erosion Control Inspection Partial 8/9/2017 08/09/2017
PW-Misc
Resolved
08/09/2017
Brice Lawson 08/07/2017 3:15 PM Repair the west construction entrance as part of it has washed out. Add larger rock to the construction entrances as shown on the construction entrance detail. Brice Lawson 08/09/2017 2:44 PM The west construction entrance has been rebuilt. Remove debris that has been tracked onto County Line Rd. Brice Lawson 08/09/2017 2:44 PM The debris has been removed from the road
PW-Misc
Informational
08/09/2017
Brice Lawson 08/09/2017 2:50 PM Welch was out installing silt fence on the east side of the project to control erosion. This includes areas that are not shown on the plans. Spalding plans to install a mulch berm upstream of the west construction entrance to control erosion.
Sanitary Sewer Construction Inspection Partial 8/9/2017 08/09/2017
Informational
08/09/2017
Brice Lawson 08/09/2017 3:34 PM Redford Construction installed approx. 84' of 15" SDR 26 from MH A-1 towards MH A-2. It appeared that they were installing proper bedding. It appeared that the backfill was being placed and compacted in lifts.
Sanitary Sewer Construction Inspection Partial 8/14/2017 08/15/2017
Informational
08/15/2017
Tom Chandler 08/15/2017 7:13 AM Redford has installed MHA-2 and approximately 20 ft of 15" SDR 26 sanitary main. They dug up existing sanitary line under roadway to check elevaions as well.
Sanitary Sewer Construction Inspection Partial 8/15/2017 at 11:15 AM 08/15/2017
Informational
08/15/2017
Tom Chandler 08/15/2017 12:29 PM Installed Sanitary sewer main 15" SDR 26 heading towards MH A-3.
Sanitary Sewer Construction Inspection Partial 8/10/2017 08/15/2017
Informational
08/15/2017
Installed 15" SDR 26 Sanitary sewer main up to MH A-2. Installed base and a barrell section as well. Installed butyl joint and wrap as well. Backfilled in lifts and dry set cone section.
Sanitary Sewer Construction Inspection Partial 8/11/2017 08/15/2017
Informational
08/15/2017
Installed a joint of pipe out of MH A-2. Backfilled and done clean up along the creek banks between MH A-1 and MH A-2. Contractor only worked half day today.
Sanitary Sewer Construction Inspection Partial 8/15/2017 at 3:15 PM 08/15/2017
Informational
08/15/2017
Tom Chandler 08/15/2017 3:50 PM Installed 15" SDR 26 sanitary sewer main up to MH A-3. Installed MH A-3 base and barrell section. Installed butyl joint and wrap as well. Was back filling today as well. Installed wye for lot 62 as well. Did not install stub line, tarcer wire with anode or trench check.
Sanitary Sewer Construction Inspection Partial 8/16/2017 at 2:30 PM 08/16/2017
Informational
08/16/2017
Brice Lawson 08/16/2017 4:30 PM Redford installed approx.135' of 15" SDR 26 from MH A-3 towards MH A-4. They installed the wyes for lots 63 and 85. It appeared that the pipe was being properly bedded in clean gravel.
Grading/Excavation/Fill Inspection Partial 8/17/2017 at 10:00 AM 08/17/2017
PW-Misc
Informational
08/09/2017
Brice Lawson 08/09/2017 2:45 PM Spalding Excavating began digging the temporary sediment basin. They are stipping and stock piling the top soil on the central part of the site. I spoke with Jason regarding the detention basin and he plans to build it after the cut is made in that location.
PW-Misc
Informational
08/17/2017
Brice Lawson 08/17/2017 10:02 AM Spalding has roughed in the detention basin in the southwest corner of the site. They are performing a fill in the south portion of the site. They have roughed in the temporary sediment basin located on the north edge of the site.
Sanitary Sewer Construction Inspection Partial 8/17/2017 at 8:00 AM 08/17/2017
Informational
08/17/2017
Brice Lawson 08/17/2017 10:22 AM Redford continued installing the 15" SDR 26 between MH A-3 towards MH A-4. They installed the wyes with anodes for lots 64, 86 and 87. They were backfilling part of this main.
Grading/Excavation/Fill Inspection Partial 8/17/2017 at 3:40 AM 08/17/2017
PW-Misc
Informational
08/17/2017
Brice Lawson 08/09/2017 2:45 PM Spalding Excavating began digging the temporary sediment basin. They are stipping and stock piling the top soil on the central part of the site. I spoke with Jason regarding the detention basin and he plans to build it after the cut is made in that location.
PW-Misc
Informational
08/17/2017
Brice Lawson 08/17/2017 10:02 AM Spalding has roughed in the detention basin in the southwest corner of the site. They are performing a fill in the south portion of the site. They have roughed in the temporary sediment basin located on the north edge of the site.
PW-Misc
Informational
08/17/2017
Brice Lawson 08/17/2017 3:45 PM Spalding began stockpiling large rock and dirt west of the temporary sediment basin.
Sanitary Sewer Construction Inspection Partial 8/17/2017 at 1:45 AM 08/17/2017
Informational
08/17/2017
Brice Lawson 08/17/2017 3:24 PM Redford continued installing the 15" SDR 26 between MH A-3 and MH A-4. They connected this pipe to the existing 15" SDR 26 pipe that was previously installed under Stoney Creek Dr. They made these connections with two Strong Back Ferncos. They installed the wye with an anode for lot 65. MH A-1 appears to be 17.5' from top of lid to the FL Out. The plans show this to be at 15'. I brought this to Gene Williams attention and he thought it would fine. I let him know that the pipe would be over 15' deep in this location and he thought it would be fine.
Sanitary Sewer Construction Inspection Partial 8/18/2017 at 10:30 AM 08/18/2017
Informational
08/18/2017
Brice Lawson 08/18/2017 11:56 AM Redford installed the MH frame and lid and wrapped the frame on MH A-2 and MH A-3.
Sanitary Sewer - Invert Partial 8/18/2017 at 10:46 AM 08/18/2017
Informational
08/18/2017
Brice Lawson 08/18/2017 12:02 PM Redford installed the inverts in Manholes: A-1, A-2, A-3 and U-1. They appear to be smooth troweled and built up on the sides 1/2 the diameter of the pipe.
Grading/Excavation/Fill Inspection Partial 3/15/2018 at 1:15 PM 08/18/2017
PW-Misc
Informational
08/17/2017
Brice Lawson 08/09/2017 2:45 PM Spalding Excavating began digging the temporary sediment basin. They are stipping and stock piling the top soil on the central part of the site. I spoke with Jason regarding the detention basin and he plans to build it after the cut is made in that location.
PW-Misc
Informational
08/17/2017
Brice Lawson 08/17/2017 10:02 AM Spalding has roughed in the detention basin in the southwest corner of the site. They are performing a fill in the south portion of the site. They have roughed in the temporary sediment basin located on the north edge of the site.
PW-Misc
Informational
08/17/2017
Brice Lawson 08/17/2017 3:45 PM Spalding began stockpiling large rock and dirt west of the temporary sediment basin.
PW-Misc
Informational
08/18/2017
Brice Lawson 08/18/2017 2:16 PM Spalding was installing a fill what appeared to be lots 68 thru 59. It appeared that the fill was being installed in lifts and compacted with a sheepsfoot. They were excavating a cut along lots 77 thru 81 and along the future Amethyst Dr.
Erosion Control Inspection Failed 8/18/2017 at 1:01 PM 08/18/2017
PW-Misc
Informational
08/09/2017
Brice Lawson 08/09/2017 2:50 PM Welch was out installing silt fence on the east side of the project to control erosion. This includes areas that are not shown on the plans. Spalding plans to install a mulch berm upstream of the west construction entrance to control erosion.
PW-Misc
Corrective Action Required
08/18/2017
Brice Lawson 08/18/2017 2:22 PM Repair the construction entrance on SW Merrymen Dr. There are low spots and mud is being tracked onto Merryman Dr. Remove the debris that is being tracked onto Merryman Dr.
Sanitary Sewer Construction Inspection Partial 8/21/2017 at 9:00 AM 08/21/2017
Informational
08/21/2017
Brice Lawson 08/21/2017 11:08 AM Redford installed the base and barrell section for MH A-4. They tied this MH to the existing 15" SDR 26 sewer pipe that was previously installed and crossed SW Stoney Creek Dr. The base was set on a bed of bedding rock.
Detention Basin Partial 8/21/2017 at 1:00 PM 08/21/2017
Informational
08/21/2017
Brice Lawson 08/21/2017 3:23 PM Redford installed the 3" Faircloth Skimmer in the temparary sediment basin #1. A 2" by 8' schedule 40 pvc barrel was installed. 4" schedule 40 pvc discharge pipe was installed through the dam and daylights approx. 2' north of the toe of the dam slope. Large rock was installed where the pipe daylights. I called Matt with Engineering Solutions to get some information about the rock check, rip rap and length of discharge pipe.
Erosion Control Inspection Partial 8/18/2017 at 11:00 AM 08/21/2017
PW-Misc
Informational
08/18/2017
Brice Lawson 08/09/2017 2:50 PM Welch was out installing silt fence on the east side of the project to control erosion. This includes areas that are not shown on the plans. Spalding plans to install a mulch berm upstream of the west construction entrance to control erosion.
PW-Misc
Corrective Action Required
08/18/2017
Brice Lawson 08/18/2017 2:22 PM Repair the construction entrance on SW Merrymen Dr. There are low spots and mud is being tracked onto Merryman Dr. Remove the debris that is being tracked onto Merryman Dr. Brice Lawson 08/21/2017 3:30 PM The above issues have been resolved.
Site Visit Complete 8/22/2017 at 11:00 AM 08/23/2017
Informational
08/23/2017
Tom Chandler 08/23/2017 7:07 AM No work going on today because of the 6" rain overnight.
Sanitary Sewer Construction Inspection Partial 8/23/2017 at 9:00 AM 08/23/2017
Informational
08/23/2017
Brice Lawson 08/23/2017 9:43 AM Redford is installing the 4" SDR 26 sewer stub for lot 85. It appears that the tracer wire is being installed and the pipe is being bedded in rock. They said the stub is being set at a 2% slope.
Erosion Control Inspection Failed 8/23/2017 at 9:30 AM 08/23/2017
PW-Misc
Informational
08/21/2017
Brice Lawson 08/09/2017 2:50 PM Welch was out installing silt fence on the east side of the project to control erosion. This includes areas that are not shown on the plans. Spalding plans to install a mulch berm upstream of the west construction entrance to control erosion.
PW-Misc
Resolved
08/23/2017
Brice Lawson 08/18/2017 2:22 PM Repair the construction entrance on SW Merrymen Dr. There are low spots and mud is being tracked onto Merryman Dr. Remove the debris that is being tracked onto Merryman Dr. Brice Lawson 08/21/2017 3:30 PM The above issues have been resolved.
PW-Misc
Corrective Action Required
08/23/2017
Brice Lawson 08/23/2017 9:45 AM Repair or perform mantenance to the silt fence on the east side of Stoney Creek Dr where it is leaning and the silt is built up on the fence. Possibly add more silt fence above this to control erosion. Add ESC devices below MH A-2 where there is no erosion control.
Sanitary Sewer Construction Inspection Partial 8/23/2017 at 12:15 PM 08/23/2017
Informational
08/23/2017
Brice Lawson 08/23/2017 12:47 PM Redford installed the sewer stubs for lot 62 and 85. An anode was installed with tracer wire. The tracer wire is being wrapped around a post just above grade. These trenches were being partially backfilled. It appears that the fill was being installed and compacted in lifts. The tracer boxes are not being installed at this time.
Erosion Control Inspection Failed 8/23/2017 at 12:51 PM 08/23/2017
PW-Misc
Informational
08/23/2017
Brice Lawson 08/09/2017 2:50 PM Welch was out installing silt fence on the east side of the project to control erosion. This includes areas that are not shown on the plans. Spalding plans to install a mulch berm upstream of the west construction entrance to control erosion.
PW-Misc
Corrective Action Required
08/23/2017
Brice Lawson 08/23/2017 9:45 AM Repair or perform mantenance to the silt fence on the east side of Stoney Creek Dr where it is leaning and the silt is built up on the fence. Possibly add more silt fence above this to control erosion. Add ESC devices below MH A-2 where there is no erosion control.
PW-Misc
Corrective Action Required
08/23/2017
Brice Lawson 08/23/2017 1:23 PM The north perimeter silt fence located near the temporary sediment basin has been damaged and is leaning. It appears that silt is leaving the site. -Make necessary repairs to make the silt fence effective -Add ESC devices to the east end of the silt fence below the temporary sediment basins where there is no control of erosion.
Sanitary Sewer Construction Inspection Partial 8/23/2017 at 2:45 PM 08/23/2017
Informational
08/23/2017
Brice Lawson 08/23/2017 3:53 PM Redford installed the sewer stub for lot 84. The tracer wire was installed along the top of the stub. The trench checks were installed for lot 84, lot 62 and lot 85.
Erosion Control Inspection Partial 8/30/2017 at 8:00 AM 08/24/2017
PW-Misc
Informational
08/23/2017
Brice Lawson 08/09/2017 2:50 PM Welch was out installing silt fence on the east side of the project to control erosion. This includes areas that are not shown on the plans. Spalding plans to install a mulch berm upstream of the west construction entrance to control erosion.
PW-Misc
Resolved
08/24/2017
Brice Lawson 08/23/2017 9:45 AM Repair or perform mantenance to the silt fence on the east side of Stoney Creek Dr where it is leaning and the silt is built up on the fence. Possibly add more silt fence above this to control erosion. Add ESC devices below MH A-2 where there is no erosion control. Brice Lawson 08/24/2017 9:00 AM - RESOLVED Sections of silt fence have been added above the original silt fence east of SW Stoney Creek Dr. A section of silt fence has been installed below MH A-2 . Some of the silt that was built up in front of the original silt has been removed.
PW-Misc
Corrective Action Required
08/23/2017
Brice Lawson 08/23/2017 1:23 PM The north perimeter silt fence located near the temporary sediment basin has been damaged and is leaning. It appears that silt is leaving the site. -Make necessary repairs to make the silt fence effective -Add ESC devices to the east end of the silt fence below the temporary sediment basins where there is no control of erosion.
Sanitary Sewer Construction Inspection Failed 8/24/2017 at 1:00 PM 08/24/2017
Resolved
12/13/2017
Brice Lawson 08/24/2017 4:17 PM Redford backfilled the road crossing trenches for the sanitary stubs for lots 84, 85 and 62. It appeared that the backfill was being installed and compacted in lifts. Mike with KC Testing was on site to perform compaction tests on the lifts. He was performing a visual inspection on the initial backfill for these trenches up to a point in elevation where it was safe for him to perform moisture/desity testing. The compaction tests for the stub on lot 62 were taken near the connection to the main. These tests are for the compaction tests required for the main. Darrin let me know that the compaction tests for lot 85 trench passed. Mike let me know that some of the compaction tests for lot 84 were below 95%. This trench must be excavated and properly compacted through the road crossing and achieve passing moisture/desity testing.
Sanitary Sewer Construction Inspection Partial 8/24/2017 at 3:00 PM 08/24/2017
Informational
08/24/2017
Brice Lawson 08/24/2017 4:37 PM Redford installed the 15" SDR 26 sanitary main from MH A-4 to approx. STA. 8+40. The wyes and anodes for lots 66,67,88, and 89. The main was embeded in clean rock.
Sanitary Sewer Construction Inspection Partial 8/25/2017 at 10:41 AM 08/25/2017
Informational
08/25/2017
Brice Lawson 08/25/2017 1:28 PM Redford continued laying the 15" SDR 26 sanitary main from MH A-4 towards MH A-5. The wye fittings for lots 68 and 90 have been installed with the anodes. The pipe was being bedded in clean rock and appeared to be bedded properly.
Sanitary Sewer Construction Inspection Partial 8/25/2017 at 1:40 PM 08/25/2017
Informational
08/25/2017
Brice Lawson 08/25/2017 3:42 PM Redford continued installing the 15" SDR 26 sanitary main between MH A-4 and MH A-5 up to approx. STA. 9+40. The wyes and anodes were installed for the stubs for lots 69 and 91. The stub was installed for lot 86. The tracer wire was installed to the ROW on this stub. KC Testing was on site performing a visual inspection of the backfill for lot 86 stub. This was a visual inspection of the backfill under the future road. It appeared that the trench was over 48" wide. The contractor was backfilling with soil and compacting in lifts with a trackhoe bucket.
Sanitary Sewer Construction Inspection Partial 8/28/2017 at 9:00 AM 08/28/2017
Informational
08/28/2017
Brice Lawson 08/28/2017 9:33 AM Redford installed the sanitary stub for lot 63. The tracer wire has been installed and atteached to a board at grade. The stub has been bedded in clean rock. Redford continues to install the 15" sanitary main between MH A-4 and A-5.
Sanitary Sewer Construction Inspection Partial 8/28/2017 at 11:45 AM 08/28/2017
Informational
08/28/2017
Brice Lawson 08/28/2017 12:55 PM Redford installed the sanitary stubs with tracer wire for lots and 65. The tracer wire has been installed and wrapped around a post at grade. The pipes were bedded in clean rock. They installed the wye fittings for lots 70 and 92.
Sanitary Sewer Construction Inspection Partial 8/28/2017 at 2:00 PM 08/28/2017
Informational
08/28/2017
Brice Lawson 08/28/2017 3:32 PM Redford installed the flowfill trench checks on the sanitary sewer stubs for lots 63,64,65,86 and 87. They appeared to be the correct size and appeared to be at least 5' from the main. MH A-5 base and barrell section have been installed. The joint between the two has been wrapped with butyl joint wrap. This MH was shifted approx. 1.5' to the east due to the legth of the incoming pipe. I checked with Gene to make sure this would be ok. They were installing the stub for lot when I left. The pipe was being bedded in clean gravel and the tracer wire was being installed and taped to the pipe.
Sanitary Sewer Construction Inspection Partial 8/29/2017 at 9:30 AM 08/29/2017
Informational
08/29/2017
Brice Lawson 08/29/2017 10:51 AM Redford installed the stub for lot 87. The tracer wire is wrapped around a post at grade. I saw part of this stub being installed on 8/28 and it was being bedded in gravel and the tracer wire was being taped to the pipe. They are working on backfilling the trenches for lots 63, 64,65 86 and 87. It appeared that the fill was being place and compacted in lifts with a track hoe bucket. Darrin informed me that there is a conflict with the FL out elevation shown on the plans for MH A-5. The FL out on sheet 402 is 979.74 and on sheet 403 the FL out is 981.6. The FL in are in conflict as well. Darrin called Eng. Solutions and they are suppose to be on site after lunch to discuss.
Sanitary Sewer Construction Inspection Failed 8/29/2017 at 1:00 PM 08/29/2017
Resolved
11/14/2017
Brice Lawson 08/29/2017 2:32 PM Redford confirmed that the elevation of the 15" sewer main FL out is .3' too high. This leads me to believe that the section of 15" sewer main between MH A-4 and MH A-5 exceeds the allowable 0.1' of tollerance in grade. This section of pipe must be removed and replaced. Brice Lawson 11/14/2017 6:34 AM This issue has been resolved.
Sanitary Sewer Construction Inspection Partial 8/29/2017 at 2:31 PM 08/29/2017
Informational
08/29/2017
Brice Lawson 08/29/2017 3:05 PM Redford installed the sewer stubs for lots 66,67 and 88. It appeared the pipes were being bedded properly in clean rock. The tracer wires have been installed and are wrapped around a post at grade. Redford confirmed the slopes of the stubs to be a 2%. They partially backfilled the stub trench for lot 88. They were digging up the stub trenches for lots 82 and lot 84 to perform moisture/density testing of the backfill at the road crossing. It appeared that the fill was being placed and compacted in lifts. KC Testing is on site to perform the testing.
Sanitary Sewer Construction Inspection Partial 8/30/2017 at 9:00 AM 08/30/2017
Informational
08/30/2017
Brice Lawson 08/30/2017 10:27 AM I met with Travis Ruff, Matt Schlicht and Thomas Hudgens to go over the sanitary plans regarding MH A-5 and the main line segmetn between MH A-4 and MH A-5. This segment has been installed .3' too high in elevation. Matt plans to submit a revised plan to the City that reflects this change in elevation and slope. Redford bacfilled and had compaction tests performed on the road crossing for the sanitary stubs for lots 83 and 87 yesterday.
Grading/Excavation/Fill Inspection Partial 8/31/2017 at 9:00 AM 08/31/2017
PW-Misc
Informational
08/18/2017
Brice Lawson 08/09/2017 2:45 PM Spalding Excavating began digging the temporary sediment basin. They are stipping and stock piling the top soil on the central part of the site. I spoke with Jason regarding the detention basin and he plans to build it after the cut is made in that location.
PW-Misc
Informational
08/18/2017
Brice Lawson 08/17/2017 10:02 AM Spalding has roughed in the detention basin in the southwest corner of the site. They are performing a fill in the south portion of the site. They have roughed in the temporary sediment basin located on the north edge of the site.
PW-Misc
Informational
08/18/2017
Brice Lawson 08/17/2017 3:45 PM Spalding began stockpiling large rock and dirt west of the temporary sediment basin.
PW-Misc
Informational
08/18/2017
Brice Lawson 08/18/2017 2:16 PM Spalding was installing a fill what appeared to be lots 68 thru 59. It appeared that the fill was being installed in lifts and compacted with a sheepsfoot. They were excavating a cut along lots 77 thru 81 and along the future Amethyst Dr.
Informational
08/31/2017
Brice Lawson 08/31/2017 10:16 AM Spalding was performing a cut for Merryman Dr. at the east end near the tie in to existing pavement. They were continuing to grade, fill and compact various areas of the site that appear to be outside the ROW. No grade stakes were present. Redford performed major grading on the east side of SW Stoney Creek Dr. of the ground that was disturbed during the installation of the sanitary sewer and stub lines thus far. Three swales were installed to allow water to properly drain until phase three is constructed. A earth berm was installed upstream of MH A-3 to minimize the amount of water draining across this manhole lid until phase three is constructed. It appears that this area will drain. There is a temporary drain pipe located on the east side of SW Stoney Creek Dr. that runs north and south approx. 27' from the edge of asphalt pavement. I asked Darrin to install some large rock ahead of the inlet side of this pipe to continue to drain this ground as it has until phase 3 is competed.
Sanitary Sewer Construction Inspection Partial 8/31/2017 at 9:46 AM 08/31/2017
Informational
08/31/2017
Brice Lawson 08/31/2017 10:42 AM Redford installed the trench checks on the sewer stubs for lots 66,67, and 88. Flow fill was used for these checks. The stub for lot 89 was partially installed. The tracer wire was being installed and taped to the stub.
Sanitary Sewer Construction Inspection Partial 8/31/2017 at 2:45 PM 08/31/2017
Informational
08/31/2017
Brice Lawson 08/31/2017 4:40 PM Redford installed the sanitary sewer stubs for lots 89, 90, 68, 69 and 70. The tracer wire was installed and the pipe was embeded in clean rock. 4" SDR 26 pipe was used for these stubs. The tracer wires are wrapped around a post at grade. The trench checks were installed using flowable fill.
Sanitary Sewer Construction Inspection Failed 8/31/2017 08/31/2017
Corrective Action Required
08/31/2017
Brice Lawson 08/31/2017 4:44 PM The entire tops of the sanitary manhole lids A-1, A-2, A-3 and U-1 have been painted with green paint. Remove the paint from the lids.
Sanitary Sewer Construction Inspection Partial 9/1/2017 at 9:50 AM 09/01/2017
Informational
09/01/2017
Brice Lawson 09/01/2017 10:22 AM Redford backfilled the sanitary stub road crossings for lots 88 and 89. KC Testing observed this backfill and performed density testing on the backfill. They said that density testing of the trench backfill was performed on Line A at STA. 6+00 and STA. 9+00. Darrin confirmed that these trenches were excavated over 4' in width prior to the backfill being placed. The manhole frame, cover and 2-6" concrete adjustment rings were installed on MH A-4. The measurement from the top of the frame to the FL out is approx. 15.1'. The sewer main trench has been backfilled from MH A-4 to approx. STA. 9+15
Grading/Excavation/Fill Inspection Partial 9/1/2017 at 3:00 PM 09/01/2017
PW-Misc
Informational
08/31/2017
Brice Lawson 08/09/2017 2:45 PM Spalding Excavating began digging the temporary sediment basin. They are stipping and stock piling the top soil on the central part of the site. I spoke with Jason regarding the detention basin and he plans to build it after the cut is made in that location.
PW-Misc
Informational
08/31/2017
Brice Lawson 08/17/2017 10:02 AM Spalding has roughed in the detention basin in the southwest corner of the site. They are performing a fill in the south portion of the site. They have roughed in the temporary sediment basin located on the north edge of the site.
PW-Misc
Informational
08/31/2017
Brice Lawson 08/17/2017 3:45 PM Spalding began stockpiling large rock and dirt west of the temporary sediment basin.
PW-Misc
Informational
09/01/2017
Brice Lawson 09/01/2017 3:42 PM Spalding continues to grade outside the ROW. They were grading, filling and compacting the sump areas north of future Merryman Dr.
Sanitary Sewer Construction Inspection Partial 9/5/2017 at 10:30 AM 09/05/2017
Informational
09/05/2017
Brice Lawson 09/05/2017 10:52 AM Redford installed approx. 30' of 15" SDR 26 sewer pipe. They installed the service wyes for lots 71 and 93. The anodes were installed in the bedding rock where the wye is connected to the sewer main. The sewer main is being bedded in clean gravel. A trench box is being used during pipe installation.
Grading/Excavation/Fill Inspection Partial 9/5/2017 at 10:50 AM 09/05/2017
PW-Misc
Informational
09/01/2017
Brice Lawson 08/09/2017 2:45 PM Spalding Excavating began digging the temporary sediment basin. They are stipping and stock piling the top soil on the central part of the site. I spoke with Jason regarding the detention basin and he plans to build it after the cut is made in that location.
PW-Misc
Informational
09/01/2017
Brice Lawson 08/17/2017 10:02 AM Spalding has roughed in the detention basin in the southwest corner of the site. They are performing a fill in the south portion of the site. They have roughed in the temporary sediment basin located on the north edge of the site.
PW-Misc
Informational
09/01/2017
Brice Lawson 08/17/2017 3:45 PM Spalding began stockpiling large rock and dirt west of the temporary sediment basin.
PW-Misc
Informational
09/01/2017
Brice Lawson 09/01/2017 3:42 PM Spalding continues to grade outside the ROW. They were grading, filling and compacting the sump areas north of future Merryman Dr.
PW-Misc
Informational
09/05/2017
Brice Lawson 09/05/2017 11:01 AM Spalding is grading the area north and east of the permanent detention basin. A sheepsfoot compactor is being used on parts of this area. Redford is removing and hauling excess dirt that is left over after the major grading was completed east of SW Stoney Creek Dr. This grading was performed after sanitary line A and U were installed. The excess dirt is being hauled and stock piled on the west side of the site north of proposed Merryman Dr.
Sanitary Sewer Construction Inspection Partial 9/5/2017 at 3:00 PM 09/05/2017
Informational
09/05/2017
Brice Lawson 09/05/2017 3:17 PM Redford continued installing the 15" sanitary main from MH A-5 toward MH A-6. The service wyes and anodes for lots 72 and 94 have been installed. It appeared that the pipe was being bedded in clean gravel. It appeared that there was 6" of clearance between the trench walls and the O/D of the pipe. Redford continues to remove the excess dirt that is left over after the sanitary mains were installed east of SW Stoney Creek Dr.
Sanitary - Material Verification Failed 9/6/2017 at 12:15 PM 09/06/2017
Resolved
11/14/2017
Brice Lawson 09/06/2017 12:35 PM The concrete flat top lid for manhole D-1 is not equipped with a cast in place manhole ring and cover. A detail for this flat top lid is shown on the details page for these plans. Replace this lid to meet spec. Brice Lawson 11/14/2017 6:35 AM The use of the flat top lid has been approved by City staff.
Sanitary Sewer Construction Inspection Partial 9/6/2017 at 9:55 AM 09/06/2017
Informational
09/06/2017
Brice Lawson 09/06/2017 10:25 AM Redford continues to install the 15" SDR 26 sewer main between MH A-5 and MH A-6. This main has been installed up to approx. STA 12+32. The service wyes and anodes have been installed for lots 73 and 95. The pipe is being bedded in clean rock. It appears that 6" of clearance from O/D of pipe to trench wall is being achieved.
Sanitary Sewer Construction Inspection Partial 9/6/2017 at 3:45 PM 09/06/2017
Informational
09/06/2017
Brice Lawson 09/06/2017 4:15 PM Redford continued installing the 15" SDR 26 sewer main from MH A-5 towards MH A-6. The main was installed up to approx. STA. 13+00. The pipe was being bedded in clean gravel. It appeared that there was 6" clearance from the pipe O/D to the trench walls. The service wye and anode have been installed for lot 74.
Sanitary Sewer Construction Inspection Partial 9/7/2017 at 11:35 AM 09/07/2017
Informational
09/07/2017
Brice Lawson 09/07/2017 11:52 AM Redford has installed the 4" sewer stubs for lots 71, 72, 73, and 91. The areas have been excavated for the trench checks. The tracer wire has been installed. The pipes have been bedded in clean gravel.
Sanitary Sewer Construction Inspection Partial 9/7/2017 at 3:30 PM 09/07/2017
Informational
09/07/2017
Brice Lawson 09/07/2017 3:53 PM Redford installed the sewer stub for lots 92 and 93. The tracer wire has been installed and the pipe was bedded in clean gravel. The trench checks have been installed on the service laterals for lots 71, 72, 73, 74, 92 and 93. The laterals for lots 92 and 93 have been partially backfilled.
Sanitary Sewer Construction Inspection Partial 9/8/2017 at 11:10 AM 09/08/2017
Informational
09/08/2017
Brice Lawson 09/08/2017 12:26 PM Redford backfilled the sewer stub road crossings for lots 91, 92 and 93. KC Testing was on site to perform backfill observation and desity testing on these lines. The sewer main has been backfilled up to approx. STA. 11+35. They installed the cone section, 4" adjustment ring, LS101A frame and LS 101B lid on MH A-5. This was completed and backfilled before I saw the wrap on the joints.
Erosion Control Inspection Partial 9/8/2017 at 11:45 AM 09/08/2017
PW-Misc
Informational
08/24/2017
Brice Lawson 08/09/2017 2:50 PM Welch was out installing silt fence on the east side of the project to control erosion. This includes areas that are not shown on the plans. Spalding plans to install a mulch berm upstream of the west construction entrance to control erosion.
PW-Misc
Corrective Action Required
08/24/2017
Brice Lawson 08/23/2017 1:23 PM The north perimeter silt fence located near the temporary sediment basin has been damaged and is leaning. It appears that silt is leaving the site. -Make necessary repairs to make the silt fence effective -Add ESC devices to the east end of the silt fence below the temporary sediment basins where there is no control of erosion.
PW-Misc
Informational
09/08/2017
Brice Lawson 09/08/2017 12:49 PM Redford installed large rock surrounding the field inlet located just west of the west construction entrance. This was done to help with a washout area near the inlet.
Sanitary Sewer Construction Inspection Partial 9/11/2017 at 10:20 AM 09/11/2017
Informational
09/11/2017
Brice Lawson 09/11/2017 10:47 AM Redford has installed 28' of 15" SDR 26 from approx. STA. 13+00 to approx. STA. 13+28. The pipe is being bedded in clean gravel. It appears that there is 6" of clearance from the O/D of the pipe to the trench walls. They are excavating the trench for the service stub for lot 94.
Sanitary Sewer Construction Inspection Partial 9/11/2017 at 3:00 PM 09/11/2017
Informational
09/11/2017
Brice Lawson 09/11/2017 3:37 PM Redford installed the wyes and anodes for building lots 75 and 96. They continued installing the 15" SDR 26 sewer main up to approx. STA. 13+72. The pipes were being bedded in clean rock. They have encountered a rock shelf in the sewer main trench that is being broken up with a stinger and removed from the trench. There is a shelf of softer stone that is being removed with the hoe bucket.
Sanitary Sewer Construction Inspection Partial 9/12/2017 at 9:00 AM 09/12/2017
Informational
09/12/2017
Brice Lawson 09/12/2017 10:00 AM Redford has installed the 4" sanitary sewer stub for lot 94. The tracer wire has been installed. The pipe was bedded in clean gravel. The contractor says the stubs are being installed at a 2% slope. They installed approx. 24' of 15" SDR 26 up to approx. STA. 13+95. The main is being bedded in clean gravel.
Sanitary Sewer Construction Inspection Partial 9/12/2017 at 2:05 PM 09/12/2017
Informational
09/12/2017
Brice Lawson 09/12/2017 3:08 PM Redford installed approx. 28' of the 15 SDR 26 sanitary main up to approx. STA. 14+23. The pipe was bedded in clean rock. They are removing rock that has been encountered while digging the trench. They are working on installing the 4" SDR 26 service stub for lot 96.
Sanitary Sewer Construction Inspection Partial 9/13/2017 at 12:15 PM 09/13/2017
Informational
09/13/2017
Brice Lawson 09/13/2017 12:38 PM Redford installed the 4" service stub for lot 95. The pipe was covered with clean gravel when I arrived. The pipe has been covered in clean rock. It appears that a tracer wire was ran with the pipe. The end of the tracer wire was brought up to grade. They continue to install the 15" SDR 26 sewer pipe from approx. STA. 14+24 to approx. STA. 14+58.5. The pipe is being bedded in clean gravel. The service wye and anode for lot 76 has been installed. The base and barrell sections for MH A-6 have been installed. The barrells were partially backfilled when I arrived. The joints have been wrapped and the contractor stated that mastic was installed between the pipe sections.
Sanitary Sewer Construction Inspection Partial 9/13/2017 at 3:00 PM 09/13/2017
Informational
09/13/2017
Brice Lawson 09/13/2017 3:22 PM Redford installed the trench checks on the service stubs for lots 94, 95, 96, and 75. They appeared to be built with flowfill material. The 15" SDR 26 sewer main has been installed up to approx. STA. 14+86. The pipe was being bedded in clean gravel.
Sanitary - Material Verification Partial 9/13/2017 at 3:30 PM 09/13/2017
Informational
09/13/2017
Brice Lawson 09/13/2017 3:51 PM Some of the sanitary manholes for lines A, B and C are on site and stock piled on the east side of Amethyst Dr. The manholes have A-Lock gaskets and appear to be coated with a bituminous black coating. The steps that I could see meet the City's spec. The lids and frames appear to meet the City's spec. The 4" and 6" concrete adjustment rings are tongue and groove.
Sanitary Sewer Construction Inspection Partial 9/14/2017 at 11:45 AM 09/14/2017
Informational
09/14/2017
Brice Lawson 09/14/2017 12:17 PM Redford continues to install the 15" SDR 26 sewer pipe between MH A-6 and MH A-7. The pipe is being bedded in clean rock. The sewer stub for lot 76 has been installed with a tracer wire and trench check.
Sanitary Sewer Construction Inspection Partial 9/14/2017 at 3:30 PM 09/14/2017
Informational
09/14/2017
Brice Lawson 09/14/2017 4:10 PM Redford continued installing the 15" SDR 26 sanitary pipe up to approx. STA. 16+00. The pipe was being bedded in clean rock. The encountered a rock shelg while digging this trench that had to be removed. The sewer stub for lot 96 was installed with a tracer wire. The pipe was bedded in clean rock.
Grading/Excavation/Fill Inspection Partial 9/15/2017 at 10:35 AM 09/15/2017
PW-Misc
Informational
09/05/2017
Brice Lawson 08/09/2017 2:45 PM Spalding Excavating began digging the temporary sediment basin. They are stipping and stock piling the top soil on the central part of the site. I spoke with Jason regarding the detention basin and he plans to build it after the cut is made in that location.
PW-Misc
Informational
09/05/2017
Brice Lawson 08/17/2017 10:02 AM Spalding has roughed in the detention basin in the southwest corner of the site. They are performing a fill in the south portion of the site. They have roughed in the temporary sediment basin located on the north edge of the site.
PW-Misc
Informational
09/05/2017
Brice Lawson 08/17/2017 3:45 PM Spalding began stockpiling large rock and dirt west of the temporary sediment basin.
PW-Misc
Informational
09/05/2017
Brice Lawson 09/01/2017 3:42 PM Spalding continues to grade outside the ROW. They were grading, filling and compacting the sump areas north of future Merryman Dr.
PW-Misc
Informational
09/05/2017
Brice Lawson 09/05/2017 11:01 AM Spalding is grading the area north and east of the permanent detention basin. A sheepsfoot compactor is being used on parts of this area. Redford is removing and hauling excess dirt that is left over after the major grading was completed east of SW Stoney Creek Dr. This grading was performed after sanitary line A and U were installed. The excess dirt is being hauled and stock piled on the west side of the site north of proposed Merryman Dr.
PW-Misc
Informational
09/15/2017
Tom Chandler 09/15/2017 11:11 AM Backfill on sanitary sewer main being placed today. No testing has been done today. If testing lab can make it to site today they will backfill (3) roadway crossings.
Sanitary Sewer Construction Inspection Partial 9/18/2017 at 8:10 AM 09/18/2017
Informational
09/18/2017
Brice Lawson 09/18/2017 8:40 AM Redford continues to install the 15" SDR sanitary main between MH A-6 and MH A-7.
Sanitary Sewer Construction Inspection Partial 9/18/2017 at 3:25 PM 09/18/2017
Informational
09/18/2017
Brice Lawson 09/18/2017 3:40 PM Redford installed the manhole base for manhole A-7. They installed the remainder of the 15" sewer main pipe between MH A-6 and MH A-7. They installed the cone section and frame and lid on MH A-6.
Sanitary Sewer Construction Inspection Partial 9/19/2017 at 11:40 AM 09/19/2017
Informational
09/19/2017
Brice Lawson 09/19/2017 12:02 PM Redford has installed manhole base B-1. They installed the 12" SDR 26 from MH A-7 to MH B-1. The pipe is being bedded in clean rock.
Sanitary Sewer Construction Inspection Partial 9/20/2017 at 10:45 AM 09/20/2017
Informational
09/20/2017
Brice Lawson 09/20/2017 11:38 AM Redford has installing the 12" SDR 26 sewer pipe from MH B-1 up to approx. STA. 2+07.84. The pipe is being bedded in clean rock. They installed the wye, stub and anode for the stub for lot 99. They installed the wyes and anodes for lots 97, 81, 75 and 98.
Sanitary Sewer Construction Inspection Partial 9/20/2017 at 3:20 PM 09/20/2017
Informational
09/20/2017
Brice Lawson 09/20/2017 3:40 PM Redford has installed the 12" SDR 26 sewer main up to approx. STA. 2+55 between MH B-1 and MH B-2. The stubs, anodes and tracer wire have been installed for lots 98 and 75. The pipes appear to have been bedded in clean rock.
Sanitary Sewer Construction Inspection Partial 9/21/2017 at 10:00 AM 09/21/2017
Informational
09/21/2017
Brice Lawson 09/21/2017 11:35 AM Redford installed the cone section on MH B-1 with wrap. They installed the barrell and cone section for MH A-7 with wrap. They installed the trench checks on the stubs for lots 97, 99, 98 and 75. They installed the stub, anode and tracer wire on lot 97. The pipes were bedded in clean gravel.
Sanitary Sewer Construction Inspection Partial 9/22/2017 at 11:35 AM 09/22/2017
Informational
09/22/2017
Brice Lawson 09/22/2017 12:10 PM Redford has installed the 12" SDR 26 sewer main between MH B-1 and B-2 up to approx. STA. 3+03. The main is being bedded in clean rock. There is a rock ledge showing in the walls of this trench. The contractor is breaking and removing rock to excavate the trench. The stub, trench check, wye, anode and tracer wire have been installed for lot 80. The stub and trench check have been installed for lot 81. The service wye and anode have been installed for lot 74. The stub for lot 80 was bedded in clean rock. The trench walls of the stub for lot 80 show a shelf of rock running approx. 4' thick. The sewer main has been backfilled from approx. STA. 16+35 to MH A-7. The sewer main has been partially backfilled between MH A-7 and MH B-1. The sewer main has been backfilled from MH A-7 to approx. STA. 2+50.
Sanitary Sewer Construction Inspection Partial 9/25/2017 at 11:30 AM 09/25/2017
Informational
09/25/2017
Brice Lawson 09/25/2017 11:55 AM Redford has installed the 12" SDR 26 sewer main between B-1 and B-2 up to approx. STA. 4+03. The pipe that I saw was being bedded in clean rock. The wye fitting and anode and part of the 4" SDR 26 stub have been installed for lot 79. The wye fitting, stub and tracer wire have been installed for lot 74, The Wye fitting, stub, anode and trench check have been installed for lot 73. The pipes that I saw were being bedded in clean rock.
Sanitary Sewer Construction Inspection Partial 9/25/2017 at 3:35 PM 09/25/2017
Informational
09/25/2017
Brice Lawson 09/25/2017 3:46 PM Redford installed the remainder of the 4" sanitary sewer stub for lot 79. The base and barrell for MH B-2 have been installed. The remainder of the 12" SDR 26 sewer pipe between MH B-1 and B-2 was installed into MH B-2.
Sanitary Sewer Construction Inspection Partial 9/26/2017 at 11:20 AM 09/26/2017
Informational
09/26/2017
Brice Lawson 09/26/2017 11:49 AM Redford has installed the 2nd barrell section for MH B-2. They have installed the 12" SDR 26 sewer pipe from MH B-2 up to approx. STA. 4+59. The 12" pipe that was not covered was being bedded in clean gravel. The wye fittings and anodes have been installed for lots 72 and 78.
Sanitary Sewer Construction Inspection Partial 9/26/2017 at 3:30 AM 09/26/2017
Informational
09/26/2017
Brice Lawson 09/26/2017 3:59 PM Redford installed continued installing the 12" SDR 26 sanitary sewer main between MH B-2 and MH B-3 up to approx. STA. 5+32. The wye fittings and anodes have been installed for lots 71 and 77. The exposed pipe that has not been covered at STA. 5+32 has been bedded in clean rock. There is a ledge of rock that has been encountered while excavating these trenches. The large rock is being removed and seperated from the smaller material.
Sanitary Sewer Construction Inspection Partial 9/27/2017 at 10:15 AM 09/27/2017
Informational
09/27/2017
Brice Lawson 09/27/2017 11:26 AM Redford has installed the 12" sanitary main on line B from approx. STA. 5+32 to STA. 5+76. The wye fittings and anode have been installed for lots 70 and 76. The 4" stubs have been installed for lots 71, 72, and 78. They are excavating the trenches for lot 77. KC Testing was on site performing testing of the trench backfill for lots 78, 79 and 80. It appeared that the backfill was being installed and compacted in lifts.
Grading/Excavation/Fill Inspection Partial 9/27/2017 at 11:31 AM 09/27/2017
PW-Misc
Informational
09/15/2017
Brice Lawson 08/09/2017 2:45 PM Spalding Excavating began digging the temporary sediment basin. They are stipping and stock piling the top soil on the central part of the site. I spoke with Jason regarding the detention basin and he plans to build it after the cut is made in that location.
PW-Misc
Informational
09/15/2017
Brice Lawson 08/17/2017 10:02 AM Spalding has roughed in the detention basin in the southwest corner of the site. They are performing a fill in the south portion of the site. They have roughed in the temporary sediment basin located on the north edge of the site.
PW-Misc
Informational
09/15/2017
Brice Lawson 08/17/2017 3:45 PM Spalding began stockpiling large rock and dirt west of the temporary sediment basin.
PW-Misc
Informational
09/15/2017
Brice Lawson 09/01/2017 3:42 PM Spalding continues to grade outside the ROW. They were grading, filling and compacting the sump areas north of future Merryman Dr.
PW-Misc
Informational
09/15/2017
Brice Lawson 09/05/2017 11:01 AM Spalding is grading the area north and east of the permanent detention basin. A sheepsfoot compactor is being used on parts of this area. Redford is removing and hauling excess dirt that is left over after the major grading was completed east of SW Stoney Creek Dr. This grading was performed after sanitary line A and U were installed. The excess dirt is being hauled and stock piled on the west side of the site north of proposed Merryman Dr.
PW-Misc
Informational
09/15/2017
Tom Chandler 09/15/2017 11:11 AM Backfill on sanitary sewer main being placed today. No testing has been done today. If testing lab can make it to site today they will backfill (3) roadway crossings.
PW-Misc
Corrective Action Required
09/27/2017
Brice Lawson 09/27/2017 11:33 AM I informed Mike with KC Testing, Thomas Hudgens and Darrin that the compaction test reports for the sanitary trenches that have been submitted so far do not have documentation for a visual inspection of the initial backfill that is being placed in the trenches. KC Testing will not perform moisture density testing of trenches that are too deep due to safety reasons. I informed them that the City will need documentation of visual inspections of the backfill of the sanitary trenched up to the point where KC Testing can perform the moisture density testing.
Sanitary Sewer Construction Inspection Partial 9/28/2017 at 9:30 AM 09/28/2017
Informational
09/28/2017
Brice Lawson 09/28/2017 10:09 AM Redford has installed the 12" SDR 26 sewer main up to approx. STA. 6+29 on line B. The stubs and trench checks have been installed for lots 78, 77 72 and 71.
Sanitary Sewer Construction Inspection Partial 9/29/2017 at 11:00 AM 09/29/2017
Informational
09/29/2017
Brice Lawson 09/29/2017 12:12 PM Redford has installed the remaining 12" SDR 26 sewer main on line B into MH B-3. This was approx. 20' of pipe. The base and two barrel sections for MH B-3 have been installed and the joints appear to be sealed. The 12" SDR 26 sewer main has been connected to MH B-3 and installed up to approx. STA. 1+51. The trench check has been installed on the stub for lot 76. The wye fitting, anode and trench check have been installed for lot 70. The wye fittings and anodes have been installed for lots 44, 45, and 69. The inverts have been installed for manholes B-1, A-7, nd A-4.
Sanitary Sewer Construction Inspection Partial 10/2/2017 at 10:45 AM 10/02/2017
Informational
10/02/2017
Brice Lawson 10/02/2017 11:32 AM On Saturday 9/1 Brian Byrd inspected the 12" sanitary main from approx. STA. 1+60 to approx. STA. 3+35. The wyes for lots 46, 47 have been installed. The stubs and trench checks have been installed for lots 44 and 45. The stubs, wyes, trench checks and anodes have been installed for lots 67 and 68. Trench check and stub has been installed for lot 69. The sanitary manhole frames and adjustment rings have been installed on MH A-7, B-1 and B-2.
Sanitary Sewer Construction Inspection Partial 10/2/2017 at 3:30 PM 10/02/2017
Informational
10/02/2017
Brice Lawson 10/02/2017 3:49 PM Redford installed the sewer stub and trench check for lot 46. They installed the trench check for lot 47. They were working on installing the remainder of the sewer stub for lot 47. They were partially backfilling the sewer stub trenches for lots 44 and 45. The area that is not being backfilled is where the proposed road will be. They plan to perform moisture density testing in this area.
Sanitary Sewer Construction Inspection Partial 10/3/2017 at 11:45 AM 10/03/2017
Informational
10/03/2017
Brice Lawson 10/03/2017 12:51 PM Redford has installed the 8" sanitary sewer from MH B-3 to approx. STA. 0+94. Jessie informed me that the lazer is set a 7.14% slope for this 8" main. The wye fitting and anode have been installed for lot 43. The main is being bedded in clean rock. The 8" main trench is being backfilled where it crosses SW Amethyst Dr. and KC Testing is on site performing compaction testing. The 12" main has been installed on line C from approx. STA. 3+35 to approx. STA. 3+91. This main is being bedded in clear rock. The wye and anodes have been installed for lots 66 and 48. The stubs for lots 44, 45, 46, 47 and 69 have been backfilled.
Sanitary Sewer Construction Inspection Partial 10/3/2017 at 2:00 PM 10/03/2017
Informational
10/03/2017
Brice Lawson 10/03/2017 2:49 PM Redford installed the base, barrel and cone section for MH E-1. They installed the remaining 8" SDR 26 sewer main from approx. STA. 0+94 to MH E-1. The wye fitting and anode have been installed for lot 42. This trench was being backfilled in compacted lifts. The base and two barrel sections have been installed for MH C-1. The 12" SDR 26 sewer main pipe has been installed from approx. STA. 3+91 to MH C-1. The pipe was bedded in clean rock. The sewer main on line C from MH B-3 to approx. STA. 3+30 is being backfilled in compacted lifts. I asked the contractor to seperate and remove the large rocks from the trench backfill material.
Sanitary Sewer Construction Inspection Partial 10/4/2017 at 11:30 AM 10/04/2017
Informational
10/04/2017
Brice Lawson 10/04/2017 12:24 PM Redford has installed the sanitary stubs and trench checks for lots 66, 48, 42 and 43. The trenches have been backfilled for lots 48, 66 and 42. The crew said that KC Testing was on site earlier to perform compaction testing on the trench backfill of these sewer stubs. The sewer main trench between MH B-3 and MH C-1 has been backfilled from MH C-1 to approx. STA. 4+00 on sanitary line C. The sewer main trench between MH E-1 and MH b-3 has been backfilled from MH E-1 to approx. STA. 0+25 on sanitary line E.
Erosion Control Inspection Failed 10/9/2017 at 10:00 AM 10/09/2017
PW-Devices for Erosion and Sediment Control
Resolved
11/02/2017
There are problems with the erosion control devices on your site. Brice Lawson 10/09/2017 12:06 PM The silt fence located north of the temp. sediment trap has been damaged and needs to be repaired. Sections of the silt fence along the north perimeter are laying down or silt is built of to the top of the silt fence making it ineffective. Perform maintenance and repair these sections of silt fence.
Sanitary Sewer Construction Inspection Partial 10/9/2017 at 10:26 AM 10/09/2017
Informational
10/09/2017
Brice Lawson 10/09/2017 3:44 PM Redford installed the 12" SDR 26 pipe from MH C-1 to approx. STA. 4+46. The pipe is being bedded in clean rock. The wye fitting and anode have been installed for lots 49 and 65.
Storm Sewer Construction Inspection Partial 10/9/2017 at 11:01 AM 10/09/2017
Informational
10/09/2017
Brice Lawson 10/09/2017 3:47 PM Redford installed CI 6-3 and approx. 100' of the 36" HDPE storm pipe from CI 6-3 towards CI 6-4. The pipe was being bedded in clean rock.
Storm Sewer Construction Inspection Partial 10/9/2017 at 2:15 PM 10/09/2017
Informational
10/09/2017
Brice Lawson 10/09/2017 3:53 PM Today Redford has installed a total of approx. 225' of the 36" HDPE storm pipe from CI 6-3 towards CI 6-4. The HDPE pipe was being bedded in clean rock.
Sanitary Sewer Construction Inspection Partial 10/9/2017 at 2:41 PM 10/09/2017
Informational
10/09/2017
Brice Lawson 10/09/2017 3:55 PM Redford installed the 12" SDR 26 sewer main from approx. STA. 4+46 to approx. STA. 5+20. The wyes and anodes have been installed for lots 64 and 50. The pipe is being bedded in clean rock.
Sanitary Sewer Construction Inspection Partial 10/10/2017 at 10:30 AM 10/10/2017
Informational
10/10/2017
Brice Lawson 10/10/2017 11:38 AM Redford has installed the 12" SDR 26 sanitary sewer main pipe from approx. STA. 5+20 to approx. STA. 6+60. The wye fittings and anodes for lots 62, 63, 51 and 52 have been installed. The 12" pipe has been bedded in clean rock.
Storm Sewer Construction Inspection Partial 10/10/2017 at 11:01 AM 10/10/2017
Informational
10/10/2017
Brice Lawson 10/10/2017 11:41 AM Redford has installed the remainder of the 36" HDPE pipe (approx. 55' 0f 36") from CI 6-3 to CI 6-4. The pipe appeared to be bedded in clean rock. They installed the 36" pipe from CI 6-4 to JB 3-1. The pipe was being bedded in clean rock. There was rock encountered in both of these trenches that had to be broken up and removed prior to pipe installation. I informed Jessie and Darrin with Redford that when the 36" pipe is being installed in a trench that has rock walls, a minimum of 6" of clearance is required from the O/D of the pipe to the rock trench wall. I let them know that the manufacturer ADS recommends a trench width of 64" for a 36" pipe and this would be required for the trenches where there are no rock sidewalls to the trench. I let them know that the bedding rock should be installed to a minimum of 6" over the top of pipe from trench wall to trench wall. They said they understood. JB 3-1 has been installed. It appeared to be set on a bed of clean rock.
Sanitary Sewer Construction Inspection Partial 10/10/2017 at 2:10 PM 10/10/2017
Informational
10/10/2017
Brice Lawson 10/10/2017 2:56 PM Redford installed has installed the 12" sanitary main from approx. STA. 6+60 to STA. 7+21.98. The main is being bedded in clean rock. The wye fittings and anodes have been installed for lots 53 and 61.
Storm Sewer Construction Inspection Partial 10/10/2017 at 2:31 PM 10/10/2017
Informational
10/10/2017
Brice Lawson 10/10/2017 2:59 PM Redford installed FI 3-2 and the HDPE storm pipe from FI 3-2 to JB 3-1. The pipe has been bedded in clean rock. 1-20' section of 30" HDPE pipe has been installed from FI 3-2 towards FI 3-3. Rain has moved in and they are wrapping up work now.
Storm Sewer Construction Inspection Partial 10/11/2017 at 10:01 AM 10/11/2017
Informational
10/11/2017
Brice Lawson 10/11/2017 11:29 AM The standard detail for a field inlet that is included in the approved set of plans show the requirement to have 4" installed in the walls of the field inlet structures. The field inlet structures that have been delivered do have these 4" holes installed in them. I brought this to the attention of Gene Williams. We looked at the approved detail and the current City field inlet detail STM-2. STM-2 does not show a requirement to install any 4" drain holes in the walls of the field inlet. Gene is ok with the 4" holes not being installed for this project. STM-2 detail shows the concrete lid to be pinned to the structure. Gene was ok with me asking the contractor to pin the field inlets for this project. I informed Darrin with Redford on site that the 4" holes would not be required and asked him to pin the concrete lids for the field inlets to the structure walls.
Sanitary Sewer Construction Inspection Partial 10/11/2017 at 10:06 AM 10/11/2017
Informational
10/11/2017
Brice Lawson 10/11/2017 11:39 AM Redford installed the manhole base for MH C-2 and connected the 12" SDR 26 sewer main to it. The 12" sanitary main was installed from approx. STA. 7+21.98 to MH C-2. The main was being bedded in clean rock. The stub and tracer wire have been installed for lots 64, 65, and 49. The trench for the stub for lot 50 was being excavated. The 4" stub pipes were being bedded in clean rock. The stub trench for lot 49 was being partially backfilled outside of the road crossing area. The following information if for the proposed sanitary manhole D-1. Jeff Thorn approved the use of a standard manhole frame and a 6" adjustment ring instead of the ring and cover being cast into the concrete lid as shown on the plans.
Sanitary Sewer Construction Inspection Partial 10/11/2017 at 2:40 PM 10/11/2017
Informational
10/11/2017
Brice Lawson 10/11/2017 3:45 PM Redford installed the 4" SDR 26 sewer stubs for lots 61, 62, 63, 50 and 51. The pipes were being bedded in clean rock. The tracer wire was being installed with the stubs. The trench checks have not been installed for these stubs. The barrel section has been installed on MH C-2. The trench for the stub for lot 52 was being excavated when I left.
Sanitary Sewer Construction Inspection Partial 10/12/2017 at 1:45 PM 10/12/2017
Informational
10/12/2017
Brice Lawson 10/12/2017 2:58 PM Redford installed the wye, stub and trench check for lot 60. The trench check for lot 61, 62, 63 64, 65, 49, 50 and 51 have been installed per the contractor and partially backfilled. The sanitary lateral and trench checks have been installed for lots 52 and 53. The wyes and anodes have been installed for lots 54, 55, 58 and 59. The cone section, frame and lid have been installed on MH C-1. The barrel section has been installed for MH C-3. The 12" sanitary main has been installed from MH C-2 to approx. STA. 9+13. The sewer main was being bedded in clean rock. The sewer main has been backfilled from MH C-2 to approx STA. 5+54.
Storm Sewer Construction Inspection Partial 10/12/2017 at 2:21 PM 10/12/2017
Informational
10/12/2017
Brice Lawson 10/12/2017 3:06 PM Redford installed FI 3-3. The remainder of the HDPE between FI 3-2 and FI 3-3 has been installed. The HDPE pipe has been installed from 3-3 towards 3-4 to approx. STA. 4+80. This pipe was being bedded in clean rock.
Sanitary Sewer Construction Inspection Partial 10/13/2017 at 10:00 AM 10/13/2017
Informational
10/13/2017
Brice Lawson 10/13/2017 10:52 AM Redford installed the 12" sanitary main Line C from approx. STA. 9+13 to approx. STA. 9+72. The pipe is being bedded in clean rock.
Storm Sewer Construction Inspection Partial 10/13/2017 at 10:31 AM 10/13/2017
Informational
10/13/2017
Brice Lawson 10/13/2017 10:54 AM Redford installed the FI 3-4 and FI 3-5. The remaining 24" HDPE pipe was installed between FI 3-3 and FI 3-4. The 18" HDPE pipe has been installed between FI 3-4 and FI 3-5. The collars have been installed on the east and west pipes at FI 3-4. Approx. 90' of 18" HDPE pipe has been installed from FI 3-4 on storm line 8. The pipe has been bedded in clean rock.
Storm Sewer Construction Inspection Partial 10/13/2017 at 3:00 PM 10/13/2017
Informational
10/13/2017
Brice Lawson 10/13/2017 3:38 PM Redford was installing pipe collars and inverts in some of the storm structures on storm line 3 and 6. CI 6-5 has been installed and the 15" HDPE pipe has been installed from CI 6-4 to CI 6-5. The pipe was bedded in clean rock. CI 6-5 appeared to be out of line with the hubs. I pointed this out to Jessie and they were adjusting this CI when I left.
Sanitary Sewer Construction Inspection Partial 10/16/2017 at 12:00 PM 10/16/2017
Informational
10/16/2017
Brice Lawson 10/16/2017 12:30 PM Redford has installed the 12" SDR 26 sewer main from approx. STA. 9+72 to approx. STA. 9+93.14. The pipe was being bedded in clean rock. The base and barrel section for MH C-3 has been installed. The wye fitting and anode for lot 57 has been installed. The sanitary main trench and san stub lines have been backfilled from approx. STA. 5+54 to approx. STA. 6+95.
Storm Sewer Construction Inspection Partial 10/16/2017 at 1:00 PM 10/16/2017
Informational
10/16/2017
Brice Lawson 10/16/2017 2:08 PM Redford has installed CI 6-2 and FES 6-1. The 36" HDPE pipe has been installed connecting these structures. The 36" HDPE pipe has been installed from CI 6-2 to CI 6-3. Collars and inverts have been installed in structures on storm line 6. The toe wall has been installed for FES 6-1.
ESC - (Vegetation/Ground Cover) Failed 10/16/2017 at 2:10 PM 10/16/2017
Corrective Action Required
10/16/2017
Brice Lawson 10/16/2017 2:29 PM On 10/13/17 the area that was disturbed east of SW Stoney Creek Dr. during the sanitary installation has been disced, seeded and straw has been installed over this area. K-31 seed was used. The area is not graded smooth there are ruts and areas that are holding water. It appears that the area was very wet when the discing was done. Some of the slopes of the temporary detention basin have been covered with straw matting. The grade appears to be very rough and not ready for seeding. Make necessary adjustments to the grade prior to seeding.
Sanitary Sewer Construction Inspection Partial 10/17/2017 at 2:45 PM 10/17/2017
Informational
10/17/2017
Brice Lawson 10/17/2017 3:04 PM Redford has installed the base for manhole C-4. The 12" sewer main has been installed from approx. STA. 9+93.14 to MH C-4. The stubs and trench checks have been installed for lots 54, 55, 58 and 59.
Storm Sewer Construction Inspection Partial 10/17/2017 at 3:06 PM 10/17/2017
Informational
10/17/2017
Brice Lawson 10/17/2017 3:28 PM Redford installed FI 8-1 and the invert inside this structure. The 18" HDPE storm pipe has been installed from approx. STA. 0+90 to FI 8-1.
Sanitary Sewer Construction Inspection Partial 10/18/2017 at 11:30 AM 10/18/2017
Informational
10/18/2017
Brice Lawson 10/18/2017 12:35 PM Redford has installed the trench checks for lots 57, 58, 59, 55 and 54. The sanitary lateral has been installed for lot 57. Redford said they installed the inverts on sanitary lines C and E except for MH C-3. MCIB 4K concrete mix was used for the inverts.
Storm Sewer Construction Inspection Partial 10/18/2017 at 12:35 PM 10/18/2017
Informational
10/18/2017
Brice Lawson 10/18/2017 12:57 PM Redford has installed the inverts and interior collars in CI 6-2, 6-3, 6-4 and 6-5.
PW-Cut or fill lift hooks for storm box lids
Corrective Action Required
10/18/2017
Cut or fill all lift hooks on storm box lids.
PW-Grout storm boxes
Corrective Action Required
10/18/2017
All Storm boxes, and storm box lids should be grouted. Install mesh in front of 4" weep holes Install 3/4" rock infront of weep holes as shown on the CI detail Pin the FI lids to the structures Remove 4" knockouts Remove excess concrete from pipes inside the storm structures Grout pipe collars
Sanitary Sewer Construction Inspection Failed 10/19/2017 at 1:30 PM 10/19/2017
Resolved
01/08/2018
Brice Lawson 10/19/2017 2:50 PM THe sanitary main line C has been backfilled from approx. STA. 8+00 to 9+90. The inverts have been installed in manholes C-1, B-3 and E-1. The majority of the manholes need the following: -Fill the lift holes with non shrink grout -Remove excess mastic from joints -Remove excess concrete from sanitary main pipes, steps and frames -Remove green paint from the lids MH C-3-The gap between the barrel section and the cone is over 1/4" -- makd necessary adjustments MH C-1- The invert is too narrow and the adjustment ring is broke - make necessary repairs or adjustments
Water Line - Fire Hydrant Partial 10/23/2017 at 9:21 AM 10/23/2017
Corrective Action Required
10/23/2017
Brice Lawson 10/23/2017 9:26 AM Relocate FH 060-119 to the south side of the existing water main to avoid the proposed sanitary line being located beneath the fire hydrant.
Sanitary Sewer Construction Inspection Partial 10/23/2017 at 8:50 AM 10/23/2017
Informational
10/23/2017
Brice Lawson 10/23/2017 8:52 AM There has been a revision to sanitary sheet C.406. This revision was due to the location of the existing water main. This revision includes a note to allow the sanitary and water main to have a 5' horizontal seperation between the two mains. I asked Gene Williams if this 5' of seperation (instead of 10' of seperation shown in the Dand C Manual) is acceptable. He is ok with this 5' of seperation. This revision also requires the existing FH 060-119 to be relocated to the south side of the existing water main to avoid the sanitary sewer from being located beneath the fire hydrant. The revised plan sheet was delivered to Darrin with Redford Construction.
Sanitary Sewer Construction Inspection Partial 10/24/2017 at 9:15 AM 10/24/2017
Informational
10/24/2017
Brice Lawson 10/24/2017 9:38 AM Redford has installed the 12" SDR 26 sewer main from MH C-3 to the wye fitting for lot 56 on sanitary line D. The anode has been installed for lot 56. The pipe is being bedded in clean rock.
Sanitary Sewer Construction Inspection Partial 10/24/2017 at 3:55 PM 10/24/2017
Informational
10/24/2017
Brice Lawson 10/24/2017 4:30 PM Redford has installed the remainder of the 12" SDR 26 pipe on Sanitary Line D from STA. 0+68.52 to manhole D-1. The base for manhole D-1 has been installed. They have installed approx 36' of the 12" SDR 26 sewer line from MH D-1 towards MH D-2. The pipe was being bedded in clean rock. There was a revision to line D that is dated 10/16/17.
Water Line - Construction Inspection Partial 10/25/2017 at 8:30 AM 10/25/2017
Informational
10/25/2017
Brice Lawson 10/25/2017 10:47 AM Greg with the Water Dept. performed a test water shut down of the existing 12" water main that runs along the north edge of SW County Line Rd. This is near the southwest corner of this site. This shut down was done in preparation of the existing fire hydrant that is called out on the revised sanitary line D plans. The existing valves appeared to work for this shut down.
Sanitary Sewer Construction Inspection Partial 10/25/2017 at 9:31 AM 10/25/2017
Informational
10/25/2017
Brice Lawson 10/25/2017 10:51 AM Redford continues to install the 12" sanitary sewer main on line D.
Sanitary Sewer Construction Inspection Partial 10/25/2017 at 3:00 PM 10/25/2017
Informational
10/25/2017
Brice Lawson 10/25/2017 4:40 PM Redford installed the 12" SDR 26 sewer main from approx. STA. 2+40 to 3+40 on Sanitary Line D. The pipe has been bedded in clean rock. The existing fire hydrant that is called out to be relocated is approx. 3.5' from the new sewer main. I will check with Gene to see if this separation is acceptable or not. The crew was installing inverts in some of the sanitary manholes. The stub and trench check for lot 56 has been installed.
Water Line - Construction Inspection Partial 10/25/2017 at 4:01 PM 10/25/2017
Informational
10/25/2017
Brice Lawson 10/25/2017 4:50 PM Redford Construction potholed the existing 12" water main that runs along the north side of County Line Rd. This is east of Pryor. The water coming from these potholes is very clear and there may be a water leak on this line. I sent an email to Evan Dolan and he said he would investigate.
Storm Sewer Construction Inspection Partial 10/25/2017 at 4:16 PM 10/25/2017
PW-Storm Sewer Inspection
Informational
10/18/2017
Corrections need to be made to the Storm Sewer
Informational
10/25/2017
Brice Lawson 10/25/2017 4:55 PM Redford installed CI 5-3 and approx 80' of 48" HDPE from this curb inlet towards CI 5-4. The CI was set on a bed of clean rock and the pipe was being bedded in clean rock. This section of line is below the street. I let Jessie know that compaction tests should be taken atleast every 50' under a proposed road. This section was being backfilled and KC Testing was on site for compaction testing.
Sanitary Sewer Construction Inspection Partial 10/26/2017 at 10:15 AM 10/26/2017
Informational
10/26/2017
Brice Lawson 10/26/2017 11:45 AM Redford continues to install the 12" SDR 26 sewer main between MH D-1 and D-2.
Erosion Control Inspection Failed 10/26/2017 at 11:16 AM 10/26/2017
Partial Correction
11/02/2017
Brice Lawson 10/26/2017 11:47 AM Replace the silt fence in the southwest corner of the site that was removed during the sanitary sewer installion. Add proper inlet protection around the FI that is located just west of the west construction entrance. I informed Darrin of these issues and he said he would get them done after the grading is done over the new sanitary line. Brice Lawson 11/02/2017 4:02 PM The silt fence has been installed at the southwest corner of the site.
Storm Sewer Construction Inspection Partial 10/27/2017 at 1:00 PM 10/27/2017
Informational
10/27/2017
Brice Lawson 10/27/2017 1:52 PM Redford has installed JB 5-2, CI 5-3, CI 5-4, FI 5-5 and FI 5-6. The 36" pipe has been installed between FI 5-5 and FI 5-6. The 42" pipe has been installed between FI 5-5 and CI 5-4. The 60" pipe has been installed from JB 5-2 to where FES 5-1 will is proposed. FES 5-1 has not been installed at this time. The pipe was being bedded and covered with rock. Some of the exterior collars have been installed on these pipes where they connect to the structures.
Sanitary Sewer Construction Inspection Partial 10/27/2017 at 1:46 PM 10/27/2017
Informational
10/27/2017
Brice Lawson 10/27/2017 2:13 PM Redford has installed the flat top manhole lid on MH D-1. This flat top was approved by Water Utilities. The base for MH D-2 has been installed and the 12" SDR 26 sewer main has been installed from approx. STA. 3+40 to MH D-2. The invert has been installed in MH D-2.
Erosion Control Inspection Failed 10/30/2017 at 10:10 AM 10/30/2017
PW-Misc
Informational
09/08/2017
Brice Lawson 08/09/2017 2:50 PM Welch was out installing silt fence on the east side of the project to control erosion. This includes areas that are not shown on the plans. Spalding plans to install a mulch berm upstream of the west construction entrance to control erosion.
PW-Misc
Resolved
11/02/2017
Brice Lawson 08/23/2017 1:23 PM The north perimeter silt fence located near the temporary sediment basin has been damaged and is leaning. It appears that silt is leaving the site. -Make necessary repairs to make the silt fence effective -Add ESC devices to the east end of the silt fence below the temporary sediment basins where there is no control of erosion.
PW-Misc
Informational
09/08/2017
Brice Lawson 09/08/2017 12:49 PM Redford installed large rock surrounding the field inlet located just west of the west construction entrance. This was done to help with a washout area near the inlet.
PW-Misc
Partial Correction
11/02/2017
Brice Lawson 10/30/2017 11:45 AM Add rock checks to the temporary swales that are located east of temporary sediment basin #1. RESOLVED Grade these temporary swales so that the slopes can be properly vegetated. RESOLVED Add ESC devices as shown on the plans in and around the temp. sediment basin #1 and the swale that drains into this basin. Repair or replace the damaged or innefective ESC devices that have been installed around the storm structures.
ESC - (Vegetation/Ground Cover) Failed 10/30/2017 at 11:11 AM 10/30/2017
Corrective Action Required
10/30/2017
Brice Lawson 10/30/2017 11:52 AM Properly stabilize the inacitve areas on this site.
Sanitary Sewer - Air Test Partial 10/31/2017 at 1:00 PM 10/31/2017
Informational
10/31/2017
Brice Lawson 10/31/2017 3:00 PM Redford performed a pressure test on Line U from MH U-1 to MH U2. After the test was completed it was determined that the contractor could not verify that the pressure gauge calibration paperwork was for the gauge that was used for this test. The contractor is going to get a different gauge or verify that the model number for the gauge that was used goes with calibration verification paperwork.
Sanitary Sewer - Vacuum Partial 10/31/2017 at 1:31 PM 10/31/2017
Informational
10/31/2017
Brice Lawson 10/31/2017 3:09 PM Redford attempted to perform a vacuum test on MH U-1. The test never began as there appeared to be a leak.
Sanitary Sewer - Air Test Partial 11/1/2017 at 8:00 AM 11/01/2017
Informational
11/01/2017
Brice Lawson 11/01/2017 4:05 PM On 10/31 Redford performed an air test on sanitary line U from new MH U-1 to MH U-2. The gauge calibration was verified on 11/1 by the paperwork that Redford provided. The line was tested for 8:31 and passed the test. Today: Line A was air tested from MH A-1 to Existing City MH #60-082 for 14:10. Begining pressure was 4psi and the ending pressure was 4psi. This test passed. Line A was air tested from MH A-1 to MH A-2 for 14:10. Begining pressure was 3.5psi and the ending pressure was 3.45psi. This test passed. Line A was air tested from MH A-2 to MH A-3. Begining pressure was 3.5psi and the ending pressure was 3.4psi. This test passed.
Miscellaneous PWORKS Inspection Passed 11/2/2017 at 11:30 AM 11/02/2017
Informational
11/02/2017
Brice Lawson 11/02/2017 12:34 PM On 11/1/17 Redford performed testing of the sanitary sewer stub tracer wires for lots 60,61,62,63,64,65,66,67,68,69,70,71,82,83,84,85, 86,87,88,89,90,91,92 and 93. A locate tool was connected to a screw on each lateral tracer box and the tracer wire was locatable to the sewer main. The tracer wire boxes for these lots are attached to a green colored 2" by 4" vertical board with duct tape.
Erosion Control Inspection Partial 10/30/2017 at 10:15 AM 11/02/2017
PW-Devices for Erosion and Sediment Control
Resolved
11/02/2017
There are problems with the erosion control devices on your site. Brice Lawson 10/09/2017 12:06 PM The silt fence located north of the temp. sediment trap has been damaged and needs to be repaired. Sections of the silt fence along the north perimeter are laying down or silt is built of to the top of the silt fence making it ineffective. Perform maintenance and repair these sections of silt fence.
Storm Sewer Construction Inspection Partial 11/2/2017 at 1:00 PM 11/02/2017
Informational
11/02/2017
Brice Lawson 11/02/2017 4:04 PM FES 5-1 and toewall have been installed. It appears that the toewall was installed per the detail. The adjustment ring, frame and lid have been installed with mastic between the joints on JB 5-5.
Sanitary Sewer - Air Test Passed 11/3/2017 at 10:30 AM 11/03/2017
Informational
11/03/2017
Brice Lawson 11/03/2017 1:47 PM Redford performed air testing on the following line segments. MH A-3 to MH A-4 - 15" Sewer Main Begining Pressure 3.75 psi Ending Pressure 3.75 psi Test Time 27:04 Test Passed MH A-4 to MH A-5 - 15" Sewer Main Begining Pressure 3.7 Ending Pressure 3.65 Test Time 32:51 Test Passed
Sanitary Sewer - Vacuum Failed 11/3/2017 at 10:00 AM 11/03/2017
PW-Sanitary Sewer Testing
Resolved
11/14/2017
Brice Lawson 11/01/2017 4:21 PM On 10/31 Redford attempted to vac test MH U-1 but the vac of 10" of mercury was not achieved due to a leak. Make proper corrections and perform test MH A-1, Redford attempted to vac test but the vac of 10" of mercury was not achieved due to a leak. It appears there is a leak at the adjustment ring joint. Make proper corrections and perform test. MH A-2, Vac test was performed for 2.5 minutes. Test started at 10" of mercury and ended at 9.5" of mercury. This test passed. MH A-3, Redford attempted to vac test but the vac of 10" of mercury was not achieved due to a leak. It appears there is a leak at the adjustment ring joint. Make proper corrections and perform test.
Resolved
11/14/2017
Brice Lawson 11/03/2017 1:55 PM MH A-4 and MH A-5 Redford attempted a vacuum test on these two manholes but a vacuum of 10" of mercury was not achieved. Perform vac testing on these manholes Brice Lawson 11/14/2017 6:40 AM The joints between the adjustment rings have been grouted for MH A-4 and MH A-5. Bryan Byrd witnessed a vacuum test on these two manholes on 11-9-17 and the tests passed.
Storm Sewer Construction Inspection Partial 11/6/2017 at 2:35 PM 11/06/2017
Informational
11/06/2017
Brice Lawson 11/06/2017 3:21 PM Redford has installed CI 2-1, CI 2-2 and the 36" HDPE storm pipe that connects the two. The pipe is being bedded in clean gravel. The east wall of the existing FI that is located west of CI 2-1 has been removed to install the new pipe and collar. The existing 12" water main is approx. 1'3" from the back edge of CI 2-2. There will not be a 10' seperation between the existing water main and the 36" HDPE storm pipe that runs from CI 2-2 to FI 2-3. Gene Williams approved (by a phone conversation) the minimal seperation between these pipes and structures.
Storm Sewer Construction Inspection Partial 11/6/2017 at 8:30 AM 11/06/2017
Informational
11/06/2017
Brice Lawson 11/06/2017 4:22 PM I delivered revised plans for sheets C.301 and C.302 to Darrin with Redford Construction.
Sanitary Sewer - Air Test Failed 11/7/2017 at 9:00 AM 11/07/2017
Resolved
12/13/2017
Brice Lawson 11/07/2017 11:51 AM Redford tested the 15" sanitary main MH A-5 to MH A-6 The first time the line was pressurized a leak was noticed and the test was stopped. The second test started at 3.65 psi and ended at 2.45 psi. Test Time: 33:58 Failed Test The third test started at 3.7 psi and ended at 2.45 psi Test time: 33:58 Failed Test Make necessary corrections and retest this line segment. Brice Lawson 12/13/2017 7:50 AM On 12/5/17 Brian Byrd witnessed an air test of this line segment and the test passed. RESOLVED
Storm Sewer Construction Inspection Partial 11/7/2017 at 3:45 PM 11/07/2017
Informational
11/07/2017
Brice Lawson 11/07/2017 4:17 PM Redford installed the exterior pipe collars on CI 2-1 andCI 2-2. FI 2-3 has been installed. The exterior collars and invert have been installed at FI 2-3. The 36" HDPE storm pipe has been installed between CI 2-2 and FI 2-3. Approx. 160' of 30" HDPE has been installed from FI 2-3 to the east. It appears that the pipe is being bedded in clean rock. The HDPE pipe is being back filled as it is installed. I mentioned to the contractor that compaction testing needs to be completed on the backfill of the storm sewer trenches.
Sanitary Sewer - Vacuum Failed 11/7/2017 11/07/2017
Informational
11/07/2017
Brice Lawson 11/07/2017 4:32 PM Bryan Byrd witnessed vacuum testing on the following manholes: MH A-7 Test Passed MH B-1 Test Passed
Resolved
11/14/2017
Brice Lawson 11/07/2017 4:34 PM Bryan Byrd witnessed a vacuum test on MH A-6. This test failed. Make necessary repairs and retest. Brice Lawson 11/14/2017 6:42 AM The joint between the adjustment ring has been grouted. On 11-9-17 Bryan Byrd witnessed a vacuum test on MH A-6 and the test passed.
Storm Sewer Construction Inspection Partial 11/8/2017 at 11:40 AM 11/08/2017
Informational
11/08/2017
Brice Lawson 11/08/2017 11:50 AM Redford has installed the base section for FI 2-5 on storm line 2. The remainder of the 24" HDPE storm pipe between FI 2-4 and FI 2-5 has been installed. This is approx. 212' of 24" HDPE storm pipe. Approx. 20' of the 24" HDPE pipe has been installed from FI 2-5 to the east. The HDPE pipe that is exposed appears to be bedded in clean rock. The trench between FI 2-4 and FI 2-5 is being backfilled.
Sanitary Sewer - Vacuum Partial 11/8/2017 11/08/2017
Informational
11/08/2017
Brice Lawson 11/08/2017 3:43 PM Redford grouted the joints between the adjustment rings and performed vacuum testing on the following manholes. Bryan Byrd witnessed these tests. MH A-1 Passed MH U-1 Passed MH A-3 Passed MH A-4 Passed
Storm Sewer Construction Inspection Partial 11/8/2017 at 2:01 PM 11/08/2017
Informational
11/08/2017
Brice Lawson 11/08/2017 4:36 PM Redford installed FI 2-6 on storm line 2. The remainder of the 24" HDPE pipe has been installed between FI 2-5 and FI 2-6. The exterior pipe collars have been installed on the east and west pipes at FI 2-5. The invert and the exterior pipe collar has been installed at FI 2-6. The pipe that is exposed has bedding gravel below and above the pipe.
Storm Sewer Construction Inspection Partial 11/9/2017 at 9:20 AM 11/09/2017
Informational
11/09/2017
Brice Lawson 11/09/2017 9:50 AM The top section of FI 2-5 has been installed. It appears that mastic was installed to seal the joint between the top and bottom sections. Approx. 40' of 24" HDPE storm pipe has been installed with the bell end facing upstream from FI 2-5 towards CI 4-1. The HDPE pipe is being bedded in clean rock.
Water Line - Construction Inspection Partial 11/10/2017 at 11:00 AM 11/10/2017
PW-Main inspection
Informational
11/10/2017
Brice Lawson 11/10/2017 11:30 AM Redford installed 40' of 8" C900 water main with tracer wire and water line marker tape. The line appeared to be installed at least 42" from current grade. The pipe was bedded in clean rock. This line was installed on water line 1 from approx. STA. 11+48 to approx. STA. 11+88. The line was being backfilled in lifts. The trench was opened up over 48" wide and KC Testing was on site to perform compaction testing.
Storm Sewer Construction Inspection Partial 11/10/2017 at 10:00 AM 11/10/2017
PW-Storm Sewer Inspection
Informational
11/10/2017
Brice Lawson 11/10/2017 11:35 AM Redford has installed CI 4-1, CI 4-2, CI 4-3 and CI 4-4. The 15" HDPE storm pipe has been installed between CI 4-4 and CI 4-3. The 18" HDPE pipe has been installed between CI 4-3 and CI 4-2. The 24" HDPE pipe has been installed between CI 4-2 and CI 4-1. The remainder of the 24" HDPE storm pipe has been installed between CI 4-1 and FI 2-5. There is approx. 30" of clearance between the existing 12" water main and the 24" storm pipe at the water main crossing on storm line 4. This crossing is just north of FI 2-5. The exterior collars have been installed on CI 4-1 and CI 4-2. The exterior collar on the west pipe at CI 4-4 has been installed. The north pipe collar and invert have been installed at FI 2-5. The west exterior pipe collar has been installed at CI 2-1. The concrete lids have been installed on FI 2-3, FI 2-4 and FI 2-6.
Water Line - Construction Inspection Partial 11/10/2017 at 2:40 PM 11/10/2017
PW-Main inspection
Informational
11/10/2017
Brice Lawson 11/10/2017 11:30 AM Redford installed 40' of 8" C900 water main with tracer wire and water line marker tape. The line appeared to be installed at least 42" from current grade. The pipe was bedded in clean rock. This line was installed on water line 1 from approx. STA. 11+48 to approx. STA. 11+88. The line was being backfilled in lifts. The trench was opened up over 48" wide and KC Testing was on site to perform compaction testing.
PW-Main inspection
Informational
11/10/2017
Brice Lawson 11/10/2017 2:57 PM Redford installed 40' of 8" C900 water line on water line 1 from STA 3+25 to STA. 3+65. Tracer wire and bury tape have been installed with this water line.
Water Line - Construction Inspection Partial 11/13/2017 at 10:00 AM 11/13/2017
PW-Main inspection
Informational
11/10/2017
Brice Lawson 11/10/2017 11:30 AM Redford installed 40' of 8" C900 water main with tracer wire and water line marker tape. The line appeared to be installed at least 42" from current grade. The pipe was bedded in clean rock. This line was installed on water line 1 from approx. STA. 11+48 to approx. STA. 11+88. The line was being backfilled in lifts. The trench was opened up over 48" wide and KC Testing was on site to perform compaction testing.
PW-Main inspection
Informational
11/10/2017
Brice Lawson 11/10/2017 2:57 PM Redford installed 40' of 8" C900 water line on water line 1 from STA 3+25 to STA. 3+65. Tracer wire and bury tape have been installed with this water line.
PW-Main inspection
Informational
11/13/2017
Brice Lawson 11/13/2017 11:47 AM Redford installed the 8" C900 water line with tracer wire for water line 1 from approx. STA. 0+29.17 to STA. 1+39.99. The Tee fitting has been installed at STA. 1+39.99.
Water Line - Construction Inspection Partial 11/13/2017 at 2:10 PM 11/13/2017
PW-Main inspection
Informational
11/13/2017
Brice Lawson 11/10/2017 11:30 AM Redford installed 40' of 8" C900 water main with tracer wire and water line marker tape. The line appeared to be installed at least 42" from current grade. The pipe was bedded in clean rock. This line was installed on water line 1 from approx. STA. 11+48 to approx. STA. 11+88. The line was being backfilled in lifts. The trench was opened up over 48" wide and KC Testing was on site to perform compaction testing.
PW-Main inspection
Informational
11/13/2017
Brice Lawson 11/10/2017 2:57 PM Redford installed 40' of 8" C900 water line on water line 1 from STA 3+25 to STA. 3+65. Tracer wire and bury tape have been installed with this water line.
PW-Main inspection
Informational
11/13/2017
Brice Lawson 11/13/2017 11:47 AM Redford installed the 8" C900 water line with tracer wire for water line 1 from approx. STA. 0+29.17 to STA. 1+39.99. The Tee fitting has been installed at STA. 1+39.99.
PW-Main inspection
Informational
11/13/2017
Brice Lawson 11/13/2017 2:46 PM Redford installed the 8" gate valve on line 2 near STA. 0+00. Approx. 74' of C900 water line has been installed from STA. 0+00 to approx. STA. 0+74. Tracer wire has been installed with this pipe and utility marker tape is being installed in the trench. Two vertical 45 degree bend fittings have been installed with rebar loops around the fittings. The rebar loops have been installed in a thrust block below the 45 degree fittings. KC Testing is on site to observe compaction testing for the water line. The DI fittings have been wrapped in 12 mil poly wrap and the T bolts have been sprayed with an undercoating. A thrust block has been installed on the 45 degree bend fitting on line 1 at STA.0+95.15. MCIB WA610 concrete was used for the thrust blocks.
Sanitary Sewer - Vacuum Passed 11/1/2017 at 10:31 AM 11/14/2017
PW-Sanitary Sewer Testing
Resolved
11/14/2017
Brice Lawson 11/01/2017 4:21 PM On 10/31 Redford attempted to vac test MH U-1 but the vac of 10" of mercury was not achieved due to a leak. Make proper corrections and perform test MH A-1, Redford attempted to vac test but the vac of 10" of mercury was not achieved due to a leak. It appears there is a leak at the adjustment ring joint. Make proper corrections and perform test. MH A-2, Vac test was performed for 2.5 minutes. Test started at 10" of mercury and ended at 9.5" of mercury. This test passed. MH A-3, Redford attempted to vac test but the vac of 10" of mercury was not achieved due to a leak. It appears there is a leak at the adjustment ring joint. Make proper corrections and perform test. Brice Lawson 11/14/2017 6:37 AM The joints for the adjustment rings for MH A-1, A-2 and U-1 have been grouted and retested on 11-9-17. Bryan Byrd witnessed the vac tests and the tests passed.
Sanitary Sewer - Vacuum Partial 11/9/2017 11/14/2017
PW-Misc
Informational
11/14/2017
Brice Lawson 11/14/2017 6:45 AM On 11-9-17 Bryan Byrd witnessed vacuum testin on the following manholes: MH A-5 - Test Passed MH A-6 - Test Passed MH B-1 - Test Passed MH B-2 - Test Passed MH B-3 - Test Passed
Sanitary Sewer - Air Test Partial 11/7/2017 11/14/2017
Informational
11/07/2017
Brice Lawson 11/07/2017 4:31 PM Bryan Byrd witnessed air testing on the following line sanitary sewer line segments. MH A-6 to MH A-7 Test Passed MH A-7 to MH B-1 Test Passed
Sanitary Sewer - Air Test Partial 11/9/2017 11/14/2017
PW-Misc
Informational
11/14/2017
Brice Lawson 11/14/2017 6:52 AM On 11-9-17 Bryan Byrd witnessed air testing on the following sanitary sewer line segments. MH B-1 to MH B-2 Test Passed MH B-2 to MH B-3 Test Passed
Water Line - Construction Inspection Partial 11/14/2017 at 1:00 PM 11/14/2017
PW-Main inspection
Informational
11/13/2017
Brice Lawson 11/10/2017 11:30 AM Redford installed 40' of 8" C900 water main with tracer wire and water line marker tape. The line appeared to be installed at least 42" from current grade. The pipe was bedded in clean rock. This line was installed on water line 1 from approx. STA. 11+48 to approx. STA. 11+88. The line was being backfilled in lifts. The trench was opened up over 48" wide and KC Testing was on site to perform compaction testing.
PW-Main inspection
Informational
11/13/2017
Brice Lawson 11/10/2017 2:57 PM Redford installed 40' of 8" C900 water line on water line 1 from STA 3+25 to STA. 3+65. Tracer wire and bury tape have been installed with this water line.
PW-Main inspection
Informational
11/13/2017
Brice Lawson 11/13/2017 11:47 AM Redford installed the 8" C900 water line with tracer wire for water line 1 from approx. STA. 0+29.17 to STA. 1+39.99. The Tee fitting has been installed at STA. 1+39.99.
PW-Main inspection
Informational
11/13/2017
Brice Lawson 11/13/2017 2:46 PM Redford installed the 8" gate valve on line 2 near STA. 0+00. Approx. 74' of C900 water line has been installed from STA. 0+00 to approx. STA. 0+74. Tracer wire has been installed with this pipe and utility marker tape is being installed in the trench. Two vertical 45 degree bend fittings have been installed with rebar loops around the fittings. The rebar loops have been installed in a thrust block below the 45 degree fittings. KC Testing is on site to observe compaction testing for the water line. The DI fittings have been wrapped in 12 mil poly wrap and the T bolts have been sprayed with an undercoating. A thrust block has been installed on the 45 degree bend fitting on line 1 at STA.0+95.15. MCIB WA610 concrete was used for the thrust blocks.
PW-Main inspection
Informational
11/14/2017
Brice Lawson 11/14/2017 1:23 PM Redford installed an 8" Clow gate valve just west of the Tee fitting located at STA. 0+00 on water line 2. A 1' piece of C900 was installed between the valve and the tee fitting. A thrust block has been installed on the tee fitting. A tracer wire has been installed over to the tee fitting.
Storm Sewer Construction Inspection Partial 11/14/2017 at 1:16 PM 11/14/2017
PW-Storm Sewer Inspection
Informational
11/10/2017
Brice Lawson 11/10/2017 11:35 AM Redford has installed CI 4-1, CI 4-2, CI 4-3 and CI 4-4. The 15" HDPE storm pipe has been installed between CI 4-4 and CI 4-3. The 18" HDPE pipe has been installed between CI 4-3 and CI 4-2. The 24" HDPE pipe has been installed between CI 4-2 and CI 4-1. The remainder of the 24" HDPE storm pipe has been installed between CI 4-1 and FI 2-5. There is approx. 30" of clearance between the existing 12" water main and the 24" storm pipe at the water main crossing on storm line 4. This crossing is just north of FI 2-5. The exterior collars have been installed on CI 4-1 and CI 4-2. The exterior collar on the west pipe at CI 4-4 has been installed. The north pipe collar and invert have been installed at FI 2-5. The west exterior pipe collar has been installed at CI 2-1. The concrete lids have been installed on FI 2-3, FI 2-4 and FI 2-6.
PW-Storm Sewer Inspection
Informational
11/14/2017
Brice Lawson 11/14/2017 1:36 PM Redford installed CI 4-5 and the 15" HDPE storm pipe from CI 4-5 to CI 4-4. The invert and east exterior pipe collar has been installed at CI 4-4. The west pipe collar and invert were being installed.
Storm Sewer Construction Inspection Partial 11/15/2017 at 9:30 AM 11/15/2017
PW-Storm Sewer Inspection
Informational
11/14/2017
Brice Lawson 11/10/2017 11:35 AM Redford has installed CI 4-1, CI 4-2, CI 4-3 and CI 4-4. The 15" HDPE storm pipe has been installed between CI 4-4 and CI 4-3. The 18" HDPE pipe has been installed between CI 4-3 and CI 4-2. The 24" HDPE pipe has been installed between CI 4-2 and CI 4-1. The remainder of the 24" HDPE storm pipe has been installed between CI 4-1 and FI 2-5. There is approx. 30" of clearance between the existing 12" water main and the 24" storm pipe at the water main crossing on storm line 4. This crossing is just north of FI 2-5. The exterior collars have been installed on CI 4-1 and CI 4-2. The exterior collar on the west pipe at CI 4-4 has been installed. The north pipe collar and invert have been installed at FI 2-5. The west exterior pipe collar has been installed at CI 2-1. The concrete lids have been installed on FI 2-3, FI 2-4 and FI 2-6.
PW-Storm Sewer Inspection
Informational
11/14/2017
Brice Lawson 11/14/2017 1:36 PM Redford installed CI 4-5 and the 15" HDPE storm pipe from CI 4-5 to CI 4-4. The invert and east exterior pipe collar has been installed at CI 4-4. The west pipe collar and invert were being installed.
PW-Storm Sewer Inspection
Informational
11/15/2017
Brice Lawson 11/15/2017 10:27 AM Redford is cutting into the west side of the existing City FI on Storm line 1. The hole is being made to accept a 42" storm pipe.
Grading/Excavation/Fill Inspection Partial 11/15/2017 at 10:01 AM 11/15/2017
PW-Misc
Informational
09/27/2017
Brice Lawson 08/09/2017 2:45 PM Spalding Excavating began digging the temporary sediment basin. They are stipping and stock piling the top soil on the central part of the site. I spoke with Jason regarding the detention basin and he plans to build it after the cut is made in that location.
PW-Misc
Informational
09/27/2017
Brice Lawson 08/17/2017 10:02 AM Spalding has roughed in the detention basin in the southwest corner of the site. They are performing a fill in the south portion of the site. They have roughed in the temporary sediment basin located on the north edge of the site.
PW-Misc
Informational
09/27/2017
Brice Lawson 08/17/2017 3:45 PM Spalding began stockpiling large rock and dirt west of the temporary sediment basin.
PW-Misc
Informational
09/27/2017
Brice Lawson 09/01/2017 3:42 PM Spalding continues to grade outside the ROW. They were grading, filling and compacting the sump areas north of future Merryman Dr.
PW-Misc
Informational
09/27/2017
Brice Lawson 09/05/2017 11:01 AM Spalding is grading the area north and east of the permanent detention basin. A sheepsfoot compactor is being used on parts of this area. Redford is removing and hauling excess dirt that is left over after the major grading was completed east of SW Stoney Creek Dr. This grading was performed after sanitary line A and U were installed. The excess dirt is being hauled and stock piled on the west side of the site north of proposed Merryman Dr.
PW-Misc
Informational
09/27/2017
Tom Chandler 09/15/2017 11:11 AM Backfill on sanitary sewer main being placed today. No testing has been done today. If testing lab can make it to site today they will backfill (3) roadway crossings.
PW-Misc
Corrective Action Required
09/27/2017
Brice Lawson 09/27/2017 11:33 AM I informed Mike with KC Testing, Thomas Hudgens and Darrin that the compaction test reports for the sanitary trenches that have been submitted so far do not have documentation for a visual inspection of the initial backfill that is being placed in the trenches. KC Testing will not perform moisture density testing of trenches that are too deep due to safety reasons. I informed them that the City will need documentation of visual inspections of the backfill of the sanitary trenched up to the point where KC Testing can perform the moisture density testing.
PW-Misc
Informational
11/15/2017
Brice Lawson 11/15/2017 10:30 AM A crew is using a blade and a scraper and has began final grading and shaping of the proposed road subgrade on Merryman Ln and Amethyst Dr.
Storm Sewer Construction Inspection Partial 11/16/2017 at 10:45 AM 11/16/2017
PW-Storm Sewer Inspection
Informational
11/15/2017
Brice Lawson 11/10/2017 11:35 AM Redford has installed CI 4-1, CI 4-2, CI 4-3 and CI 4-4. The 15" HDPE storm pipe has been installed between CI 4-4 and CI 4-3. The 18" HDPE pipe has been installed between CI 4-3 and CI 4-2. The 24" HDPE pipe has been installed between CI 4-2 and CI 4-1. The remainder of the 24" HDPE storm pipe has been installed between CI 4-1 and FI 2-5. There is approx. 30" of clearance between the existing 12" water main and the 24" storm pipe at the water main crossing on storm line 4. This crossing is just north of FI 2-5. The exterior collars have been installed on CI 4-1 and CI 4-2. The exterior collar on the west pipe at CI 4-4 has been installed. The north pipe collar and invert have been installed at FI 2-5. The west exterior pipe collar has been installed at CI 2-1. The concrete lids have been installed on FI 2-3, FI 2-4 and FI 2-6.
PW-Storm Sewer Inspection
Informational
11/15/2017
Brice Lawson 11/14/2017 1:36 PM Redford installed CI 4-5 and the 15" HDPE storm pipe from CI 4-5 to CI 4-4. The invert and east exterior pipe collar has been installed at CI 4-4. The west pipe collar and invert were being installed.
PW-Storm Sewer Inspection
Informational
11/15/2017
Brice Lawson 11/15/2017 10:27 AM Redford is cutting into the west side of the existing City FI on Storm line 1. The hole is being made to accept a 42" storm pipe.
PW-Storm Sewer Inspection
Informational
11/16/2017
Brice Lawson 11/16/2017 11:25 AM Redford has installed the FI 1-1 and they are installing the 42" HDPE storm pipe between FI 1-1 and FI 1-2.
Sanitary Sewer - Air Test Partial 11/20/2017 at 8:00 AM 11/20/2017
PW-Misc
Informational
11/14/2017
Brice Lawson 11/14/2017 6:52 AM On 11-9-17 Bryan Byrd witnessed air testing on the following sanitary sewer line segments. MH B-1 to MH B-2 Test Passed MH B-2 to MH B-3 Test Passed
PW-Misc
Informational
11/20/2017
Brice Lawson 11/20/2017 12:24 PM Redford performed air testing on the following line segements: Cherne Gauge Cal. Date 10/31/17 MH E-1 to MH B-3 Start press. 3.9 psi End press. 3.85 psi Test Duration 7:34 Test Passed MH B-3 to MH C-1 Start press 3.65 psi End press 3.5 psi Test Duration 23:01 Test passed
PW-Sanitary Sewer Testing
Corrective Action Required
11/20/2017
Brice Lawson 11/20/2017 12:27 PM Redford attempted to test the main segment from MH C-1 to MH C-2. The test did not start as the minimum test pressure could not be achieved. Make necessary corrections and test this line segment.
Sanitary Sewer - Vacuum Partial 11/20/2017 at 10:30 AM 11/20/2017
PW-Misc
Informational
11/14/2017
Brice Lawson 11/14/2017 6:45 AM On 11-9-17 Bryan Byrd witnessed vacuum testin on the following manholes: MH A-5 - Test Passed MH A-6 - Test Passed MH B-1 - Test Passed MH B-2 - Test Passed MH B-3 - Test Passed
PW-Misc
Informational
11/20/2017
Brice Lawson 11/20/2017 12:30 PM Redford vacuum tested the following manholes: MH E-1 Start test 10" mercury End test 9.75" mercury Test Duration 2.5 min Test passed MH C-1 Start test 10" mercury End test 10" mercury Test Duration 3:00 Test passed MH C-2 Start test 10" mercury End test 9.75" mercury Test Duration 2:30 Test passed
Grading/Excavation/Fill Inspection Partial 11/21/2017 at 11:20 AM 11/21/2017
PW-Misc
Informational
11/15/2017
Brice Lawson 08/09/2017 2:45 PM Spalding Excavating began digging the temporary sediment basin. They are stipping and stock piling the top soil on the central part of the site. I spoke with Jason regarding the detention basin and he plans to build it after the cut is made in that location.
PW-Misc
Informational
11/15/2017
Brice Lawson 08/17/2017 10:02 AM Spalding has roughed in the detention basin in the southwest corner of the site. They are performing a fill in the south portion of the site. They have roughed in the temporary sediment basin located on the north edge of the site.
PW-Misc
Informational
11/15/2017
Brice Lawson 08/17/2017 3:45 PM Spalding began stockpiling large rock and dirt west of the temporary sediment basin.
PW-Misc
Informational
11/15/2017
Brice Lawson 09/01/2017 3:42 PM Spalding continues to grade outside the ROW. They were grading, filling and compacting the sump areas north of future Merryman Dr.
PW-Misc
Informational
11/15/2017
Brice Lawson 09/05/2017 11:01 AM Spalding is grading the area north and east of the permanent detention basin. A sheepsfoot compactor is being used on parts of this area. Redford is removing and hauling excess dirt that is left over after the major grading was completed east of SW Stoney Creek Dr. This grading was performed after sanitary line A and U were installed. The excess dirt is being hauled and stock piled on the west side of the site north of proposed Merryman Dr.
PW-Misc
Informational
11/15/2017
Tom Chandler 09/15/2017 11:11 AM Backfill on sanitary sewer main being placed today. No testing has been done today. If testing lab can make it to site today they will backfill (3) roadway crossings.
PW-Misc
Corrective Action Required
11/15/2017
Brice Lawson 09/27/2017 11:33 AM I informed Mike with KC Testing, Thomas Hudgens and Darrin that the compaction test reports for the sanitary trenches that have been submitted so far do not have documentation for a visual inspection of the initial backfill that is being placed in the trenches. KC Testing will not perform moisture density testing of trenches that are too deep due to safety reasons. I informed them that the City will need documentation of visual inspections of the backfill of the sanitary trenched up to the point where KC Testing can perform the moisture density testing.
PW-Misc
Informational
11/15/2017
Brice Lawson 11/15/2017 10:30 AM A crew is using a blade and a scraper and has began final grading and shaping of the proposed road subgrade on Merryman Ln and Amethyst Dr.
PW-Misc
Informational
11/21/2017
Brice Lawson 11/21/2017 11:33 AM The road subgrade on this project has some areas that appear to be too wet. The contractor has scarified the entire road width on Amethyst north of approx. STA. 2+00 to approx. STA. 3+60. Areas on Merryman are being removed and replaced with soil that appears to be dryer.
Sanitary Sewer Construction Inspection Partial 11/22/2017 at 3:00 PM 11/22/2017
PW-Main inspection
Informational
11/22/2017
Brice Lawson 11/22/2017 6:18 AM On 11/21/17 Redford replaced a broken 45 degree bend at the connection to the wye fitting on the sewer lateral for lot 65. The broken 45 degree bend was located due to a leak that was noticed during the air pressure test.
Sanitary Sewer - Air Test Partial 11/22/2017 11/22/2017
PW-Misc
Informational
11/20/2017
Brice Lawson 11/14/2017 6:52 AM On 11-9-17 Bryan Byrd witnessed air testing on the following sanitary sewer line segments. MH B-1 to MH B-2 Test Passed MH B-2 to MH B-3 Test Passed
PW-Misc
Informational
11/20/2017
Brice Lawson 11/20/2017 12:24 PM Redford performed air testing on the following line segements: Cherne Gauge Cal. Date 10/31/17 MH E-1 to MH B-3 Start press. 3.9 psi End press. 3.85 psi Test Duration 7:34 Test Passed MH B-3 to MH C-1 Start press 3.65 psi End press 3.5 psi Test Duration 23:01 Test passed
PW-Sanitary Sewer Testing
Resolved
11/22/2017
Brice Lawson 11/20/2017 12:27 PM Redford attempted to test the main segment from MH C-1 to MH C-2. The test did not start as the minimum test pressure could not be achieved. Make necessary corrections and test this line segment. Brice Lawson 11/22/2017 1:05 PM A broken 45 degree bend was replaced at the wye fitting for lot 65. Today Bryan Byrd witnessed an air test on the sanitary main from MH C-1 to MH C-2. This test passed.
Pavement-Aggregate Base Partial 11/22/2017 11/22/2017
Informational
11/22/2017
Brice Lawson 11/22/2017 3:44 PM The subgrade for SW Amethyst, SW Merryman and SW Alabaster has been shaped and compacted. There are areas of the subgrade that has been spot treated with fly ash that was tilled into the soil surface and compacted. Brian with Spalding let me know that the testing lab was on site taking compaction tests of the road and the tests passed. The subgrade elevation was spot checked and it appeared to be within the tolerance of 1/4". There are a few rocks in the surface that the contractor will remove.
Pavement-Aggregate Base Partial 11/27/2017 at 10:15 AM 11/27/2017
Informational
11/27/2017
Brice Lawson 11/27/2017 10:39 AM The subgrade elevation on SW Grindstone was spot checked and appeared to be within spec.
Pavement-Stabilized Subgrade Partial 11/27/2017 at 9:30 AM 11/27/2017
PW-Misc
Informational
11/27/2017
Brice Lawson 11/27/2017 10:10 AM Spalding Excavating is installing the geogrid and the type 5 modot base rock on the roads for this site. The geogrid appears to be installed 1' behind the proposed back of curb. The geogrid is being overlapped at the longitudinal and transverse seams.
Grading/Excavation/Fill Inspection Partial 11/27/2017 at 3:16 AM 11/27/2017
PW-Misc
Informational
11/27/2017
Brice Lawson 08/09/2017 2:45 PM Spalding Excavating began digging the temporary sediment basin. They are stipping and stock piling the top soil on the central part of the site. I spoke with Jason regarding the detention basin and he plans to build it after the cut is made in that location.
PW-Misc
Informational
11/27/2017
Brice Lawson 08/17/2017 10:02 AM Spalding has roughed in the detention basin in the southwest corner of the site. They are performing a fill in the south portion of the site. They have roughed in the temporary sediment basin located on the north edge of the site.
PW-Misc
Informational
11/27/2017
Brice Lawson 08/17/2017 3:45 PM Spalding began stockpiling large rock and dirt west of the temporary sediment basin.
PW-Misc
Informational
11/27/2017
Brice Lawson 09/01/2017 3:42 PM Spalding continues to grade outside the ROW. They were grading, filling and compacting the sump areas north of future Merryman Dr.
PW-Misc
Informational
11/27/2017
Brice Lawson 09/05/2017 11:01 AM Spalding is grading the area north and east of the permanent detention basin. A sheepsfoot compactor is being used on parts of this area. Redford is removing and hauling excess dirt that is left over after the major grading was completed east of SW Stoney Creek Dr. This grading was performed after sanitary line A and U were installed. The excess dirt is being hauled and stock piled on the west side of the site north of proposed Merryman Dr.
PW-Misc
Informational
11/27/2017
Tom Chandler 09/15/2017 11:11 AM Backfill on sanitary sewer main being placed today. No testing has been done today. If testing lab can make it to site today they will backfill (3) roadway crossings.
PW-Misc
Corrective Action Required
11/27/2017
Brice Lawson 09/27/2017 11:33 AM I informed Mike with KC Testing, Thomas Hudgens and Darrin that the compaction test reports for the sanitary trenches that have been submitted so far do not have documentation for a visual inspection of the initial backfill that is being placed in the trenches. KC Testing will not perform moisture density testing of trenches that are too deep due to safety reasons. I informed them that the City will need documentation of visual inspections of the backfill of the sanitary trenched up to the point where KC Testing can perform the moisture density testing.
PW-Misc
Informational
11/27/2017
Brice Lawson 11/15/2017 10:30 AM A crew is using a blade and a scraper and has began final grading and shaping of the proposed road subgrade on Merryman Ln and Amethyst Dr.
PW-Misc
Informational
11/27/2017
Brice Lawson 11/21/2017 11:33 AM The road subgrade on this project has some areas that appear to be too wet. The contractor has scarified the entire road width on Amethyst north of approx. STA. 2+00 to approx. STA. 3+60. Areas on Merryman are being removed and replaced with soil that appears to be dryer.
PW-Misc
Resolved
11/28/2017
Brice Lawson 11/27/2017 3:36 PM The swale that is east of Pryor Rd and on the north side of County Line Rd has been partially filled in with dirt. This was done when the new storm pipe was being installed. The new storm pipe and the existing water line were at the same elevations. This area has not been backfilled. I let Darren with Redford know that there is a resident is concerned that the ditch will not drain properly and back water up onto his property. Darren plans to backfill the storm sewer trench and allow any storm water to drain from the culvert that runs east and west under SW Pryor Rd at County Line Rd. Brice Lawson 11/28/2017 3:30 PM The storm trench has been backfilled and the drainage ditch has been opened up to allow for proper drainage.
PW-Misc
Corrective Action Required
11/27/2017
Brice Lawson 11/27/2017 3:40 PM The existing City FI that storm line 1 connects to is holding approx. 1.5 feet of water. There is a CMP that runs from this FI and eventually daylights at a FES on the south side of County Line Rd. The FES is under water and it appears that the ditch below this FES is higher than the FES. This is causing the water to back up and hold in the pipes and storm structures that are above it.
Miscellaneous PWORKS Inspection Passed 11/28/2017 11/28/2017
PW-Misc
Informational
11/28/2017
Brice Lawson 11/28/2017 3:04 PM Bryan Byrd witnessed the tracer wire testing for the laterals for lots 72 thru 76 and lot 96 on sanitary line A. The tracer wires on the laterals that tie-in to the sanitary main lines B,C,D and E have been tested. These tracer wires were locatable with the equipment used by Redford Construction.
Pavement-Stabilized Subgrade Partial 11/28/2017 at 1:45 PM 11/28/2017
PW-Misc
Informational
11/27/2017
Brice Lawson 11/27/2017 10:10 AM Spalding Excavating is installing the geogrid and the type 5 modot base rock on the roads for this site. The geogrid appears to be installed 1' behind the proposed back of curb. The geogrid is being overlapped at the longitudinal and transverse seams.
PW-Misc
Informational
11/28/2017
Brice Lawson 11/28/2017 4:16 PM It appears that the remainder of the type 5 modot base rock and geogrid have been installed and compacted on the roads for this site.
Sanitary Sewer - Air Test Failed 11/29/2017 11/29/2017
PW-Misc
Informational
11/22/2017
Brice Lawson 11/14/2017 6:52 AM On 11-9-17 Bryan Byrd witnessed air testing on the following sanitary sewer line segments. MH B-1 to MH B-2 Test Passed MH B-2 to MH B-3 Test Passed
PW-Misc
Informational
11/22/2017
Brice Lawson 11/20/2017 12:24 PM Redford performed air testing on the following line segements: Cherne Gauge Cal. Date 10/31/17 MH E-1 to MH B-3 Start press. 3.9 psi End press. 3.85 psi Test Duration 7:34 Test Passed MH B-3 to MH C-1 Start press 3.65 psi End press 3.5 psi Test Duration 23:01 Test passed
PW-Sanitary Sewer Testing
Resolved
12/13/2017
Sanitary Sewer Testing needs to be completed. Brice Lawson 11/29/2017 11:57 AM Bryan Byrd witnessed an air test on the sanitary main from MH A-5 to MH A-6. This test failed. Make corrections and retest. Brice Lawson 12/13/2017 7:48 AM On 12/5/17 Brian Byrd witnessed an air test on the sanitary main from MH A-5 to MH A-6. This test passed. RESOLVED
Curb - Proof Roll Passed 11/29/2017 at 1:00 PM 11/29/2017
PW-Misc
Informational
11/29/2017
Brice Lawson 11/29/2017 1:30 PM Spalding performed a proof roll of the base rock at the curb line on all the roads with a fully loaded tandem axle dump truck. The proof roll did not show any signs of rutting, pumping or deflection of the base rock. Proof roll passed.
Sanitary Sewer Construction Inspection Partial 11/29/2017 at 3:00 PM 11/29/2017
PW-Main inspection
Informational
11/22/2017
Brice Lawson 11/22/2017 6:18 AM On 11/21/17 Redford replaced a broken 45 degree bend at the connection to the wye fitting on the sewer lateral for lot 65. The broken 45 degree bend was located due to a leak that was noticed during the air pressure test.
PW-Main inspection
Resolved
12/13/2017
Brice Lawson 11/29/2017 4:21 PM The wye fitting for lot 75 is cracked. The contractor proposes to fix this by removing the broken part of the wye and connecting the wye to the 45 degree bend with a strongback fernco. An email has been sent from Ryan Elam to Jeff Thorne to see if this would be an acceptable repair. A fernco was installed at the connection between the 45 degree bend and the 4" wye pipe. RESOLVED
Site Visit Complete 11/30/2017 at 7:30 AM 11/30/2017
PW-Misc
Informational
11/30/2017
Brice Lawson 11/30/2017 11:23 AM JK Concrete Construction is installing the curbs for this site with a curb machine. White cure is being applied to the curb. 4K KCMMB concrete mix is being used. KC Testing is on site to perform concrete testing.
Pavement-Stabilized Subgrade Passed 12/1/2017 at 2:30 PM 12/01/2017
PW-Misc
Informational
11/28/2017
Brice Lawson 11/27/2017 10:10 AM Spalding Excavating is installing the geogrid and the type 5 modot base rock on the roads for this site. The geogrid appears to be installed 1' behind the proposed back of curb. The geogrid is being overlapped at the longitudinal and transverse seams.
PW-Misc
Informational
11/28/2017
Brice Lawson 11/28/2017 4:16 PM It appears that the remainder of the type 5 modot base rock and geogrid have been installed and compacted on the roads for this site.
PW-Misc
Informational
12/01/2017
Brice Lawson 12/01/2017 4:10 PM The grade of the base rock has been checked and the contractor plans to make the necessary adjustments to correct.
Pavement-Proof Roll Passed 12/1/2017 at 3:01 PM 12/01/2017
PW-Misc
Informational
12/01/2017
Brice Lawson 12/01/2017 4:12 PM The base rock for the streets have been proof rolled with a loaded tandem axle dumptruck. There were no signs of rutting, pumping or deflection of the base rock.
Pavement-Aggregate Base Passed 12/1/2017 12/01/2017
Pavement-Surface Partial 12/3/2017 at 7:30 AM 12/03/2017
PW-Misc
Informational
12/03/2017
Brice Lawson 12/03/2017 3:25 PM Superior Bowen installed the 4" Type 2 recycled asphalt base course for the streets at this site. The temperature of the base rock was from 43.5 degrees to 44.5 degrees at the beginning of the paving operation. The temperature of the asphalt behind the paver was spot checked and was from 277 degrees F to 308 degrees F. Three rollers were used for compacting the asphalt mat. It appeared that the joint at the C/L was offset from the C/L. SS-1HP tack was used to spray the curb face and the existing asphalt faces of the headers where the asphalt tied to the existing pavement. KCTE was on site to perform density testing and the geotech informed me that the tests were all passing.
Street - Surface Course Partial 12/4/2017 at 8:00 AM 12/04/2017
PW-Misc
Informational
12/04/2017
Brice Lawson 12/04/2017 9:39 AM Superior Bowen began installing the Type 3 virgin surface course at 8:30am. The base temp was 63 degrees at 8:30am. The temperature of the asphalt behing the paver was 310 degrees at 8:30am and 310 degrees at 9:10am on Amethyst. A tack coat has been placed on the road. Three rollers are being used for compaction. CMTG is on site and they let me know that the compaction tests so far are passing.
Sanitary Sewer Construction Inspection Partial 12/4/2017 at 9:25 AM 12/04/2017
PW-Main inspection
Informational
11/29/2017
Brice Lawson 11/22/2017 6:18 AM On 11/21/17 Redford replaced a broken 45 degree bend at the connection to the wye fitting on the sewer lateral for lot 65. The broken 45 degree bend was located due to a leak that was noticed during the air pressure test.
PW-Main inspection
Corrective Action Required
11/29/2017
Brice Lawson 11/29/2017 4:21 PM The wye fitting for lot 75 is cracked. The contractor proposes to fix this by removing the broken part of the wye and connecting the wye to the 45 degree bend with a strongback fernco. An email has been sent from Ryan Elam to Jeff Thorne to see if this would be an acceptable repair.
PW-Main inspection
Informational
12/04/2017
Brice Lawson 12/04/2017 9:45 AM Redford has removed the stub for lot 75. They removed part of the end of the 4" wye. A stongback ferco was installed and connected the 4" wye to a 45 degree bend. They were installing the stub when I left.
Site Visit Complete 12/4/2017 at 3:05 PM 12/04/2017
PW-Misc
Informational
12/04/2017
Brice Lawson 12/04/2017 4:12 PM Redford was installing installing part of waterline #2 from approx. STA. 0+75 to approx. STA. 2+20.
Street - Surface Course Failed 12/4/2017 at 1:00 PM 12/05/2017
PW-Misc
Informational
12/04/2017
Brice Lawson 12/04/2017 9:39 AM Superior Bowen began installing the Type 3 virgin surface course at 8:30am. The base temp was 63 degrees at 8:30am. The temperature of the asphalt behing the paver was 310 degrees at 8:30am and 310 degrees at 9:10am on Amethyst. A tack coat has been placed on the road. Three rollers are being used for compaction. CMTG is on site and they let me know that the compaction tests so far are passing.
PW-Enter Information about Asphalt Placement
Corrective Action Required
12/04/2017
Enter Information about Asphalt Placement Brice Lawson 12/04/2017 4:00 PM Superior Bowen installed the Type 3 virgin asphalt on the roads at this site. A tack coat of SS-1HP was applied to the base prior to laying the surface. It appeared that at least 2" of surface was being installed. The north bound lane of SW Grindstone from STA. 0+00 to approx. STA. 2+00 was installed in the rain. The pavement surface was soaked the asphalt was seperating as it was being rolled. Nathan and Dennis with Superior plan to remove and replace the surface asphalt in this lane. Make proper repairs to the asphalt surface. After the surface was installed at STA. 0+00 on Grindstone a rain storm moved in. There was an approx. 30' long puddle of water that collected at the seam where Grindstone ties into SW County Line Rd. Nathan and Dennis with Superior Bowen said that this puddle is due to the existing road slope and that they could not get this puddle to drain by changing the slopes of their work. Make proper repairs to achieve proper drainage. A
Pavement-Curb Construction Failed 12/5/2017 at 10:00 AM 12/05/2017
PW-Curb Construction
Corrective Action Required
12/05/2017
Curb Construction needs to be completed. -------------------------------------- Brice Lawson 12/05/2017 10:45 AM Replace approx. 15' of broken/damaged curb that is located on the northside of Merryman at the tie-in to the existing Merryman. The curb for the midblock ADA ramp has a slope that is greater than 8.33% from the back of curb to the flowline of gutter. Make proper repairs to correct the slope. The cross slope of the curb is greater than 2% at the ADA opening located at the SW corner of Alabaster and Merryman. Make proper repairs to correct the slope. The expansion joint filler sticks up higher than the curb at some of the isolation joints. Make proper corrections to make the expansion joint filler flush with the top grade of the curb.
Erosion Control Inspection Failed 12/5/2017 at 9:35 AM 12/05/2017
PW-Erosion and Sediment Control
Corrective Action Required
12/05/2017
Brice Lawson 12/05/2017 10:55 AM The curbs and pavement have been installed and the inlet protection has not been installed. Install inlet protection as shown on the plans. Install the silt fence as shown on sheet C.051 of the approved plans.
Water Line - Construction Inspection Partial 12/5/2017 at 11:15 AM 12/05/2017
PW-Main inspection
Informational
11/14/2017
Brice Lawson 11/10/2017 11:30 AM Redford installed 40' of 8" C900 water main with tracer wire and water line marker tape. The line appeared to be installed at least 42" from current grade. The pipe was bedded in clean rock. This line was installed on water line 1 from approx. STA. 11+48 to approx. STA. 11+88. The line was being backfilled in lifts. The trench was opened up over 48" wide and KC Testing was on site to perform compaction testing.
PW-Main inspection
Informational
11/14/2017
Brice Lawson 11/10/2017 2:57 PM Redford installed 40' of 8" C900 water line on water line 1 from STA 3+25 to STA. 3+65. Tracer wire and bury tape have been installed with this water line.
PW-Main inspection
Informational
11/14/2017
Brice Lawson 11/13/2017 11:47 AM Redford installed the 8" C900 water line with tracer wire for water line 1 from approx. STA. 0+29.17 to STA. 1+39.99. The Tee fitting has been installed at STA. 1+39.99.
PW-Main inspection
Informational
11/14/2017
Brice Lawson 11/13/2017 2:46 PM Redford installed the 8" gate valve on line 2 near STA. 0+00. Approx. 74' of C900 water line has been installed from STA. 0+00 to approx. STA. 0+74. Tracer wire has been installed with this pipe and utility marker tape is being installed in the trench. Two vertical 45 degree bend fittings have been installed with rebar loops around the fittings. The rebar loops have been installed in a thrust block below the 45 degree fittings. KC Testing is on site to observe compaction testing for the water line. The DI fittings have been wrapped in 12 mil poly wrap and the T bolts have been sprayed with an undercoating. A thrust block has been installed on the 45 degree bend fitting on line 1 at STA.0+95.15. MCIB WA610 concrete was used for the thrust blocks.
PW-Main inspection
Informational
11/14/2017
Brice Lawson 11/14/2017 1:23 PM Redford installed an 8" Clow gate valve just west of the Tee fitting located at STA. 0+00 on water line 2. A 1' piece of C900 was installed between the valve and the tee fitting. A thrust block has been installed on the tee fitting. A tracer wire has been installed over to the tee fitting.
PW-Main inspection
Informational
12/05/2017
Brice Lawson 12/05/2017 11:31 AM Redford connected the 8" water main to the 8" pipe that was installed udner Grindstone. This was connected on the west side of Grindstone and was installed to approx. STA. 12+85. The pipe was bedded in 3/4" rock. A tracer wire has been installed. It appears that the marker tape is being installed. This section of line is being backfilled. It appears that the fill is being installed and compacted in lifts.
Street - Surface Course Partial 12/6/2017 at 10:50 AM 12/06/2017
PW-Misc
Informational
12/04/2017
Brice Lawson 12/04/2017 9:39 AM Superior Bowen began installing the Type 3 virgin surface course at 8:30am. The base temp was 63 degrees at 8:30am. The temperature of the asphalt behing the paver was 310 degrees at 8:30am and 310 degrees at 9:10am on Amethyst. A tack coat has been placed on the road. Three rollers are being used for compaction. CMTG is on site and they let me know that the compaction tests so far are passing.
PW-Enter Information about Asphalt Placement
Corrective Action Required
12/04/2017
Enter Information about Asphalt Placement Brice Lawson 12/04/2017 4:00 PM Superior Bowen installed the Type 3 virgin asphalt on the roads at this site. A tack coat of SS-1HP was applied to the base prior to laying the surface. It appeared that at least 2" of surface was being installed. The north bound lane of SW Grindstone from STA. 0+00 to approx. STA. 2+00 was installed in the rain. The pavement surface was soaked the asphalt was seperating as it was being rolled. Nathan and Dennis with Superior plan to remove and replace the surface asphalt in this lane. Make proper repairs to the asphalt surface. After the surface was installed at STA. 0+00 on Grindstone a rain storm moved in. There was an approx. 30' long puddle of water that collected at the seam where Grindstone ties into SW County Line Rd. Nathan and Dennis with Superior Bowen said that this puddle is due to the existing road slope and that they could not get this puddle to drain by changing the slopes of their work. Make proper repairs to achieve proper drainage. A
PW-Misc
Informational
12/06/2017
Brice Lawson 12/06/2017 11:14 AM Dennis with Superior Bowen informed me that they are going to mill and replace only the northbound lane of Grindstone. They are not going to mill any of County Line Rd where Matt Schilcht shows on the drawing to get the water to drain properly.
Street - Surface Course Partial 12/6/2017 12/06/2017
PW-Misc
Informational
12/06/2017
Brice Lawson 12/04/2017 9:39 AM Superior Bowen began installing the Type 3 virgin surface course at 8:30am. The base temp was 63 degrees at 8:30am. The temperature of the asphalt behing the paver was 310 degrees at 8:30am and 310 degrees at 9:10am on Amethyst. A tack coat has been placed on the road. Three rollers are being used for compaction. CMTG is on site and they let me know that the compaction tests so far are passing.
PW-Enter Information about Asphalt Placement
Corrective Action Required
12/06/2017
Enter Information about Asphalt Placement Brice Lawson 12/04/2017 4:00 PM Superior Bowen installed the Type 3 virgin asphalt on the roads at this site. A tack coat of SS-1HP was applied to the base prior to laying the surface. It appeared that at least 2" of surface was being installed. The north bound lane of SW Grindstone from STA. 0+00 to approx. STA. 2+00 was installed in the rain. The pavement surface was soaked the asphalt was seperating as it was being rolled. Nathan and Dennis with Superior plan to remove and replace the surface asphalt in this lane. Make proper repairs to the asphalt surface. After the surface was installed at STA. 0+00 on Grindstone a rain storm moved in. There was an approx. 30' long puddle of water that collected at the seam where Grindstone ties into SW County Line Rd. Nathan and Dennis with Superior Bowen said that this puddle is due to the existing road slope and that they could not get this puddle to drain by changing the slopes of their work. Make proper repairs to achieve proper drainage. A
PW-Misc
Informational
12/06/2017
Brice Lawson 12/06/2017 11:14 AM Dennis with Superior Bowen informed me that they are going to mill and replace only the northbound lane of Grindstone. They are not going to mill any of County Line Rd where Matt Schilcht shows on the drawing to get the water to drain properly.
PW-Misc
Informational
12/06/2017
Brice Lawson 12/06/2017 11:27 AM I called Thomas with Redford to let him know that Superior is on site and they are not going to mill county line per the plan that Engineering SOlutions submitted to fix the drainage issue on Grindstone.
Water Line - Construction Inspection Partial 12/6/2017 at 8:30 AM 12/06/2017
PW-Main inspection
Informational
12/05/2017
Brice Lawson 11/10/2017 11:30 AM Redford installed 40' of 8" C900 water main with tracer wire and water line marker tape. The line appeared to be installed at least 42" from current grade. The pipe was bedded in clean rock. This line was installed on water line 1 from approx. STA. 11+48 to approx. STA. 11+88. The line was being backfilled in lifts. The trench was opened up over 48" wide and KC Testing was on site to perform compaction testing.
PW-Main inspection
Informational
12/05/2017
Brice Lawson 11/10/2017 2:57 PM Redford installed 40' of 8" C900 water line on water line 1 from STA 3+25 to STA. 3+65. Tracer wire and bury tape have been installed with this water line.
PW-Main inspection
Informational
12/05/2017
Brice Lawson 11/13/2017 11:47 AM Redford installed the 8" C900 water line with tracer wire for water line 1 from approx. STA. 0+29.17 to STA. 1+39.99. The Tee fitting has been installed at STA. 1+39.99.
PW-Main inspection
Informational
12/05/2017
Brice Lawson 11/13/2017 2:46 PM Redford installed the 8" gate valve on line 2 near STA. 0+00. Approx. 74' of C900 water line has been installed from STA. 0+00 to approx. STA. 0+74. Tracer wire has been installed with this pipe and utility marker tape is being installed in the trench. Two vertical 45 degree bend fittings have been installed with rebar loops around the fittings. The rebar loops have been installed in a thrust block below the 45 degree fittings. KC Testing is on site to observe compaction testing for the water line. The DI fittings have been wrapped in 12 mil poly wrap and the T bolts have been sprayed with an undercoating. A thrust block has been installed on the 45 degree bend fitting on line 1 at STA.0+95.15. MCIB WA610 concrete was used for the thrust blocks.
PW-Main inspection
Informational
12/05/2017
Brice Lawson 11/14/2017 1:23 PM Redford installed an 8" Clow gate valve just west of the Tee fitting located at STA. 0+00 on water line 2. A 1' piece of C900 was installed between the valve and the tee fitting. A thrust block has been installed on the tee fitting. A tracer wire has been installed over to the tee fitting.
PW-Main inspection
Informational
12/05/2017
Brice Lawson 12/05/2017 11:31 AM Redford connected the 8" water main to the 8" pipe that was installed udner Grindstone. This was connected on the west side of Grindstone and was installed to approx. STA. 12+85. The pipe was bedded in 3/4" rock. A tracer wire has been installed. It appears that the marker tape is being installed. This section of line is being backfilled. It appears that the fill is being installed and compacted in lifts.
Informational
12/06/2017
Brice Lawson 12/06/2017 1:59 PM Redford is installing the 8" water main along Amethyst. They had duct tape on the plywrap at the Tee fitting for the hydrant set. I let them know that duct tape is not acceptable. I let them know that a 2' by 2' by 4" block is required under the fire hydrant as shown in the detail. They had smaller blocks on site. The pipe that has been installed has been covered with clean rock and partially backfilled with soil. Rock has been encountered in this trench and is being removed with a rock breaker and hauled to the large pile of rock at the north end of the site.
Street - Surface Course Partial 12/6/2017 at 1:15 PM 12/06/2017
PW-Misc
Informational
12/06/2017
Brice Lawson 12/04/2017 9:39 AM Superior Bowen began installing the Type 3 virgin surface course at 8:30am. The base temp was 63 degrees at 8:30am. The temperature of the asphalt behing the paver was 310 degrees at 8:30am and 310 degrees at 9:10am on Amethyst. A tack coat has been placed on the road. Three rollers are being used for compaction. CMTG is on site and they let me know that the compaction tests so far are passing.
PW-Enter Information about Asphalt Placement
Corrective Action Required
12/06/2017
Enter Information about Asphalt Placement Brice Lawson 12/04/2017 4:00 PM Superior Bowen installed the Type 3 virgin asphalt on the roads at this site. A tack coat of SS-1HP was applied to the base prior to laying the surface. It appeared that at least 2" of surface was being installed. The north bound lane of SW Grindstone from STA. 0+00 to approx. STA. 2+00 was installed in the rain. The pavement surface was soaked the asphalt was seperating as it was being rolled. Nathan and Dennis with Superior plan to remove and replace the surface asphalt in this lane. Make proper repairs to the asphalt surface. After the surface was installed at STA. 0+00 on Grindstone a rain storm moved in. There was an approx. 30' long puddle of water that collected at the seam where Grindstone ties into SW County Line Rd. Nathan and Dennis with Superior Bowen said that this puddle is due to the existing road slope and that they could not get this puddle to drain by changing the slopes of their work. Make proper repairs to achieve proper drainage. A
PW-Misc
Informational
12/06/2017
Brice Lawson 12/06/2017 11:14 AM Dennis with Superior Bowen informed me that they are going to mill and replace only the northbound lane of Grindstone. They are not going to mill any of County Line Rd where Matt Schilcht shows on the drawing to get the water to drain properly.
PW-Misc
Informational
12/06/2017
Brice Lawson 12/06/2017 11:27 AM I called Thomas with Redford to let him know that Superior is on site and they are not going to mill county line per the plan that Engineering SOlutions submitted to fix the drainage issue on Grindstone.
PW-Misc
Informational
12/06/2017
Brice Lawson 12/06/2017 1:26 PM Superior Bowen has milled the northbound lane of SW Grindstone from County Line Rd to the approx. C/L of Merryman Ln. Tack oil has been applied to the area that has been milled. The asphalt temperature directly behind the paver was 315 degrees. The base temperature was 47 degrees. The surface asphalt has been installed on the northbound lane of Grindstone.
Street - Surface Course Partial 12/6/2017 12/06/2017
PW-Misc
Informational
12/06/2017
Brice Lawson 12/04/2017 9:39 AM Superior Bowen began installing the Type 3 virgin surface course at 8:30am. The base temp was 63 degrees at 8:30am. The temperature of the asphalt behing the paver was 310 degrees at 8:30am and 310 degrees at 9:10am on Amethyst. A tack coat has been placed on the road. Three rollers are being used for compaction. CMTG is on site and they let me know that the compaction tests so far are passing.
PW-Enter Information about Asphalt Placement
Partial Correction
12/06/2017
Enter Information about Asphalt Placement Brice Lawson 12/04/2017 4:00 PM Superior Bowen installed the Type 3 virgin asphalt on the roads at this site. A tack coat of SS-1HP was applied to the base prior to laying the surface. It appeared that at least 2" of surface was being installed. The north bound lane of SW Grindstone from STA. 0+00 to approx. STA. 2+00 was installed in the rain. The pavement surface was soaked the asphalt was seperating as it was being rolled. Nathan and Dennis with Superior plan to remove and replace the surface asphalt in this lane. Make proper repairs to the asphalt surface. Brice Lawson 12/06/2017 4:14 PM The surface of the northbound lane of Grindstone was milled and replaced today. RESOLVED After the surface was installed at STA. 0+00 on Grindstone a rain storm moved in. There was an approx. 30' long puddle of water that collected at the seam where Grindstone ties into SW County Line Rd. Nathan and Dennis with Superior Bowen said that this puddle is due to the existing road slope and that they could not get this puddle to drain by changing the slopes of their work. Make proper repairs to achieve proper drainage. A
PW-Misc
Informational
12/06/2017
Brice Lawson 12/06/2017 11:14 AM Dennis with Superior Bowen informed me that they are going to mill and replace only the northbound lane of Grindstone. They are not going to mill any of County Line Rd where Matt Schilcht shows on the drawing to get the water to drain properly.
PW-Misc
Informational
12/06/2017
Brice Lawson 12/06/2017 11:27 AM I called Thomas with Redford to let him know that Superior is on site and they are not going to mill county line per the plan that Engineering SOlutions submitted to fix the drainage issue on Grindstone.
PW-Misc
Informational
12/06/2017
Brice Lawson 12/06/2017 1:26 PM Superior Bowen has milled the northbound lane of SW Grindstone from County Line Rd to the approx. C/L of Merryman Ln. Tack oil has been applied to the area that has been milled. The asphalt temperature directly behind the paver was 315 degrees. The base temperature was 47 degrees. The surface asphalt has been installed on the northbound lane of Grindstone.
Water Line - Construction Inspection Partial 12/8/2017 at 7:20 AM 12/08/2017
PW-Main inspection
Informational
12/06/2017
Brice Lawson 11/10/2017 11:30 AM Redford installed 40' of 8" C900 water main with tracer wire and water line marker tape. The line appeared to be installed at least 42" from current grade. The pipe was bedded in clean rock. This line was installed on water line 1 from approx. STA. 11+48 to approx. STA. 11+88. The line was being backfilled in lifts. The trench was opened up over 48" wide and KC Testing was on site to perform compaction testing.
PW-Main inspection
Informational
12/06/2017
Brice Lawson 11/10/2017 2:57 PM Redford installed 40' of 8" C900 water line on water line 1 from STA 3+25 to STA. 3+65. Tracer wire and bury tape have been installed with this water line.
PW-Main inspection
Informational
12/06/2017
Brice Lawson 11/13/2017 11:47 AM Redford installed the 8" C900 water line with tracer wire for water line 1 from approx. STA. 0+29.17 to STA. 1+39.99. The Tee fitting has been installed at STA. 1+39.99.
PW-Main inspection
Informational
12/06/2017
Brice Lawson 11/13/2017 2:46 PM Redford installed the 8" gate valve on line 2 near STA. 0+00. Approx. 74' of C900 water line has been installed from STA. 0+00 to approx. STA. 0+74. Tracer wire has been installed with this pipe and utility marker tape is being installed in the trench. Two vertical 45 degree bend fittings have been installed with rebar loops around the fittings. The rebar loops have been installed in a thrust block below the 45 degree fittings. KC Testing is on site to observe compaction testing for the water line. The DI fittings have been wrapped in 12 mil poly wrap and the T bolts have been sprayed with an undercoating. A thrust block has been installed on the 45 degree bend fitting on line 1 at STA.0+95.15. MCIB WA610 concrete was used for the thrust blocks.
PW-Main inspection
Informational
12/06/2017
Brice Lawson 11/14/2017 1:23 PM Redford installed an 8" Clow gate valve just west of the Tee fitting located at STA. 0+00 on water line 2. A 1' piece of C900 was installed between the valve and the tee fitting. A thrust block has been installed on the tee fitting. A tracer wire has been installed over to the tee fitting.
PW-Main inspection
Informational
12/08/2017
Brice Lawson 12/08/2017 8:00 AM Redford has installed the 8" water main for water line 1 from approx. STA. 3+65 to approx. STA. 10+00. The majority of this line has been backfilled. The areas that have not been backfilled show that the pipe is being bedded in clean rock, the tracer wire has been installed and the marker tape is being installed. It appears that the pipe is at least 42" deep. The Tee fittings have been installed for both of the fire hydrant sets on this run of pipe. It appears that the 8" water main has been installed from approx. STA. 2+10 to approx. STA. 5+13. It appears that the line is being bedded in clean rock, tracer wire has been installed and marker tape has been installed. The majority of this line has been backfilled. A thrustblock has been installed behind the tee fitting at STA. 2+92.5. It appears that the pipe is at least 42" deep at the areas that have not been backfilled.
Erosion Control Inspection Failed 12/12/2017 at 8:06 AM 12/08/2017
PW-Erosion and Sediment Control
Corrective Action Required
12/05/2017
Brice Lawson 12/05/2017 10:55 AM The curbs and pavement have been installed and the inlet protection has not been installed. Install inlet protection as shown on the plans. Install the silt fence as shown on sheet C.051 of the approved plans.
PW-Devices for Erosion and Sediment Control
Corrective Action Required
12/08/2017
There are problems with the erosion control devices on your site. Brice Lawson 12/08/2017 8:15 AM The straw waddles that have been installed at the curb inlets are already falling apart. Remove and install proper gutter buddies at the inlets as shown on the approved plans. Install a cinder block between the gutter buddy and the front face of lid to allow for proper drainage. You may want to talk with the engineer to get a detail of proper inlet protection. Stabilize all inactive areas of this site and install slope protection per the City of Lee's Summit Design and Construction Manual.
Pavement-Curb Construction Failed 12/8/2017 at 8:30 AM 12/08/2017
PW-Curb Construction
Corrective Action Required
12/08/2017
Brice Lawson 12/08/2017 8:34 AM Replace approx. 12' of curb at lot 52. The curb is broken and has been marked with white paint. Remove and replace the section of curb from contraction joint to contraction joint as marked.
Water Line - Construction Inspection Partial 12/8/2017 at 2:45 PM 12/08/2017
PW-Main inspection
Informational
12/08/2017
Brice Lawson 11/10/2017 11:30 AM Redford installed 40' of 8" C900 water main with tracer wire and water line marker tape. The line appeared to be installed at least 42" from current grade. The pipe was bedded in clean rock. This line was installed on water line 1 from approx. STA. 11+48 to approx. STA. 11+88. The line was being backfilled in lifts. The trench was opened up over 48" wide and KC Testing was on site to perform compaction testing.
PW-Main inspection
Informational
12/08/2017
Brice Lawson 11/10/2017 2:57 PM Redford installed 40' of 8" C900 water line on water line 1 from STA 3+25 to STA. 3+65. Tracer wire and bury tape have been installed with this water line.
PW-Main inspection
Informational
12/08/2017
Brice Lawson 11/13/2017 11:47 AM Redford installed the 8" C900 water line with tracer wire for water line 1 from approx. STA. 0+29.17 to STA. 1+39.99. The Tee fitting has been installed at STA. 1+39.99.
PW-Main inspection
Informational
12/08/2017
Brice Lawson 11/13/2017 2:46 PM Redford installed the 8" gate valve on line 2 near STA. 0+00. Approx. 74' of C900 water line has been installed from STA. 0+00 to approx. STA. 0+74. Tracer wire has been installed with this pipe and utility marker tape is being installed in the trench. Two vertical 45 degree bend fittings have been installed with rebar loops around the fittings. The rebar loops have been installed in a thrust block below the 45 degree fittings. KC Testing is on site to observe compaction testing for the water line. The DI fittings have been wrapped in 12 mil poly wrap and the T bolts have been sprayed with an undercoating. A thrust block has been installed on the 45 degree bend fitting on line 1 at STA.0+95.15. MCIB WA610 concrete was used for the thrust blocks.
PW-Main inspection
Informational
12/08/2017
Brice Lawson 11/14/2017 1:23 PM Redford installed an 8" Clow gate valve just west of the Tee fitting located at STA. 0+00 on water line 2. A 1' piece of C900 was installed between the valve and the tee fitting. A thrust block has been installed on the tee fitting. A tracer wire has been installed over to the tee fitting.
PW-Main inspection
Informational
12/08/2017
Brice Lawson 12/08/2017 8:00 AM Redford has installed the 8" water main for water line 1 from approx. STA. 3+65 to approx. STA. 10+00. The majority of this line has been backfilled. The areas that have not been backfilled show that the pipe is being bedded in clean rock, the tracer wire has been installed and the marker tape is being installed. It appears that the pipe is at least 42" deep. The Tee fittings have been installed for both of the fire hydrant sets on this run of pipe. It appears that the 8" water main has been installed from approx. STA. 2+10 to approx. STA. 5+13. It appears that the line is being bedded in clean rock, tracer wire has been installed and marker tape has been installed. The majority of this line has been backfilled. A thrustblock has been installed behind the tee fitting at STA. 2+92.5. It appears that the pipe is at least 42" deep at the areas that have not been backfilled.
PW-Main inspection
Informational
12/08/2017
Brice Lawson 12/08/2017 3:08 PM The 8" water main for line 1 has been installed from approx. STA. 10+10 and connected on the east side of Grindstone where it was previously installed under grindstone. The Tee fitting and 2 gate valves have been installed on the east and south side of the Tee fitting. A thrust block has been installed behind the tee fitting. The DI fittings appear to be wrapped and the tracer wire has been installed. A thrust block has been installed behind the Tee fitting at STA. 8+36.84 on line 1. A thrust block has been installed behind the tee fitting for the hydrant assembly shown at STA. 4+61.84. When I measured the distance of this tee fitting to the back of the curb on Alibaster, it appeared that the tee fitting is 5' east of where it scales on the plans. I let Darren with Redford know about this and he said that the Tee was installed according to the survey stakes provided.
Pavement-Curb Construction Failed 12/8/2017 at 4:15 PM 12/08/2017
PW-Curb Construction
Corrective Action Required
12/08/2017
Brice Lawson 12/08/2017 8:34 AM Replace approx. 12' of curb at lot 52. The curb is broken and has been marked with white paint. Remove and replace the section of curb from contraction joint to contraction joint as marked.
PW-Curb Construction
Corrective Action Required
12/08/2017
Brice Lawson 12/08/2017 3:24 PM Replace approx. 11' of curb on the northbound lane of Grindstone just south of Merryman. The curb is cracked. Replace from joint to joint as marked.
Water Line - Construction Inspection Partial 12/11/2017 at 1:10 PM 12/11/2017
PW-Main inspection
Informational
12/08/2017
Brice Lawson 11/10/2017 11:30 AM Redford installed 40' of 8" C900 water main with tracer wire and water line marker tape. The line appeared to be installed at least 42" from current grade. The pipe was bedded in clean rock. This line was installed on water line 1 from approx. STA. 11+48 to approx. STA. 11+88. The line was being backfilled in lifts. The trench was opened up over 48" wide and KC Testing was on site to perform compaction testing.
PW-Main inspection
Informational
12/08/2017
Brice Lawson 11/10/2017 2:57 PM Redford installed 40' of 8" C900 water line on water line 1 from STA 3+25 to STA. 3+65. Tracer wire and bury tape have been installed with this water line.
PW-Main inspection
Informational
12/08/2017
Brice Lawson 11/13/2017 11:47 AM Redford installed the 8" C900 water line with tracer wire for water line 1 from approx. STA. 0+29.17 to STA. 1+39.99. The Tee fitting has been installed at STA. 1+39.99.
PW-Main inspection
Informational
12/08/2017
Brice Lawson 11/13/2017 2:46 PM Redford installed the 8" gate valve on line 2 near STA. 0+00. Approx. 74' of C900 water line has been installed from STA. 0+00 to approx. STA. 0+74. Tracer wire has been installed with this pipe and utility marker tape is being installed in the trench. Two vertical 45 degree bend fittings have been installed with rebar loops around the fittings. The rebar loops have been installed in a thrust block below the 45 degree fittings. KC Testing is on site to observe compaction testing for the water line. The DI fittings have been wrapped in 12 mil poly wrap and the T bolts have been sprayed with an undercoating. A thrust block has been installed on the 45 degree bend fitting on line 1 at STA.0+95.15. MCIB WA610 concrete was used for the thrust blocks.
PW-Main inspection
Informational
12/08/2017
Brice Lawson 11/14/2017 1:23 PM Redford installed an 8" Clow gate valve just west of the Tee fitting located at STA. 0+00 on water line 2. A 1' piece of C900 was installed between the valve and the tee fitting. A thrust block has been installed on the tee fitting. A tracer wire has been installed over to the tee fitting.
PW-Main inspection
Informational
12/08/2017
Brice Lawson 12/08/2017 8:00 AM Redford has installed the 8" water main for water line 1 from approx. STA. 3+65 to approx. STA. 10+00. The majority of this line has been backfilled. The areas that have not been backfilled show that the pipe is being bedded in clean rock, the tracer wire has been installed and the marker tape is being installed. It appears that the pipe is at least 42" deep. The Tee fittings have been installed for both of the fire hydrant sets on this run of pipe. It appears that the 8" water main has been installed from approx. STA. 2+10 to approx. STA. 5+13. It appears that the line is being bedded in clean rock, tracer wire has been installed and marker tape has been installed. The majority of this line has been backfilled. A thrustblock has been installed behind the tee fitting at STA. 2+92.5. It appears that the pipe is at least 42" deep at the areas that have not been backfilled.
PW-Main inspection
Informational
12/08/2017
Brice Lawson 12/08/2017 3:08 PM The 8" water main for line 1 has been installed from approx. STA. 10+10 and connected on the east side of Grindstone where it was previously installed under grindstone. The Tee fitting and 2 gate valves have been installed on the east and south side of the Tee fitting. A thrust block has been installed behind the tee fitting. The DI fittings appear to be wrapped and the tracer wire has been installed. A thrust block has been installed behind the Tee fitting at STA. 8+36.84 on line 1. A thrust block has been installed behind the tee fitting for the hydrant assembly shown at STA. 4+61.84. When I measured the distance of this tee fitting to the back of the curb on Alibaster, it appeared that the tee fitting is 5' east of where it scales on the plans. I let Darren with Redford know about this and he said that the Tee was installed according to the survey stakes provided.
PW-Main inspection
Informational
12/11/2017
Brice Lawson 12/11/2017 1:54 PM The 8" C900 water line #4 has been installed from the 8" valve at STA. 0+00 to approx. STA. 1+06. The pipe appears to be bedded in clean rock. The tracer wire has been installed and it appears that marker tape is being installed 18' to 24" below grade. It appears the the water line is at least 42" below grade. The existing 12" water main at the proposed tie-in location at 1+39.67 has been exposed. The contractor plans to cover the exposed line with blankets to insulate during the cold weather. Redford is workin on installing the water line #1 from the 8" gate valve at STA. 1+39.99 towards the west. 3-20 sections of pipe have been installed. The pipe is being bedded in clean rock. It appears that the pipes are at least 42" below grade.
Water Line - Construction Inspection Partial 12/12/2017 at 2:10 PM 12/12/2017
PW-Main inspection
Informational
12/11/2017
Brice Lawson 11/10/2017 11:30 AM Redford installed 40' of 8" C900 water main with tracer wire and water line marker tape. The line appeared to be installed at least 42" from current grade. The pipe was bedded in clean rock. This line was installed on water line 1 from approx. STA. 11+48 to approx. STA. 11+88. The line was being backfilled in lifts. The trench was opened up over 48" wide and KC Testing was on site to perform compaction testing.
PW-Main inspection
Informational
12/11/2017
Brice Lawson 11/10/2017 2:57 PM Redford installed 40' of 8" C900 water line on water line 1 from STA 3+25 to STA. 3+65. Tracer wire and bury tape have been installed with this water line.
PW-Main inspection
Informational
12/11/2017
Brice Lawson 11/13/2017 11:47 AM Redford installed the 8" C900 water line with tracer wire for water line 1 from approx. STA. 0+29.17 to STA. 1+39.99. The Tee fitting has been installed at STA. 1+39.99.
PW-Main inspection
Informational
12/11/2017
Brice Lawson 11/13/2017 2:46 PM Redford installed the 8" gate valve on line 2 near STA. 0+00. Approx. 74' of C900 water line has been installed from STA. 0+00 to approx. STA. 0+74. Tracer wire has been installed with this pipe and utility marker tape is being installed in the trench. Two vertical 45 degree bend fittings have been installed with rebar loops around the fittings. The rebar loops have been installed in a thrust block below the 45 degree fittings. KC Testing is on site to observe compaction testing for the water line. The DI fittings have been wrapped in 12 mil poly wrap and the T bolts have been sprayed with an undercoating. A thrust block has been installed on the 45 degree bend fitting on line 1 at STA.0+95.15. MCIB WA610 concrete was used for the thrust blocks.
PW-Main inspection
Informational
12/11/2017
Brice Lawson 11/14/2017 1:23 PM Redford installed an 8" Clow gate valve just west of the Tee fitting located at STA. 0+00 on water line 2. A 1' piece of C900 was installed between the valve and the tee fitting. A thrust block has been installed on the tee fitting. A tracer wire has been installed over to the tee fitting.
PW-Main inspection
Informational
12/11/2017
Brice Lawson 12/08/2017 8:00 AM Redford has installed the 8" water main for water line 1 from approx. STA. 3+65 to approx. STA. 10+00. The majority of this line has been backfilled. The areas that have not been backfilled show that the pipe is being bedded in clean rock, the tracer wire has been installed and the marker tape is being installed. It appears that the pipe is at least 42" deep. The Tee fittings have been installed for both of the fire hydrant sets on this run of pipe. It appears that the 8" water main has been installed from approx. STA. 2+10 to approx. STA. 5+13. It appears that the line is being bedded in clean rock, tracer wire has been installed and marker tape has been installed. The majority of this line has been backfilled. A thrustblock has been installed behind the tee fitting at STA. 2+92.5. It appears that the pipe is at least 42" deep at the areas that have not been backfilled.
PW-Main inspection
Informational
12/11/2017
Brice Lawson 12/08/2017 3:08 PM The 8" water main for line 1 has been installed from approx. STA. 10+10 and connected on the east side of Grindstone where it was previously installed under grindstone. The Tee fitting and 2 gate valves have been installed on the east and south side of the Tee fitting. A thrust block has been installed behind the tee fitting. The DI fittings appear to be wrapped and the tracer wire has been installed. A thrust block has been installed behind the Tee fitting at STA. 8+36.84 on line 1. A thrust block has been installed behind the tee fitting for the hydrant assembly shown at STA. 4+61.84. When I measured the distance of this tee fitting to the back of the curb on Alibaster, it appeared that the tee fitting is 5' east of where it scales on the plans. I let Darren with Redford know about this and he said that the Tee was installed according to the survey stakes provided.
PW-Main inspection
Informational
12/11/2017
Brice Lawson 12/11/2017 1:54 PM The 8" C900 water line #4 has been installed from the 8" valve at STA. 0+00 to approx. STA. 1+06. The pipe appears to be bedded in clean rock. The tracer wire has been installed and it appears that marker tape is being installed 18' to 24" below grade. It appears the the water line is at least 42" below grade. The existing 12" water main at the proposed tie-in location at 1+39.67 has been exposed. The contractor plans to cover the exposed line with blankets to insulate during the cold weather. Redford is workin on installing the water line #1 from the 8" gate valve at STA. 1+39.99 towards the west. 3-20 sections of pipe have been installed. The pipe is being bedded in clean rock. It appears that the pipes are at least 42" below grade.
PW-Main inspection
Informational
12/12/2017
Brice Lawson 12/12/2017 2:39 PM The remainder of water line 1 from approx. STA. 2+00 to STA. 3+25 has been installed. Water line 3 has been installed from STA. 0+00 to approx. STA. 1+25. A temp. blow off has been installed at STA. 1+25. The two gate valves and Tee fitting have been installed at STA. 0+00. The gate valves are installed on the south and west sides of the tee fitting. Tracer wire has been installed. Schedule 40 valve boxes have been installed with the tracer wire running up the outside of the valve box. The existing 12" main has been exposed at the tie-in location on water line 3. Concrete blankets have been installed to insulate during the cold weather. The existing 12" water main at the tie-in to existing on water line 4 has been covered with mulch to act as insulation during the cold weather.
Sanitary Sewer - Air Test Passed 12/5/2017 12/13/2017
PW-Misc
Informational
11/29/2017
Brice Lawson 11/14/2017 6:52 AM On 11-9-17 Bryan Byrd witnessed air testing on the following sanitary sewer line segments. MH B-1 to MH B-2 Test Passed MH B-2 to MH B-3 Test Passed
PW-Misc
Informational
11/29/2017
Brice Lawson 11/20/2017 12:24 PM Redford performed air testing on the following line segements: Cherne Gauge Cal. Date 10/31/17 MH E-1 to MH B-3 Start press. 3.9 psi End press. 3.85 psi Test Duration 7:34 Test Passed MH B-3 to MH C-1 Start press 3.65 psi End press 3.5 psi Test Duration 23:01 Test passed
PW-Sanitary Sewer Testing
Resolved
12/13/2017
Sanitary Sewer Testing needs to be completed. Brice Lawson 11/29/2017 11:57 AM Bryan Byrd witnessed an air test on the sanitary main from MH A-5 to MH A-6. This test failed. Make corrections and retest. Brice Lawson 12/13/2017 7:55 AM On 12/5/17 Brian Byrd witnessed a retest of this line segment and the test passed. RESOLVED
PW-Misc
Informational
12/13/2017
Brice Lawson 12/13/2017 7:56 AM On 12/5/17 Brian Byrd witnessed the air tests on the following sanitary sewer line segments: MH A5 to MH A6 - Passed MH C2 to MH C3 - Passed MH C3 to MH C4 - Passed MH C3 to MH D1 - Passed MH D1 to MH D2 - Passed
Sanitary Sewer - Vacuum Passed 12/13/2017 12/13/2017
PW-Misc
Informational
11/20/2017
Brice Lawson 11/14/2017 6:45 AM On 11-9-17 Bryan Byrd witnessed vacuum testin on the following manholes: MH A-5 - Test Passed MH A-6 - Test Passed MH B-1 - Test Passed MH B-2 - Test Passed MH B-3 - Test Passed
PW-Misc
Informational
11/20/2017
Brice Lawson 11/20/2017 12:30 PM Redford vacuum tested the following manholes: MH E-1 Start test 10" mercury End test 9.75" mercury Test Duration 2.5 min Test passed MH C-1 Start test 10" mercury End test 10" mercury Test Duration 3:00 Test passed MH C-2 Start test 10" mercury End test 9.75" mercury Test Duration 2:30 Test passed
PW-Misc
Informational
12/13/2017
Brice Lawson 12/13/2017 7:59 AM On 12/5/17 Brian Byrd witnessed the following manhole vacuum testing: MH C3 - Passed MH C4 - Passed MH D3 - Passed MH D2 - Passed MH D1 - Passed
Sanitary Sewer - Mandrel Passed 12/13/2017 12/13/2017
PW-Misc
Informational
12/13/2017
Brice Lawson 12/13/2017 8:02 AM On 12/6/17 Brian Byrd witnessed the madrel test on all of the sanitary sewer main line segments. All of the line segments passed the mandrel test.
Curb - Compression Strength Partial 12/13/2017 12/13/2017
PW-Misc
Informational
12/13/2017
Brice Lawson 12/13/2017 8:06 AM 2-7 day compressive strength test results have been submitted for the curb. One test showed the compressive strength at 5510 psi and the other showed the compressive strength at 5840 psi.
Street - Surface Course Partial 12/13/2017 12/13/2017
PW-Misc
Informational
12/06/2017
Brice Lawson 12/04/2017 9:39 AM Superior Bowen began installing the Type 3 virgin surface course at 8:30am. The base temp was 63 degrees at 8:30am. The temperature of the asphalt behing the paver was 310 degrees at 8:30am and 310 degrees at 9:10am on Amethyst. A tack coat has been placed on the road. Three rollers are being used for compaction. CMTG is on site and they let me know that the compaction tests so far are passing.
PW-Enter Information about Asphalt Placement
Partial Correction
12/06/2017
Enter Information about Asphalt Placement Brice Lawson 12/04/2017 4:00 PM Superior Bowen installed the Type 3 virgin asphalt on the roads at this site. A tack coat of SS-1HP was applied to the base prior to laying the surface. It appeared that at least 2" of surface was being installed. The north bound lane of SW Grindstone from STA. 0+00 to approx. STA. 2+00 was installed in the rain. The pavement surface was soaked the asphalt was seperating as it was being rolled. Nathan and Dennis with Superior plan to remove and replace the surface asphalt in this lane. Make proper repairs to the asphalt surface. Brice Lawson 12/06/2017 4:14 PM The surface of the northbound lane of Grindstone was milled and replaced today. RESOLVED After the surface was installed at STA. 0+00 on Grindstone a rain storm moved in. There was an approx. 30' long puddle of water that collected at the seam where Grindstone ties into SW County Line Rd. Nathan and Dennis with Superior Bowen said that this puddle is due to the existing road slope and that they could not get this puddle to drain by changing the slopes of their work. Make proper repairs to achieve proper drainage. A
PW-Misc
Informational
12/06/2017
Brice Lawson 12/06/2017 11:14 AM Dennis with Superior Bowen informed me that they are going to mill and replace only the northbound lane of Grindstone. They are not going to mill any of County Line Rd where Matt Schilcht shows on the drawing to get the water to drain properly.
PW-Misc
Informational
12/06/2017
Brice Lawson 12/06/2017 11:27 AM I called Thomas with Redford to let him know that Superior is on site and they are not going to mill county line per the plan that Engineering SOlutions submitted to fix the drainage issue on Grindstone.
PW-Misc
Informational
12/06/2017
Brice Lawson 12/06/2017 1:26 PM Superior Bowen has milled the northbound lane of SW Grindstone from County Line Rd to the approx. C/L of Merryman Ln. Tack oil has been applied to the area that has been milled. The asphalt temperature directly behind the paver was 315 degrees. The base temperature was 47 degrees. The surface asphalt has been installed on the northbound lane of Grindstone.
PW-Misc
Informational
12/13/2017
Brice Lawson 12/13/2017 8:09 AM The testing report for the compacted asphalt surface using the nuclear gauge has been submitted. It appears that all of the test show the in-place density to be over 96%.
Pavement-Surface Partial 12/13/2017 12/13/2017
PW-Misc
Informational
12/03/2017
Brice Lawson 12/03/2017 3:25 PM Superior Bowen installed the 4" Type 2 recycled asphalt base course for the streets at this site. The temperature of the base rock was from 43.5 degrees to 44.5 degrees at the beginning of the paving operation. The temperature of the asphalt behind the paver was spot checked and was from 277 degrees F to 308 degrees F. Three rollers were used for compacting the asphalt mat. It appeared that the joint at the C/L was offset from the C/L. KCTE was on site to perform density testing and the geotech informed me that the tests were all passing.
PW-Misc
Informational
12/13/2017
Brice Lawson 12/13/2017 8:13 AM The density test report for the aphalt base lift using the nuclear gauge has been submitted. It appears that all of the tests show the density to be over 95%.
Water Line - Construction Inspection Partial 12/13/2017 at 2:00 PM 12/13/2017
PW-Main inspection
Informational
12/12/2017
Brice Lawson 11/10/2017 11:30 AM Redford installed 40' of 8" C900 water main with tracer wire and water line marker tape. The line appeared to be installed at least 42" from current grade. The pipe was bedded in clean rock. This line was installed on water line 1 from approx. STA. 11+48 to approx. STA. 11+88. The line was being backfilled in lifts. The trench was opened up over 48" wide and KC Testing was on site to perform compaction testing.
PW-Main inspection
Informational
12/12/2017
Brice Lawson 11/10/2017 2:57 PM Redford installed 40' of 8" C900 water line on water line 1 from STA 3+25 to STA. 3+65. Tracer wire and bury tape have been installed with this water line.
PW-Main inspection
Informational
12/12/2017
Brice Lawson 11/13/2017 11:47 AM Redford installed the 8" C900 water line with tracer wire for water line 1 from approx. STA. 0+29.17 to STA. 1+39.99. The Tee fitting has been installed at STA. 1+39.99.
PW-Main inspection
Informational
12/12/2017
Brice Lawson 11/13/2017 2:46 PM Redford installed the 8" gate valve on line 2 near STA. 0+00. Approx. 74' of C900 water line has been installed from STA. 0+00 to approx. STA. 0+74. Tracer wire has been installed with this pipe and utility marker tape is being installed in the trench. Two vertical 45 degree bend fittings have been installed with rebar loops around the fittings. The rebar loops have been installed in a thrust block below the 45 degree fittings. KC Testing is on site to observe compaction testing for the water line. The DI fittings have been wrapped in 12 mil poly wrap and the T bolts have been sprayed with an undercoating. A thrust block has been installed on the 45 degree bend fitting on line 1 at STA.0+95.15. MCIB WA610 concrete was used for the thrust blocks.
PW-Main inspection
Informational
12/12/2017
Brice Lawson 11/14/2017 1:23 PM Redford installed an 8" Clow gate valve just west of the Tee fitting located at STA. 0+00 on water line 2. A 1' piece of C900 was installed between the valve and the tee fitting. A thrust block has been installed on the tee fitting. A tracer wire has been installed over to the tee fitting.
PW-Main inspection
Informational
12/12/2017
Brice Lawson 12/08/2017 8:00 AM Redford has installed the 8" water main for water line 1 from approx. STA. 3+65 to approx. STA. 10+00. The majority of this line has been backfilled. The areas that have not been backfilled show that the pipe is being bedded in clean rock, the tracer wire has been installed and the marker tape is being installed. It appears that the pipe is at least 42" deep. The Tee fittings have been installed for both of the fire hydrant sets on this run of pipe. It appears that the 8" water main has been installed from approx. STA. 2+10 to approx. STA. 5+13. It appears that the line is being bedded in clean rock, tracer wire has been installed and marker tape has been installed. The majority of this line has been backfilled. A thrustblock has been installed behind the tee fitting at STA. 2+92.5. It appears that the pipe is at least 42" deep at the areas that have not been backfilled.
PW-Main inspection
Informational
12/12/2017
Brice Lawson 12/08/2017 3:08 PM The 8" water main for line 1 has been installed from approx. STA. 10+10 and connected on the east side of Grindstone where it was previously installed under grindstone. The Tee fitting and 2 gate valves have been installed on the east and south side of the Tee fitting. A thrust block has been installed behind the tee fitting. The DI fittings appear to be wrapped and the tracer wire has been installed. A thrust block has been installed behind the Tee fitting at STA. 8+36.84 on line 1. A thrust block has been installed behind the tee fitting for the hydrant assembly shown at STA. 4+61.84. When I measured the distance of this tee fitting to the back of the curb on Alibaster, it appeared that the tee fitting is 5' east of where it scales on the plans. I let Darren with Redford know about this and he said that the Tee was installed according to the survey stakes provided.
PW-Main inspection
Informational
12/12/2017
Brice Lawson 12/11/2017 1:54 PM The 8" C900 water line #4 has been installed from the 8" valve at STA. 0+00 to approx. STA. 1+06. The pipe appears to be bedded in clean rock. The tracer wire has been installed and it appears that marker tape is being installed 18' to 24" below grade. It appears the the water line is at least 42" below grade. The existing 12" water main at the proposed tie-in location at 1+39.67 has been exposed. The contractor plans to cover the exposed line with blankets to insulate during the cold weather. Redford is workin on installing the water line #1 from the 8" gate valve at STA. 1+39.99 towards the west. 3-20 sections of pipe have been installed. The pipe is being bedded in clean rock. It appears that the pipes are at least 42" below grade.
PW-Main inspection
Informational
12/12/2017
Brice Lawson 12/12/2017 2:39 PM The remainder of water line 1 from approx. STA. 2+00 to STA. 3+25 has been installed. Water line 3 has been installed from STA. 0+00 to approx. STA. 1+25. A temp. blow off has been installed at STA. 1+25. The two gate valves and Tee fitting have been installed at STA. 0+00. The gate valves are installed on the south and west sides of the tee fitting. Tracer wire has been installed. Schedule 40 valve boxes have been installed with the tracer wire running up the outside of the valve box. The existing 12" main has been exposed at the tie-in location on water line 3. Concrete blankets have been installed to insulate during the cold weather. The existing 12" water main at the tie-in to existing on water line 4 has been covered with mulch to act as insulation during the cold weather.
PW-Main inspection
Corrective Action Required
12/13/2017
A main inspection has uncovered the following problems. Brice Lawson 12/13/2017 3:03 PM Replace the blue polywrap that has been installed at the fire hydrant with clear polywrap. Redford is working on installing the fire hydrants on this site.
Water Line - Hydrostatic Test Passed 12/19/2017 at 10:30 AM 12/19/2017
PW-Misc
Informational
12/19/2017
Brice Lawson 12/19/2017 12:57 PM Redford filled the newly constructed water main with water to remove air from the line prior to the hydrostatic test. I informed them that the valve that seperates the new water main and the existing main is to be operated by City staff. The hydrostatic test started at 11:03 am and ended at 13:03 pm. This test was performed on water lines #1, #2, #3 and #4 as shown on the plans. The test pressure was at 150 p.s.i. The test passed.
Water Line - Construction Inspection Partial 12/21/2017 at 7:15 AM 12/21/2017
PW-Main inspection
Informational
12/13/2017
Brice Lawson 11/10/2017 11:30 AM Redford installed 40' of 8" C900 water main with tracer wire and water line marker tape. The line appeared to be installed at least 42" from current grade. The pipe was bedded in clean rock. This line was installed on water line 1 from approx. STA. 11+48 to approx. STA. 11+88. The line was being backfilled in lifts. The trench was opened up over 48" wide and KC Testing was on site to perform compaction testing.
PW-Main inspection
Informational
12/13/2017
Brice Lawson 11/10/2017 2:57 PM Redford installed 40' of 8" C900 water line on water line 1 from STA 3+25 to STA. 3+65. Tracer wire and bury tape have been installed with this water line.
PW-Main inspection
Informational
12/13/2017
Brice Lawson 11/13/2017 11:47 AM Redford installed the 8" C900 water line with tracer wire for water line 1 from approx. STA. 0+29.17 to STA. 1+39.99. The Tee fitting has been installed at STA. 1+39.99.
PW-Main inspection
Informational
12/13/2017
Brice Lawson 11/13/2017 2:46 PM Redford installed the 8" gate valve on line 2 near STA. 0+00. Approx. 74' of C900 water line has been installed from STA. 0+00 to approx. STA. 0+74. Tracer wire has been installed with this pipe and utility marker tape is being installed in the trench. Two vertical 45 degree bend fittings have been installed with rebar loops around the fittings. The rebar loops have been installed in a thrust block below the 45 degree fittings. KC Testing is on site to observe compaction testing for the water line. The DI fittings have been wrapped in 12 mil poly wrap and the T bolts have been sprayed with an undercoating. A thrust block has been installed on the 45 degree bend fitting on line 1 at STA.0+95.15. MCIB WA610 concrete was used for the thrust blocks.
PW-Main inspection
Informational
12/13/2017
Brice Lawson 11/14/2017 1:23 PM Redford installed an 8" Clow gate valve just west of the Tee fitting located at STA. 0+00 on water line 2. A 1' piece of C900 was installed between the valve and the tee fitting. A thrust block has been installed on the tee fitting. A tracer wire has been installed over to the tee fitting.
PW-Main inspection
Informational
12/13/2017
Brice Lawson 12/08/2017 8:00 AM Redford has installed the 8" water main for water line 1 from approx. STA. 3+65 to approx. STA. 10+00. The majority of this line has been backfilled. The areas that have not been backfilled show that the pipe is being bedded in clean rock, the tracer wire has been installed and the marker tape is being installed. It appears that the pipe is at least 42" deep. The Tee fittings have been installed for both of the fire hydrant sets on this run of pipe. It appears that the 8" water main has been installed from approx. STA. 2+10 to approx. STA. 5+13. It appears that the line is being bedded in clean rock, tracer wire has been installed and marker tape has been installed. The majority of this line has been backfilled. A thrustblock has been installed behind the tee fitting at STA. 2+92.5. It appears that the pipe is at least 42" deep at the areas that have not been backfilled.
PW-Main inspection
Informational
12/13/2017
Brice Lawson 12/08/2017 3:08 PM The 8" water main for line 1 has been installed from approx. STA. 10+10 and connected on the east side of Grindstone where it was previously installed under grindstone. The Tee fitting and 2 gate valves have been installed on the east and south side of the Tee fitting. A thrust block has been installed behind the tee fitting. The DI fittings appear to be wrapped and the tracer wire has been installed. A thrust block has been installed behind the Tee fitting at STA. 8+36.84 on line 1. A thrust block has been installed behind the tee fitting for the hydrant assembly shown at STA. 4+61.84. When I measured the distance of this tee fitting to the back of the curb on Alibaster, it appeared that the tee fitting is 5' east of where it scales on the plans. I let Darren with Redford know about this and he said that the Tee was installed according to the survey stakes provided.
PW-Main inspection
Informational
12/13/2017
Brice Lawson 12/11/2017 1:54 PM The 8" C900 water line #4 has been installed from the 8" valve at STA. 0+00 to approx. STA. 1+06. The pipe appears to be bedded in clean rock. The tracer wire has been installed and it appears that marker tape is being installed 18' to 24" below grade. It appears the the water line is at least 42" below grade. The existing 12" water main at the proposed tie-in location at 1+39.67 has been exposed. The contractor plans to cover the exposed line with blankets to insulate during the cold weather. Redford is workin on installing the water line #1 from the 8" gate valve at STA. 1+39.99 towards the west. 3-20 sections of pipe have been installed. The pipe is being bedded in clean rock. It appears that the pipes are at least 42" below grade.
PW-Main inspection
Informational
12/13/2017
Brice Lawson 12/12/2017 2:39 PM The remainder of water line 1 from approx. STA. 2+00 to STA. 3+25 has been installed. Water line 3 has been installed from STA. 0+00 to approx. STA. 1+25. A temp. blow off has been installed at STA. 1+25. The two gate valves and Tee fitting have been installed at STA. 0+00. The gate valves are installed on the south and west sides of the tee fitting. Tracer wire has been installed. Schedule 40 valve boxes have been installed with the tracer wire running up the outside of the valve box. The existing 12" main has been exposed at the tie-in location on water line 3. Concrete blankets have been installed to insulate during the cold weather. The existing 12" water main at the tie-in to existing on water line 4 has been covered with mulch to act as insulation during the cold weather.
PW-Main inspection
Resolved
12/21/2017
A main inspection has uncovered the following problems. Brice Lawson 12/13/2017 3:03 PM Replace the blue polywrap that has been installed at the fire hydrant with clear polywrap. Brice Lawson 12/21/2017 9:53 AM RESOLVED I spoke with Darren and he let me know that the blue polywrap was replaced with clear. Redford is working on installing the fire hydrants on this site.
PW-Main inspection
Informational
12/21/2017
Brice Lawson 12/21/2017 9:32 AM The 8" water water main has been flushed at all of the fire hydrants and at the temporary blow offs that have been installed at the ends of the lines near the proposed tie-in at Alabaster and Merryman. This flush was performed after the hydrostatic test was performed.
Grading/Excavation/Fill Inspection Partial 12/21/2017 at 11:30 AM 12/21/2017
PW-Misc
Informational
11/27/2017
Brice Lawson 08/09/2017 2:45 PM Spalding Excavating began digging the temporary sediment basin. They are stipping and stock piling the top soil on the central part of the site. I spoke with Jason regarding the detention basin and he plans to build it after the cut is made in that location.
PW-Misc
Informational
12/21/2017
Brice Lawson 12/21/2017 11:38 AM Moisture and density test results have been submitted for the water main trench backfill for water lines #1 and #2. It appears that all of the tests passed.
PW-Misc
Informational
11/27/2017
Brice Lawson 08/17/2017 10:02 AM Spalding has roughed in the detention basin in the southwest corner of the site. They are performing a fill in the south portion of the site. They have roughed in the temporary sediment basin located on the north edge of the site.
PW-Misc
Informational
11/27/2017
Brice Lawson 08/17/2017 3:45 PM Spalding began stockpiling large rock and dirt west of the temporary sediment basin.
PW-Misc
Informational
11/27/2017
Brice Lawson 09/01/2017 3:42 PM Spalding continues to grade outside the ROW. They were grading, filling and compacting the sump areas north of future Merryman Dr.
PW-Misc
Informational
11/27/2017
Brice Lawson 09/05/2017 11:01 AM Spalding is grading the area north and east of the permanent detention basin. A sheepsfoot compactor is being used on parts of this area. Redford is removing and hauling excess dirt that is left over after the major grading was completed east of SW Stoney Creek Dr. This grading was performed after sanitary line A and U were installed. The excess dirt is being hauled and stock piled on the west side of the site north of proposed Merryman Dr.
PW-Misc
Informational
11/27/2017
Tom Chandler 09/15/2017 11:11 AM Backfill on sanitary sewer main being placed today. No testing has been done today. If testing lab can make it to site today they will backfill (3) roadway crossings.
PW-Misc
Corrective Action Required
11/27/2017
Brice Lawson 09/27/2017 11:33 AM I informed Mike with KC Testing, Thomas Hudgens and Darrin that the compaction test reports for the sanitary trenches that have been submitted so far do not have documentation for a visual inspection of the initial backfill that is being placed in the trenches. KC Testing will not perform moisture density testing of trenches that are too deep due to safety reasons. I informed them that the City will need documentation of visual inspections of the backfill of the sanitary trenched up to the point where KC Testing can perform the moisture density testing.
PW-Misc
Informational
11/27/2017
Brice Lawson 11/15/2017 10:30 AM A crew is using a blade and a scraper and has began final grading and shaping of the proposed road subgrade on Merryman Ln and Amethyst Dr.
PW-Misc
Informational
11/27/2017
Brice Lawson 11/21/2017 11:33 AM The road subgrade on this project has some areas that appear to be too wet. The contractor has scarified the entire road width on Amethyst north of approx. STA. 2+00 to approx. STA. 3+60. Areas on Merryman are being removed and replaced with soil that appears to be dryer.
PW-Misc
Corrective Action Required
11/27/2017
Brice Lawson 11/27/2017 3:36 PM The swale that is east of Pryor Rd and on the north side of County Line Rd has been partially filled in with dirt. This was done when the new storm pipe was being installed. The new storm pipe and the existing water line were at the same elevations. This area has not been backfilled. I let Darren with Redford know that there is a resident is concerned that the ditch will not drain properly and back water up onto his property. Darren plans to backfill the storm sewer trench and allow any storm water to drain from the culvert that runs east and west under SW Pryor Rd at County Line Rd.
PW-Misc
Corrective Action Required
11/27/2017
Brice Lawson 11/27/2017 3:40 PM The existing City FI that storm line 1 connects to is holding approx. 1.5 feet of water. There is a CMP that runs from this FI and eventually daylights at a FES on the south side of County Line Rd. The FES is under water and it appears that the ditch below this FES is higher than the FES. This is causing the water to back up and hold in the pipes and storm structures that are above it.
Water Line - Construction Inspection Partial 12/21/2017 at 1:00 PM 12/21/2017
PW-Main inspection
Informational
12/21/2017
Brice Lawson 11/10/2017 11:30 AM Redford installed 40' of 8" C900 water main with tracer wire and water line marker tape. The line appeared to be installed at least 42" from current grade. The pipe was bedded in clean rock. This line was installed on water line 1 from approx. STA. 11+48 to approx. STA. 11+88. The line was being backfilled in lifts. The trench was opened up over 48" wide and KC Testing was on site to perform compaction testing.
PW-Main inspection
Informational
12/21/2017
Brice Lawson 11/10/2017 2:57 PM Redford installed 40' of 8" C900 water line on water line 1 from STA 3+25 to STA. 3+65. Tracer wire and bury tape have been installed with this water line.
PW-Main inspection
Informational
12/21/2017
Brice Lawson 11/13/2017 11:47 AM Redford installed the 8" C900 water line with tracer wire for water line 1 from approx. STA. 0+29.17 to STA. 1+39.99. The Tee fitting has been installed at STA. 1+39.99.
PW-Main inspection
Informational
12/21/2017
Brice Lawson 11/13/2017 2:46 PM Redford installed the 8" gate valve on line 2 near STA. 0+00. Approx. 74' of C900 water line has been installed from STA. 0+00 to approx. STA. 0+74. Tracer wire has been installed with this pipe and utility marker tape is being installed in the trench. Two vertical 45 degree bend fittings have been installed with rebar loops around the fittings. The rebar loops have been installed in a thrust block below the 45 degree fittings. KC Testing is on site to observe compaction testing for the water line. The DI fittings have been wrapped in 12 mil poly wrap and the T bolts have been sprayed with an undercoating. A thrust block has been installed on the 45 degree bend fitting on line 1 at STA.0+95.15. MCIB WA610 concrete was used for the thrust blocks.
PW-Main inspection
Informational
12/21/2017
Brice Lawson 11/14/2017 1:23 PM Redford installed an 8" Clow gate valve just west of the Tee fitting located at STA. 0+00 on water line 2. A 1' piece of C900 was installed between the valve and the tee fitting. A thrust block has been installed on the tee fitting. A tracer wire has been installed over to the tee fitting.
PW-Main inspection
Informational
12/21/2017
Brice Lawson 12/08/2017 8:00 AM Redford has installed the 8" water main for water line 1 from approx. STA. 3+65 to approx. STA. 10+00. The majority of this line has been backfilled. The areas that have not been backfilled show that the pipe is being bedded in clean rock, the tracer wire has been installed and the marker tape is being installed. It appears that the pipe is at least 42" deep. The Tee fittings have been installed for both of the fire hydrant sets on this run of pipe. It appears that the 8" water main has been installed from approx. STA. 2+10 to approx. STA. 5+13. It appears that the line is being bedded in clean rock, tracer wire has been installed and marker tape has been installed. The majority of this line has been backfilled. A thrustblock has been installed behind the tee fitting at STA. 2+92.5. It appears that the pipe is at least 42" deep at the areas that have not been backfilled.
PW-Main inspection
Informational
12/21/2017
Brice Lawson 12/08/2017 3:08 PM The 8" water main for line 1 has been installed from approx. STA. 10+10 and connected on the east side of Grindstone where it was previously installed under grindstone. The Tee fitting and 2 gate valves have been installed on the east and south side of the Tee fitting. A thrust block has been installed behind the tee fitting. The DI fittings appear to be wrapped and the tracer wire has been installed. A thrust block has been installed behind the Tee fitting at STA. 8+36.84 on line 1. A thrust block has been installed behind the tee fitting for the hydrant assembly shown at STA. 4+61.84. When I measured the distance of this tee fitting to the back of the curb on Alibaster, it appeared that the tee fitting is 5' east of where it scales on the plans. I let Darren with Redford know about this and he said that the Tee was installed according to the survey stakes provided.
PW-Main inspection
Informational
12/21/2017
Brice Lawson 12/11/2017 1:54 PM The 8" C900 water line #4 has been installed from the 8" valve at STA. 0+00 to approx. STA. 1+06. The pipe appears to be bedded in clean rock. The tracer wire has been installed and it appears that marker tape is being installed 18' to 24" below grade. It appears the the water line is at least 42" below grade. The existing 12" water main at the proposed tie-in location at 1+39.67 has been exposed. The contractor plans to cover the exposed line with blankets to insulate during the cold weather. Redford is workin on installing the water line #1 from the 8" gate valve at STA. 1+39.99 towards the west. 3-20 sections of pipe have been installed. The pipe is being bedded in clean rock. It appears that the pipes are at least 42" below grade.
PW-Main inspection
Informational
12/21/2017
Brice Lawson 12/12/2017 2:39 PM The remainder of water line 1 from approx. STA. 2+00 to STA. 3+25 has been installed. Water line 3 has been installed from STA. 0+00 to approx. STA. 1+25. A temp. blow off has been installed at STA. 1+25. The two gate valves and Tee fitting have been installed at STA. 0+00. The gate valves are installed on the south and west sides of the tee fitting. Tracer wire has been installed. Schedule 40 valve boxes have been installed with the tracer wire running up the outside of the valve box. The existing 12" main has been exposed at the tie-in location on water line 3. Concrete blankets have been installed to insulate during the cold weather. The existing 12" water main at the tie-in to existing on water line 4 has been covered with mulch to act as insulation during the cold weather.
PW-Main inspection
Informational
12/21/2017
Brice Lawson 12/21/2017 9:32 AM The 8" water water main has been flushed at all of the fire hydrants and at the temporary blow offs that have been installed at the ends of the lines near the proposed tie-in at Alabaster and Merryman. This flush was performed after the hydrostatic test was performed.
PW-Main inspection
Informational
12/21/2017
Brice Lawson 12/21/2017 3:11 PM Redford chlorinated the water lines #1, #2, #3 and #4 to. It appeared that the chlorine level was at a minimum of 25 mg/l at the ends of the lines and at the fir hydrants.
Water Line - Construction Taps Removed Partial 12/22/2017 12/22/2017
PW-Misc
Resolved
02/06/2018
Brice Lawson 12/22/2017 7:45 AM I spoke with Ryan Elam about who is suppose to perform the construction taps on new water mains. He let me know that it is a gray area and that it is fine if the contractor taps the water mains. A tap has been installed by Redford on the 8" water main near the tie-in to existing on Grindstone at Coutny Line Rd. Brice Lawson 02/06/2018 3:03 PM The corp. valves were removed from the saddles and brass plug was installed at the tap locations. Properly remove remove construction taps on this site.
Water Line - Construction Inspection Partial 12/22/2017 at 2:45 PM 12/22/2017
PW-Main inspection
Informational
12/21/2017
Brice Lawson 11/10/2017 11:30 AM Redford installed 40' of 8" C900 water main with tracer wire and water line marker tape. The line appeared to be installed at least 42" from current grade. The pipe was bedded in clean rock. This line was installed on water line 1 from approx. STA. 11+48 to approx. STA. 11+88. The line was being backfilled in lifts. The trench was opened up over 48" wide and KC Testing was on site to perform compaction testing.
PW-Main inspection
Informational
12/21/2017
Brice Lawson 11/10/2017 2:57 PM Redford installed 40' of 8" C900 water line on water line 1 from STA 3+25 to STA. 3+65. Tracer wire and bury tape have been installed with this water line.
PW-Main inspection
Informational
12/21/2017
Brice Lawson 11/13/2017 11:47 AM Redford installed the 8" C900 water line with tracer wire for water line 1 from approx. STA. 0+29.17 to STA. 1+39.99. The Tee fitting has been installed at STA. 1+39.99.
PW-Main inspection
Informational
12/21/2017
Brice Lawson 11/13/2017 2:46 PM Redford installed the 8" gate valve on line 2 near STA. 0+00. Approx. 74' of C900 water line has been installed from STA. 0+00 to approx. STA. 0+74. Tracer wire has been installed with this pipe and utility marker tape is being installed in the trench. Two vertical 45 degree bend fittings have been installed with rebar loops around the fittings. The rebar loops have been installed in a thrust block below the 45 degree fittings. KC Testing is on site to observe compaction testing for the water line. The DI fittings have been wrapped in 12 mil poly wrap and the T bolts have been sprayed with an undercoating. A thrust block has been installed on the 45 degree bend fitting on line 1 at STA.0+95.15. MCIB WA610 concrete was used for the thrust blocks.
PW-Main inspection
Informational
12/21/2017
Brice Lawson 11/14/2017 1:23 PM Redford installed an 8" Clow gate valve just west of the Tee fitting located at STA. 0+00 on water line 2. A 1' piece of C900 was installed between the valve and the tee fitting. A thrust block has been installed on the tee fitting. A tracer wire has been installed over to the tee fitting.
PW-Main inspection
Informational
12/21/2017
Brice Lawson 12/08/2017 8:00 AM Redford has installed the 8" water main for water line 1 from approx. STA. 3+65 to approx. STA. 10+00. The majority of this line has been backfilled. The areas that have not been backfilled show that the pipe is being bedded in clean rock, the tracer wire has been installed and the marker tape is being installed. It appears that the pipe is at least 42" deep. The Tee fittings have been installed for both of the fire hydrant sets on this run of pipe. It appears that the 8" water main has been installed from approx. STA. 2+10 to approx. STA. 5+13. It appears that the line is being bedded in clean rock, tracer wire has been installed and marker tape has been installed. The majority of this line has been backfilled. A thrustblock has been installed behind the tee fitting at STA. 2+92.5. It appears that the pipe is at least 42" deep at the areas that have not been backfilled.
PW-Main inspection
Informational
12/21/2017
Brice Lawson 12/08/2017 3:08 PM The 8" water main for line 1 has been installed from approx. STA. 10+10 and connected on the east side of Grindstone where it was previously installed under grindstone. The Tee fitting and 2 gate valves have been installed on the east and south side of the Tee fitting. A thrust block has been installed behind the tee fitting. The DI fittings appear to be wrapped and the tracer wire has been installed. A thrust block has been installed behind the Tee fitting at STA. 8+36.84 on line 1. A thrust block has been installed behind the tee fitting for the hydrant assembly shown at STA. 4+61.84. When I measured the distance of this tee fitting to the back of the curb on Alibaster, it appeared that the tee fitting is 5' east of where it scales on the plans. I let Darren with Redford know about this and he said that the Tee was installed according to the survey stakes provided.
PW-Main inspection
Informational
12/21/2017
Brice Lawson 12/11/2017 1:54 PM The 8" C900 water line #4 has been installed from the 8" valve at STA. 0+00 to approx. STA. 1+06. The pipe appears to be bedded in clean rock. The tracer wire has been installed and it appears that marker tape is being installed 18' to 24" below grade. It appears the the water line is at least 42" below grade. The existing 12" water main at the proposed tie-in location at 1+39.67 has been exposed. The contractor plans to cover the exposed line with blankets to insulate during the cold weather. Redford is workin on installing the water line #1 from the 8" gate valve at STA. 1+39.99 towards the west. 3-20 sections of pipe have been installed. The pipe is being bedded in clean rock. It appears that the pipes are at least 42" below grade.
PW-Main inspection
Informational
12/21/2017
Brice Lawson 12/12/2017 2:39 PM The remainder of water line 1 from approx. STA. 2+00 to STA. 3+25 has been installed. Water line 3 has been installed from STA. 0+00 to approx. STA. 1+25. A temp. blow off has been installed at STA. 1+25. The two gate valves and Tee fitting have been installed at STA. 0+00. The gate valves are installed on the south and west sides of the tee fitting. Tracer wire has been installed. Schedule 40 valve boxes have been installed with the tracer wire running up the outside of the valve box. The existing 12" main has been exposed at the tie-in location on water line 3. Concrete blankets have been installed to insulate during the cold weather. The existing 12" water main at the tie-in to existing on water line 4 has been covered with mulch to act as insulation during the cold weather.
PW-Main inspection
Informational
12/21/2017
Brice Lawson 12/21/2017 9:32 AM The 8" water water main has been flushed at all of the fire hydrants and at the temporary blow offs that have been installed at the ends of the lines near the proposed tie-in at Alabaster and Merryman. This flush was performed after the hydrostatic test was performed.
PW-Main inspection
Informational
12/21/2017
Brice Lawson 12/21/2017 3:11 PM Redford chlorinated the water lines #1, #2, #3 and #4 to. It appeared that the chlorine level was at a minimum of 25 mg/l at the ends of the lines and at the fir hydrants.
PW-Main inspection
Informational
12/22/2017
Brice Lawson 12/22/2017 5:01 PM It appeared that Redford dechlorinated the water main that has been installed at this site. The ends of each line and each fire hydrant have been flushed.
Site Visit Complete 12/27/2017 at 10:50 AM 12/27/2017
PW-Misc
Informational
12/27/2017
Brice Lawson 12/27/2017 3:33 PM There is no activity at this site. The temperature is below 10 degrees.
Sanitary Sewer Construction Inspection Partial 12/27/2017 12/27/2017
PW-Main inspection
Informational
12/04/2017
Brice Lawson 11/22/2017 6:18 AM On 11/21/17 Redford replaced a broken 45 degree bend at the connection to the wye fitting on the sewer lateral for lot 65. The broken 45 degree bend was located due to a leak that was noticed during the air pressure test.
PW-Main inspection
Resolved
12/27/2017
Brice Lawson 11/29/2017 4:21 PM The wye fitting for lot 75 is cracked. The contractor proposes to fix this by removing the broken part of the wye and connecting the wye to the 45 degree bend with a strongback fernco. An email has been sent from Ryan Elam to Jeff Thorne to see if this would be an acceptable repair.
PW-Main inspection
Informational
12/04/2017
Brice Lawson 12/04/2017 9:45 AM Redford has removed the stub for lot 75. They removed part of the end of the 4" wye. A stongback ferco was installed and connected the 4" wye to a 45 degree bend. They were installing the stub when I left.
Water Line - Coliform Test 1 Partial 12/28/2017 at 10:00 AM 12/28/2017
PW-Misc
Informational
12/28/2017
Brice Lawson 12/28/2017 1:27 PM The day 1 bacterial samples have been taken to Blue Valley Lab.
Water Line - Construction Inspection Partial 12/28/2017 at 8:00 AM 12/28/2017
PW-Main inspection
Informational
12/22/2017
Brice Lawson 11/10/2017 11:30 AM Redford installed 40' of 8" C900 water main with tracer wire and water line marker tape. The line appeared to be installed at least 42" from current grade. The pipe was bedded in clean rock. This line was installed on water line 1 from approx. STA. 11+48 to approx. STA. 11+88. The line was being backfilled in lifts. The trench was opened up over 48" wide and KC Testing was on site to perform compaction testing.
PW-Main inspection
Informational
12/22/2017
Brice Lawson 11/10/2017 2:57 PM Redford installed 40' of 8" C900 water line on water line 1 from STA 3+25 to STA. 3+65. Tracer wire and bury tape have been installed with this water line.
PW-Main inspection
Informational
12/22/2017
Brice Lawson 11/13/2017 11:47 AM Redford installed the 8" C900 water line with tracer wire for water line 1 from approx. STA. 0+29.17 to STA. 1+39.99. The Tee fitting has been installed at STA. 1+39.99.
PW-Main inspection
Informational
12/22/2017
Brice Lawson 11/13/2017 2:46 PM Redford installed the 8" gate valve on line 2 near STA. 0+00. Approx. 74' of C900 water line has been installed from STA. 0+00 to approx. STA. 0+74. Tracer wire has been installed with this pipe and utility marker tape is being installed in the trench. Two vertical 45 degree bend fittings have been installed with rebar loops around the fittings. The rebar loops have been installed in a thrust block below the 45 degree fittings. KC Testing is on site to observe compaction testing for the water line. The DI fittings have been wrapped in 12 mil poly wrap and the T bolts have been sprayed with an undercoating. A thrust block has been installed on the 45 degree bend fitting on line 1 at STA.0+95.15. MCIB WA610 concrete was used for the thrust blocks.
PW-Main inspection
Informational
12/22/2017
Brice Lawson 11/14/2017 1:23 PM Redford installed an 8" Clow gate valve just west of the Tee fitting located at STA. 0+00 on water line 2. A 1' piece of C900 was installed between the valve and the tee fitting. A thrust block has been installed on the tee fitting. A tracer wire has been installed over to the tee fitting.
PW-Main inspection
Informational
12/22/2017
Brice Lawson 12/08/2017 8:00 AM Redford has installed the 8" water main for water line 1 from approx. STA. 3+65 to approx. STA. 10+00. The majority of this line has been backfilled. The areas that have not been backfilled show that the pipe is being bedded in clean rock, the tracer wire has been installed and the marker tape is being installed. It appears that the pipe is at least 42" deep. The Tee fittings have been installed for both of the fire hydrant sets on this run of pipe. It appears that the 8" water main has been installed from approx. STA. 2+10 to approx. STA. 5+13. It appears that the line is being bedded in clean rock, tracer wire has been installed and marker tape has been installed. The majority of this line has been backfilled. A thrustblock has been installed behind the tee fitting at STA. 2+92.5. It appears that the pipe is at least 42" deep at the areas that have not been backfilled.
PW-Main inspection
Informational
12/22/2017
Brice Lawson 12/08/2017 3:08 PM The 8" water main for line 1 has been installed from approx. STA. 10+10 and connected on the east side of Grindstone where it was previously installed under grindstone. The Tee fitting and 2 gate valves have been installed on the east and south side of the Tee fitting. A thrust block has been installed behind the tee fitting. The DI fittings appear to be wrapped and the tracer wire has been installed. A thrust block has been installed behind the Tee fitting at STA. 8+36.84 on line 1. A thrust block has been installed behind the tee fitting for the hydrant assembly shown at STA. 4+61.84. When I measured the distance of this tee fitting to the back of the curb on Alibaster, it appeared that the tee fitting is 5' east of where it scales on the plans. I let Darren with Redford know about this and he said that the Tee was installed according to the survey stakes provided.
PW-Main inspection
Informational
12/22/2017
Brice Lawson 12/11/2017 1:54 PM The 8" C900 water line #4 has been installed from the 8" valve at STA. 0+00 to approx. STA. 1+06. The pipe appears to be bedded in clean rock. The tracer wire has been installed and it appears that marker tape is being installed 18' to 24" below grade. It appears the the water line is at least 42" below grade. The existing 12" water main at the proposed tie-in location at 1+39.67 has been exposed. The contractor plans to cover the exposed line with blankets to insulate during the cold weather. Redford is workin on installing the water line #1 from the 8" gate valve at STA. 1+39.99 towards the west. 3-20 sections of pipe have been installed. The pipe is being bedded in clean rock. It appears that the pipes are at least 42" below grade.
PW-Main inspection
Informational
12/22/2017
Brice Lawson 12/12/2017 2:39 PM The remainder of water line 1 from approx. STA. 2+00 to STA. 3+25 has been installed. Water line 3 has been installed from STA. 0+00 to approx. STA. 1+25. A temp. blow off has been installed at STA. 1+25. The two gate valves and Tee fitting have been installed at STA. 0+00. The gate valves are installed on the south and west sides of the tee fitting. Tracer wire has been installed. Schedule 40 valve boxes have been installed with the tracer wire running up the outside of the valve box. The existing 12" main has been exposed at the tie-in location on water line 3. Concrete blankets have been installed to insulate during the cold weather. The existing 12" water main at the tie-in to existing on water line 4 has been covered with mulch to act as insulation during the cold weather.
PW-Main inspection
Informational
12/22/2017
Brice Lawson 12/21/2017 9:32 AM The 8" water water main has been flushed at all of the fire hydrants and at the temporary blow offs that have been installed at the ends of the lines near the proposed tie-in at Alabaster and Merryman. This flush was performed after the hydrostatic test was performed.
PW-Main inspection
Informational
12/22/2017
Brice Lawson 12/21/2017 3:11 PM Redford chlorinated the water lines #1, #2, #3 and #4 to. It appeared that the chlorine level was at a minimum of 25 mg/l at the ends of the lines and at the fir hydrants.
PW-Main inspection
Informational
12/22/2017
Brice Lawson 12/22/2017 5:01 PM It appeared that Redford dechlorinated the water main that has been installed at this site. The ends of each line and each fire hydrant have been flushed.
PW-Main inspection
Informational
12/28/2017
Brice Lawson 12/28/2017 1:29 PM Redford Construction installed a construction tap on the water line near the west end of Merryman and one near the temporary fire hydrant at the north end of Amethyst.
Storm Sewer Construction Inspection Partial 12/29/2017 at 9:30 AM 12/29/2017
PW-Storm Sewer Inspection
Informational
11/17/2017
Brice Lawson 11/10/2017 11:35 AM Redford has installed CI 4-1, CI 4-2, CI 4-3 and CI 4-4. The 15" HDPE storm pipe has been installed between CI 4-4 and CI 4-3. The 18" HDPE pipe has been installed between CI 4-3 and CI 4-2. The 24" HDPE pipe has been installed between CI 4-2 and CI 4-1. The remainder of the 24" HDPE storm pipe has been installed between CI 4-1 and FI 2-5. There is approx. 30" of clearance between the existing 12" water main and the 24" storm pipe at the water main crossing on storm line 4. This crossing is just north of FI 2-5. The exterior collars have been installed on CI 4-1 and CI 4-2. The exterior collar on the west pipe at CI 4-4 has been installed. The north pipe collar and invert have been installed at FI 2-5. The west exterior pipe collar has been installed at CI 2-1. The concrete lids have been installed on FI 2-3, FI 2-4 and FI 2-6.
PW-Storm Sewer Inspection
Informational
11/17/2017
Brice Lawson 11/14/2017 1:36 PM Redford installed CI 4-5 and the 15" HDPE storm pipe from CI 4-5 to CI 4-4. The invert and east exterior pipe collar has been installed at CI 4-4. The west pipe collar and invert were being installed.
PW-Storm Sewer Inspection
Informational
11/17/2017
Brice Lawson 11/15/2017 10:27 AM Redford is cutting into the west side of the existing City FI on Storm line 1. The hole is being made to accept a 42" storm pipe.
PW-Storm Sewer Inspection
Informational
11/17/2017
Brice Lawson 11/16/2017 11:25 AM Redford has installed the FI 1-1 and they are installing the 42" HDPE storm pipe between FI 1-1 and FI 1-2.
PW-Storm Sewer Inspection
Informational
11/17/2017
Brice Lawson 11/17/2017 11:53 AM Redford has installed the 42" HDPE storm pipe on storm line 1 from approx. STA. 0+15 to approx. STA. 4+25. FI 1-1 has been installed. The outlet structure has been installed for the detention basin. The 36" HDPE pipe has been installed from the detention basin to FI 1-1. The 24" HDPE pipe has been installed from the outlet structure to the FES located in the detention basin. The pipe collars have been installed on the three pipes at FI 1-1. There is a conflict with the 42" storm pipe and an existing 12" water main on storm line 1 at approx. STA. 4+25. This is where the 12" water main crosses the proposed 42" storm pipe. Redford was removing part of the floor and west wall of the existing FI located at STA. 0+00. This is being done to connect the proposed storm pipe and to install a new invert.
PW-Storm Sewer Inspection
Informational
12/29/2017
Brice Lawson 12/29/2017 10:19 AM Redford has removed approx. 180' of 42" HDPE storm pipe that was installed west of field inlet 1-1. There is still approx. 2' of pipe connected to FI 1-1. Plywood has been installed in front of the open end of the pipe. This area has been backfilled to finish grade. The removal of this pipe was approved by Gene Williams in an email. The pipe is to be removed and grade the swale from the existing 30" culvert at Pryor Rd to the weir opening at FI 1-1.
Grading/Excavation/Fill Inspection Partial 12/29/2017 at 9:46 AM 12/29/2017
PW-Misc
Informational
12/21/2017
Brice Lawson 12/21/2017 11:38 AM Moisture and density test results have been submitted for the water main trench backfill for water lines #1 and #2. It appears that all of the tests passed.
PW-Misc
Informational
12/21/2017
Brice Lawson 08/09/2017 2:45 PM Spalding Excavating began digging the temporary sediment basin. They are stipping and stock piling the top soil on the central part of the site. I spoke with Jason regarding the detention basin and he plans to build it after the cut is made in that location.
PW-Misc
Informational
12/21/2017
Brice Lawson 08/17/2017 10:02 AM Spalding has roughed in the detention basin in the southwest corner of the site. They are performing a fill in the south portion of the site. They have roughed in the temporary sediment basin located on the north edge of the site.
PW-Misc
Informational
12/21/2017
Brice Lawson 08/17/2017 3:45 PM Spalding began stockpiling large rock and dirt west of the temporary sediment basin.
PW-Misc
Informational
12/21/2017
Brice Lawson 09/01/2017 3:42 PM Spalding continues to grade outside the ROW. They were grading, filling and compacting the sump areas north of future Merryman Dr.
PW-Misc
Informational
12/21/2017
Brice Lawson 09/05/2017 11:01 AM Spalding is grading the area north and east of the permanent detention basin. A sheepsfoot compactor is being used on parts of this area. Redford is removing and hauling excess dirt that is left over after the major grading was completed east of SW Stoney Creek Dr. This grading was performed after sanitary line A and U were installed. The excess dirt is being hauled and stock piled on the west side of the site north of proposed Merryman Dr.
PW-Misc
Informational
12/21/2017
Tom Chandler 09/15/2017 11:11 AM Backfill on sanitary sewer main being placed today. No testing has been done today. If testing lab can make it to site today they will backfill (3) roadway crossings.
PW-Misc
Resolved
12/29/2017
Brice Lawson 09/27/2017 11:33 AM I informed Mike with KC Testing, Thomas Hudgens and Darrin that the compaction test reports for the sanitary trenches that have been submitted so far do not have documentation for a visual inspection of the initial backfill that is being placed in the trenches. KC Testing will not perform moisture density testing of trenches that are too deep due to safety reasons. I informed them that the City will need documentation of visual inspections of the backfill of the sanitary trenched up to the point where KC Testing can perform the moisture density testing.
PW-Misc
Informational
12/21/2017
Brice Lawson 11/15/2017 10:30 AM A crew is using a blade and a scraper and has began final grading and shaping of the proposed road subgrade on Merryman Ln and Amethyst Dr.
PW-Misc
Informational
12/21/2017
Brice Lawson 11/21/2017 11:33 AM The road subgrade on this project has some areas that appear to be too wet. The contractor has scarified the entire road width on Amethyst north of approx. STA. 2+00 to approx. STA. 3+60. Areas on Merryman are being removed and replaced with soil that appears to be dryer.
PW-Misc
Resolved
12/29/2017
Brice Lawson 11/27/2017 3:36 PM The swale that is east of Pryor Rd and on the north side of County Line Rd has been partially filled in with dirt. This was done when the new storm pipe was being installed. The new storm pipe and the existing water line were at the same elevations. This area has not been backfilled. I let Darren with Redford know that there is a resident is concerned that the ditch will not drain properly and back water up onto his property. Darren plans to backfill the storm sewer trench and allow any storm water to drain from the culvert that runs east and west under SW Pryor Rd at County Line Rd.
PW-Misc
Corrective Action Required
12/21/2017
Brice Lawson 11/27/2017 3:40 PM The existing City FI that storm line 1 connects to is holding approx. 1.5 feet of water. There is a CMP that runs from this FI and eventually daylights at a FES on the south side of County Line Rd. The FES is under water and it appears that the ditch below this FES is higher than the FES. This is causing the water to back up and hold in the pipes and storm structures that are above it.
PW-Misc
Informational
12/29/2017
Brice Lawson 12/29/2017 10:25 AM Redford backfilled the existing 12" water main at the tie-in location on Alibaster at County Line Rd. This was done to insulate the water main as the forecasted temperatures appear to be cold.
Water Line - Coliform Test 2 Partial 1/2/2018 at 8:15 AM 01/02/2018
PW-Misc
Informational
01/02/2018
Brice Lawson 01/02/2018 11:43 AM The 2nd set of water samples were collected from the job site and taken to Blue Valley Lab.
Sanitary Sewer Construction Inspection Partial 1/2/2018 at 1:00 PM 01/02/2018
PW-Main inspection
Informational
12/27/2017
Brice Lawson 11/22/2017 6:18 AM On 11/21/17 Redford replaced a broken 45 degree bend at the connection to the wye fitting on the sewer lateral for lot 65. The broken 45 degree bend was located due to a leak that was noticed during the air pressure test.
PW-Main inspection
Informational
12/27/2017
Brice Lawson 12/04/2017 9:45 AM Redford has removed the stub for lot 75. They removed part of the end of the 4" wye. A stongback ferco was installed and connected the 4" wye to a 45 degree bend. They were installing the stub when I left.
PW-Main inspection
Informational
01/02/2018
Brice Lawson 01/02/2018 3:20 PM Redford Construction flushed the following sanitary sewer line segments: MH D-1 to MH D-2 MH D-1 to MH C-3 MH C-3 to MH C-2 MH C-2 to MH C-1 MH C-1 to MH B-3 MH B-3 to MH B-2
Water Line - Fire Hydrant Partial 1/2/2018 01/02/2018
PW-Misc
Corrective Action Required
01/02/2018
Brice Lawson 01/02/2018 3:59 PM The fire hydrant at the west end of Merryman, the fire hydrant just east of Grindstone, and the fire hydrant at the end of Amethyst were not operating properly. Daniel with Redford Construction said he thought they are frozen at the base of the hydrant.
Sanitary Sewer Construction Inspection Partial 1/3/2018 at 9:30 AM 01/03/2018
PW-Main inspection
Informational
01/02/2018
Brice Lawson 11/22/2017 6:18 AM On 11/21/17 Redford replaced a broken 45 degree bend at the connection to the wye fitting on the sewer lateral for lot 65. The broken 45 degree bend was located due to a leak that was noticed during the air pressure test.
PW-Main inspection
Informational
01/02/2018
Brice Lawson 12/04/2017 9:45 AM Redford has removed the stub for lot 75. They removed part of the end of the 4" wye. A stongback ferco was installed and connected the 4" wye to a 45 degree bend. They were installing the stub when I left.
PW-Main inspection
Informational
01/02/2018
Brice Lawson 01/02/2018 3:20 PM Redford Construction flushed the following sanitary sewer line segments: MH D-1 to MH D-2 MH D-1 to MH C-3 MH C-3 to MH C-2 MH C-2 to MH C-1 MH C-1 to MH B-3 MH B-3 to MH B-2
PW-Main inspection
Informational
01/03/2018
Brice Lawson 01/03/2018 3:28 PM Redford Construction requested a punch list for the sanitary sewer construction for this site. I performed inspections on the sanitary sewers that have been installed and will send Redford a preliminary punch list.
Sanitary Sewer Construction Inspection Partial 1/3/2018 at 1:00 PM 01/03/2018
PW-Main inspection
Informational
01/03/2018
Brice Lawson 11/22/2017 6:18 AM On 11/21/17 Redford replaced a broken 45 degree bend at the connection to the wye fitting on the sewer lateral for lot 65. The broken 45 degree bend was located due to a leak that was noticed during the air pressure test.
PW-Main inspection
Informational
01/03/2018
Brice Lawson 12/04/2017 9:45 AM Redford has removed the stub for lot 75. They removed part of the end of the 4" wye. A stongback ferco was installed and connected the 4" wye to a 45 degree bend. They were installing the stub when I left.
PW-Main inspection
Informational
01/03/2018
Brice Lawson 01/02/2018 3:20 PM Redford Construction flushed the following sanitary sewer line segments: MH D-1 to MH D-2 MH D-1 to MH C-3 MH C-3 to MH C-2 MH C-2 to MH C-1 MH C-1 to MH B-3 MH B-3 to MH B-2
PW-Main inspection
Informational
01/03/2018
Brice Lawson 01/03/2018 3:28 PM Redford Construction requested a punch list for the sanitary sewer construction for this site. I performed inspections on the sanitary sewers that have been installed and will send Redford a preliminary punch list.
PW-Main inspection
Informational
01/03/2018
Brice Lawson 01/03/2018 3:32 PM Redford Construction requested a punch list for the sanitary sewer construction for this site. I performed inspections on the sanitary sewers that have been installed and will send Redford a preliminary punch list.
Curb - Compression Strength Passed 1/4/2018 at 7:40 AM 01/04/2018
PW-Misc
Informational
12/13/2017
Brice Lawson 12/13/2017 8:06 AM 2-7 day compressive strength test results have been submitted for the curb. One test showed the compressive strength at 5510 psi and the other showed the compressive strength at 5840 psi.
PW-Misc
Informational
01/04/2018
Brice Lawson 01/04/2018 7:45 AM The 28 day curb compression strength test report has been submitted. There were a total of 4-28 day test specimens tested. The compressive strength of all four cylinders. All four tests show the compressive strength to be 7000 p.s.i or above.
Storm Sewer Construction Inspection Partial 1/4/2018 at 9:45 AM 01/04/2018
PW-Storm Sewer Inspection
Informational
12/29/2017
Brice Lawson 11/10/2017 11:35 AM Redford has installed CI 4-1, CI 4-2, CI 4-3 and CI 4-4. The 15" HDPE storm pipe has been installed between CI 4-4 and CI 4-3. The 18" HDPE pipe has been installed between CI 4-3 and CI 4-2. The 24" HDPE pipe has been installed between CI 4-2 and CI 4-1. The remainder of the 24" HDPE storm pipe has been installed between CI 4-1 and FI 2-5. There is approx. 30" of clearance between the existing 12" water main and the 24" storm pipe at the water main crossing on storm line 4. This crossing is just north of FI 2-5. The exterior collars have been installed on CI 4-1 and CI 4-2. The exterior collar on the west pipe at CI 4-4 has been installed. The north pipe collar and invert have been installed at FI 2-5. The west exterior pipe collar has been installed at CI 2-1. The concrete lids have been installed on FI 2-3, FI 2-4 and FI 2-6.
PW-Storm Sewer Inspection
Informational
12/29/2017
Brice Lawson 11/14/2017 1:36 PM Redford installed CI 4-5 and the 15" HDPE storm pipe from CI 4-5 to CI 4-4. The invert and east exterior pipe collar has been installed at CI 4-4. The west pipe collar and invert were being installed.
PW-Storm Sewer Inspection
Informational
12/29/2017
Brice Lawson 11/15/2017 10:27 AM Redford is cutting into the west side of the existing City FI on Storm line 1. The hole is being made to accept a 42" storm pipe.
PW-Storm Sewer Inspection
Informational
12/29/2017
Brice Lawson 11/16/2017 11:25 AM Redford has installed the FI 1-1 and they are installing the 42" HDPE storm pipe between FI 1-1 and FI 1-2.
PW-Storm Sewer Inspection
Informational
12/29/2017
Brice Lawson 11/17/2017 11:53 AM Redford has installed the 42" HDPE storm pipe on storm line 1 from approx. STA. 0+15 to approx. STA. 4+25. FI 1-1 has been installed. The outlet structure has been installed for the detention basin. The 36" HDPE pipe has been installed from the detention basin to FI 1-1. The 24" HDPE pipe has been installed from the outlet structure to the FES located in the detention basin. The pipe collars have been installed on the three pipes at FI 1-1. There is a conflict with the 42" storm pipe and an existing 12" water main on storm line 1 at approx. STA. 4+25. This is where the 12" water main crosses the proposed 42" storm pipe. Redford was removing part of the floor and west wall of the existing FI located at STA. 0+00. This is being done to connect the proposed storm pipe and to install a new invert.
PW-Storm Sewer Inspection
Informational
12/29/2017
Brice Lawson 12/29/2017 10:19 AM Redford has removed approx. 180' of 42" HDPE storm pipe that was installed west of field inlet 1-1. There is still approx. 2' of pipe connected to FI 1-1. Plywood has been installed in front of the open end of the pipe. This area has been backfilled to finish grade. The removal of this pipe was approved by Gene Williams in an email. The pipe is to be removed and grade the swale from the existing 30" culvert at Pryor Rd to the weir opening at FI 1-1.
PW-Storm Sewer Inspection
Informational
01/04/2018
Brice Lawson 01/04/2018 3:35 PM Darrin with Redford informed me that the storm sewer installation is near completion for this site. I began a post construction inspection of the storm structures.
Storm Sewer Construction Inspection Partial 1/4/2018 at 1:20 PM 01/04/2018
PW-Storm Sewer Inspection
Informational
01/04/2018
Brice Lawson 11/10/2017 11:35 AM Redford has installed CI 4-1, CI 4-2, CI 4-3 and CI 4-4. The 15" HDPE storm pipe has been installed between CI 4-4 and CI 4-3. The 18" HDPE pipe has been installed between CI 4-3 and CI 4-2. The 24" HDPE pipe has been installed between CI 4-2 and CI 4-1. The remainder of the 24" HDPE storm pipe has been installed between CI 4-1 and FI 2-5. There is approx. 30" of clearance between the existing 12" water main and the 24" storm pipe at the water main crossing on storm line 4. This crossing is just north of FI 2-5. The exterior collars have been installed on CI 4-1 and CI 4-2. The exterior collar on the west pipe at CI 4-4 has been installed. The north pipe collar and invert have been installed at FI 2-5. The west exterior pipe collar has been installed at CI 2-1. The concrete lids have been installed on FI 2-3, FI 2-4 and FI 2-6.
PW-Storm Sewer Inspection
Informational
01/04/2018
Brice Lawson 11/14/2017 1:36 PM Redford installed CI 4-5 and the 15" HDPE storm pipe from CI 4-5 to CI 4-4. The invert and east exterior pipe collar has been installed at CI 4-4. The west pipe collar and invert were being installed.
PW-Storm Sewer Inspection
Informational
01/04/2018
Brice Lawson 11/15/2017 10:27 AM Redford is cutting into the west side of the existing City FI on Storm line 1. The hole is being made to accept a 42" storm pipe.
PW-Storm Sewer Inspection
Informational
01/04/2018
Brice Lawson 11/16/2017 11:25 AM Redford has installed the FI 1-1 and they are installing the 42" HDPE storm pipe between FI 1-1 and FI 1-2.
PW-Storm Sewer Inspection
Informational
01/04/2018
Brice Lawson 11/17/2017 11:53 AM Redford has installed the 42" HDPE storm pipe on storm line 1 from approx. STA. 0+15 to approx. STA. 4+25. FI 1-1 has been installed. The outlet structure has been installed for the detention basin. The 36" HDPE pipe has been installed from the detention basin to FI 1-1. The 24" HDPE pipe has been installed from the outlet structure to the FES located in the detention basin. The pipe collars have been installed on the three pipes at FI 1-1. There is a conflict with the 42" storm pipe and an existing 12" water main on storm line 1 at approx. STA. 4+25. This is where the 12" water main crosses the proposed 42" storm pipe. Redford was removing part of the floor and west wall of the existing FI located at STA. 0+00. This is being done to connect the proposed storm pipe and to install a new invert.
PW-Storm Sewer Inspection
Informational
01/04/2018
Brice Lawson 12/29/2017 10:19 AM Redford has removed approx. 180' of 42" HDPE storm pipe that was installed west of field inlet 1-1. There is still approx. 2' of pipe connected to FI 1-1. Plywood has been installed in front of the open end of the pipe. This area has been backfilled to finish grade. The removal of this pipe was approved by Gene Williams in an email. The pipe is to be removed and grade the swale from the existing 30" culvert at Pryor Rd to the weir opening at FI 1-1.
PW-Storm Sewer Inspection
Informational
01/04/2018
Brice Lawson 01/04/2018 3:35 PM Darrin with Redford informed me that the storm sewer installation is near completion for this site. I began a post construction inspection of the storm structures.
PW-Storm Sewer Inspection
Informational
01/04/2018
Brice Lawson 01/04/2018 3:38 PM I continued the post construction inspections of the completed storm sewer structures.
Water Line - Coliform Test 1 Passed 1/5/2018 01/05/2018
PW-Misc
Informational
12/28/2017
Brice Lawson 12/28/2017 1:27 PM The day 1 bacterial samples have been taken to Blue Valley Lab.
PW-Misc
Informational
01/05/2018
Brice Lawson 01/05/2018 7:55 AM Blue Valley Lab submitted the bacterial test report and all of the samples have passed.
Water Line - Coliform Test 2 Passed 1/5/2018 01/05/2018
PW-Misc
Informational
01/02/2018
Brice Lawson 01/02/2018 11:43 AM The 2nd set of water samples were collected from the job site and taken to Blue Valley Lab.
PW-Misc
Informational
01/05/2018
Brice Lawson 01/05/2018 7:57 AM Blue Valley Lab submitted the bacterial test report and all of the samples passed.
Water Line - Fire Hydrant Failed 1/8/2018 at 9:30 AM 01/08/2018
PW-Misc
Corrective Action Required
01/08/2018
Brice Lawson 01/08/2018 9:45 AM The Clow fire hydrants have been installed at this site. The fire hydrants have ice built up inside the barrel section. I informed Darrin with Redford of this today. Redford is attempting to thaw the frozen fire hydrant that was installed at the dead end of Amethyst. Make necessary corrections so that the fire hydrants do not freeze and operate properly.
Sanitary Sewer Construction Inspection Failed 1/8/2018 01/08/2018
PW-Main inspection
Corrective Action Required
01/08/2018
A main inspection has uncovered the following problems. Brice Lawson 01/08/2018 11:49 AM Existing City Sanitary Manhole #60-082 at tie-in: Grout the sides of the pipe up to the springline of the new pipe inside the manhole. Make a smooth transition from the new pipe to the existing flowline with proper slope. Eliminate any vertical offset. MH A-1: Remove wire mesh, debris and paint from the lid MH A-2: Remove green paint from the lid MH A-3: Remove green paint from the lid MH A-4: Remove green paint from the lid MH A-5: Remove green paint from lid. Backfill around the frame to achieve positive drainage away the manhole frame MH A-6: Remove green paint from the lid. Complete the backfill of the manhole frame and achieve positive drainage away from the manhole frame MH A-7: Backfill around the manhole frame and achieve positive drainage away from the frame. Remove green paint from the lid. Remove excess joint mastic at the adjustment ring joint. MH B-1: Remove green paint from lid. Remove excess mastic from adjustmen ring joint. Properly backfill around manhole frame to achieve positive drainage away from the frame. MH B-2: Remove debris from manhole floor, remove wire mesh, remove the vertical strip of what appears to be mastic from the barrel section, remove green paint from the lid MH B-3: Remove the paint from the lid MH E-1: Remove the excess mastic at the horizontal joints, remove debris from the manhole floor, remove the paint from the lid, raise the manhole so that the top of the lid is 2% to 4% above the back of curb MH C-1: Remove paint from the lid, remove debris from invert bench, repair the top of the cone at the void that is allowing the mastic to fall out of the joint, complete grading around the frame to achieve positive drainage away from the frame MH C-2: Remove the green paint from the lid MH C-3: Remove green paint from the lid. Raise the manhole top so that the top is 2% to 4% above the back of the curb. Grade around the frame to achieve positive drainage away from the frame. MH C-4: Remove debris from the manhole floor, remove paint from the lid. Raise the manhole lid so that it is 2% to 4% above the back of curb. FYI- a maximum of 1' of adjustment rings can be used. MH D-1: The top of the lid does not appear to be installed at the elevation shown on the revised drawings. Make necessary corrections to get the top at the correct elevation. Replace manhole lid with the proper lid. Backfill around the frame to achieve positive drainage away from the frame. MH D-2: Remove paint from the lid, fill the lift hole in the cone section behind the steps, properly grade around frame to achieve positive drainage away from the frame. Should the tracer boxes be attached to the post with something that is more durable than ductape Tracer boxes should be installed on a post that extends atleast 3' above grade. The posts need to be painted green. Lot 93-Repair tracer wire and tracer box Lot 99-Raise the tracer box in elevation so it is easily seen Lot 97- Move the tracer box so that it is above the service line and 1' from the property line Lot 98-Repair broken tracer wire and retest the tracer wire in the presence of an inspector Lot 78-repair the tracer box post Lot 42-Attach the tracer wire to the tracer box Lot 69-Install the tracer box on a post at least 3' above grade Lot 48-Install the tracer box on a post at least 3' above grade Lot 65-paint the tracer box post green Lot 64-paint the tracer box post green Lots 63, 62, 61, 60, 58, 57, 56, 55-paint the tracer box post green Lot 54-repair/replace tracer box post and paint green
Water Line - Construction Taps Removed Passed 1/8/2018 at 1:00 PM 01/08/2018
PW-Misc
Resolved
01/08/2018
Brice Lawson 12/22/2017 7:45 AM I spoke with Ryan Elam about who is suppose to perform the construction taps on new water mains. He let me know that it is a gray area and that it is fine if the contractor taps the water mains. A tap has been installed by Redford on the 8" water main near the tie-in to existing on Grindstone at Coutny Line Rd. Properly remove remove construction taps on this site. Brice Lawson 01/08/2018 3:44 PM Redford removed the corp. stop and installed a plug in in the construction tap on the 8" main on Alibaster near the tie-in to the 12" main on County Line Rd. The corp. stop was removed and a plug was installed in the construction tap that is located on the 8" water main on Grindstone near the tie-in to the 12" water main on SW County Line Rd.
Storm Sewer Construction Inspection Partial 1/8/2018 at 3:00 PM 01/08/2018
PW-Storm Sewer Inspection
Informational
01/04/2018
Brice Lawson 11/10/2017 11:35 AM Redford has installed CI 4-1, CI 4-2, CI 4-3 and CI 4-4. The 15" HDPE storm pipe has been installed between CI 4-4 and CI 4-3. The 18" HDPE pipe has been installed between CI 4-3 and CI 4-2. The 24" HDPE pipe has been installed between CI 4-2 and CI 4-1. The remainder of the 24" HDPE storm pipe has been installed between CI 4-1 and FI 2-5. There is approx. 30" of clearance between the existing 12" water main and the 24" storm pipe at the water main crossing on storm line 4. This crossing is just north of FI 2-5. The exterior collars have been installed on CI 4-1 and CI 4-2. The exterior collar on the west pipe at CI 4-4 has been installed. The north pipe collar and invert have been installed at FI 2-5. The west exterior pipe collar has been installed at CI 2-1. The concrete lids have been installed on FI 2-3, FI 2-4 and FI 2-6.
PW-Storm Sewer Inspection
Informational
01/04/2018
Brice Lawson 11/14/2017 1:36 PM Redford installed CI 4-5 and the 15" HDPE storm pipe from CI 4-5 to CI 4-4. The invert and east exterior pipe collar has been installed at CI 4-4. The west pipe collar and invert were being installed.
PW-Storm Sewer Inspection
Informational
01/04/2018
Brice Lawson 11/15/2017 10:27 AM Redford is cutting into the west side of the existing City FI on Storm line 1. The hole is being made to accept a 42" storm pipe.
PW-Storm Sewer Inspection
Informational
01/04/2018
Brice Lawson 11/16/2017 11:25 AM Redford has installed the FI 1-1 and they are installing the 42" HDPE storm pipe between FI 1-1 and FI 1-2.
PW-Storm Sewer Inspection
Informational
01/04/2018
Brice Lawson 11/17/2017 11:53 AM Redford has installed the 42" HDPE storm pipe on storm line 1 from approx. STA. 0+15 to approx. STA. 4+25. FI 1-1 has been installed. The outlet structure has been installed for the detention basin. The 36" HDPE pipe has been installed from the detention basin to FI 1-1. The 24" HDPE pipe has been installed from the outlet structure to the FES located in the detention basin. The pipe collars have been installed on the three pipes at FI 1-1. There is a conflict with the 42" storm pipe and an existing 12" water main on storm line 1 at approx. STA. 4+25. This is where the 12" water main crosses the proposed 42" storm pipe. Redford was removing part of the floor and west wall of the existing FI located at STA. 0+00. This is being done to connect the proposed storm pipe and to install a new invert.
PW-Storm Sewer Inspection
Informational
01/04/2018
Brice Lawson 12/29/2017 10:19 AM Redford has removed approx. 180' of 42" HDPE storm pipe that was installed west of field inlet 1-1. There is still approx. 2' of pipe connected to FI 1-1. Plywood has been installed in front of the open end of the pipe. This area has been backfilled to finish grade. The removal of this pipe was approved by Gene Williams in an email. The pipe is to be removed and grade the swale from the existing 30" culvert at Pryor Rd to the weir opening at FI 1-1.
PW-Storm Sewer Inspection
Informational
01/04/2018
Brice Lawson 01/04/2018 3:35 PM Darrin with Redford informed me that the storm sewer installation is near completion for this site. I began a post construction inspection of the storm structures.
PW-Storm Sewer Inspection
Informational
01/04/2018
Brice Lawson 01/04/2018 3:38 PM I continued the post construction inspections of the completed storm sewer structures.
PW-Storm Sewer Inspection
Informational
01/08/2018
Brice Lawson 01/08/2018 4:03 PM I continued to perform post construction inspections of the storm sewer system that has been installed.
Water Line - Construction Inspection Partial 1/9/2018 at 7:30 AM 01/09/2018
PW-Main inspection
Informational
12/28/2017
Brice Lawson 11/10/2017 11:30 AM Redford installed 40' of 8" C900 water main with tracer wire and water line marker tape. The line appeared to be installed at least 42" from current grade. The pipe was bedded in clean rock. This line was installed on water line 1 from approx. STA. 11+48 to approx. STA. 11+88. The line was being backfilled in lifts. The trench was opened up over 48" wide and KC Testing was on site to perform compaction testing.
PW-Main inspection
Informational
12/28/2017
Brice Lawson 11/10/2017 2:57 PM Redford installed 40' of 8" C900 water line on water line 1 from STA 3+25 to STA. 3+65. Tracer wire and bury tape have been installed with this water line.
PW-Main inspection
Informational
12/28/2017
Brice Lawson 11/13/2017 11:47 AM Redford installed the 8" C900 water line with tracer wire for water line 1 from approx. STA. 0+29.17 to STA. 1+39.99. The Tee fitting has been installed at STA. 1+39.99.
PW-Main inspection
Informational
12/28/2017
Brice Lawson 11/13/2017 2:46 PM Redford installed the 8" gate valve on line 2 near STA. 0+00. Approx. 74' of C900 water line has been installed from STA. 0+00 to approx. STA. 0+74. Tracer wire has been installed with this pipe and utility marker tape is being installed in the trench. Two vertical 45 degree bend fittings have been installed with rebar loops around the fittings. The rebar loops have been installed in a thrust block below the 45 degree fittings. KC Testing is on site to observe compaction testing for the water line. The DI fittings have been wrapped in 12 mil poly wrap and the T bolts have been sprayed with an undercoating. A thrust block has been installed on the 45 degree bend fitting on line 1 at STA.0+95.15. MCIB WA610 concrete was used for the thrust blocks.
PW-Main inspection
Informational
12/28/2017
Brice Lawson 11/14/2017 1:23 PM Redford installed an 8" Clow gate valve just west of the Tee fitting located at STA. 0+00 on water line 2. A 1' piece of C900 was installed between the valve and the tee fitting. A thrust block has been installed on the tee fitting. A tracer wire has been installed over to the tee fitting.
PW-Main inspection
Informational
12/28/2017
Brice Lawson 12/08/2017 8:00 AM Redford has installed the 8" water main for water line 1 from approx. STA. 3+65 to approx. STA. 10+00. The majority of this line has been backfilled. The areas that have not been backfilled show that the pipe is being bedded in clean rock, the tracer wire has been installed and the marker tape is being installed. It appears that the pipe is at least 42" deep. The Tee fittings have been installed for both of the fire hydrant sets on this run of pipe. It appears that the 8" water main has been installed from approx. STA. 2+10 to approx. STA. 5+13. It appears that the line is being bedded in clean rock, tracer wire has been installed and marker tape has been installed. The majority of this line has been backfilled. A thrustblock has been installed behind the tee fitting at STA. 2+92.5. It appears that the pipe is at least 42" deep at the areas that have not been backfilled.
PW-Main inspection
Informational
12/28/2017
Brice Lawson 12/08/2017 3:08 PM The 8" water main for line 1 has been installed from approx. STA. 10+10 and connected on the east side of Grindstone where it was previously installed under grindstone. The Tee fitting and 2 gate valves have been installed on the east and south side of the Tee fitting. A thrust block has been installed behind the tee fitting. The DI fittings appear to be wrapped and the tracer wire has been installed. A thrust block has been installed behind the Tee fitting at STA. 8+36.84 on line 1. A thrust block has been installed behind the tee fitting for the hydrant assembly shown at STA. 4+61.84. When I measured the distance of this tee fitting to the back of the curb on Alibaster, it appeared that the tee fitting is 5' east of where it scales on the plans. I let Darren with Redford know about this and he said that the Tee was installed according to the survey stakes provided.
PW-Main inspection
Informational
12/28/2017
Brice Lawson 12/11/2017 1:54 PM The 8" C900 water line #4 has been installed from the 8" valve at STA. 0+00 to approx. STA. 1+06. The pipe appears to be bedded in clean rock. The tracer wire has been installed and it appears that marker tape is being installed 18' to 24" below grade. It appears the the water line is at least 42" below grade. The existing 12" water main at the proposed tie-in location at 1+39.67 has been exposed. The contractor plans to cover the exposed line with blankets to insulate during the cold weather. Redford is workin on installing the water line #1 from the 8" gate valve at STA. 1+39.99 towards the west. 3-20 sections of pipe have been installed. The pipe is being bedded in clean rock. It appears that the pipes are at least 42" below grade.
PW-Main inspection
Informational
12/28/2017
Brice Lawson 12/12/2017 2:39 PM The remainder of water line 1 from approx. STA. 2+00 to STA. 3+25 has been installed. Water line 3 has been installed from STA. 0+00 to approx. STA. 1+25. A temp. blow off has been installed at STA. 1+25. The two gate valves and Tee fitting have been installed at STA. 0+00. The gate valves are installed on the south and west sides of the tee fitting. Tracer wire has been installed. Schedule 40 valve boxes have been installed with the tracer wire running up the outside of the valve box. The existing 12" main has been exposed at the tie-in location on water line 3. Concrete blankets have been installed to insulate during the cold weather. The existing 12" water main at the tie-in to existing on water line 4 has been covered with mulch to act as insulation during the cold weather.
PW-Main inspection
Informational
12/28/2017
Brice Lawson 12/21/2017 9:32 AM The 8" water water main has been flushed at all of the fire hydrants and at the temporary blow offs that have been installed at the ends of the lines near the proposed tie-in at Alabaster and Merryman. This flush was performed after the hydrostatic test was performed.
PW-Main inspection
Informational
12/28/2017
Brice Lawson 12/21/2017 3:11 PM Redford chlorinated the water lines #1, #2, #3 and #4 to. It appeared that the chlorine level was at a minimum of 25 mg/l at the ends of the lines and at the fir hydrants.
PW-Main inspection
Informational
12/28/2017
Brice Lawson 12/22/2017 5:01 PM It appeared that Redford dechlorinated the water main that has been installed at this site. The ends of each line and each fire hydrant have been flushed.
PW-Main inspection
Informational
12/28/2017
Brice Lawson 12/28/2017 1:29 PM Redford Construction installed a construction tap on the water line near the west end of Merryman and one near the temporary fire hydrant at the north end of Amethyst.
PW-Main inspection
Informational
01/09/2018
Brice Lawson 01/09/2018 10:29 AM The 12" water main was shutdown at Alabaster at approx. 8:15 a.m. Redford Construction installed a 12" Prat butterfly valve, a 12" by 8" tee fitting and a 12" sleeve on the existing 12" water main. The 8" water main was installed from the location where the temporary blow off was and connected to the 12" by 8" tee fitting. An 8" sleeve was used to connect the two 8" C900 pipes. An 8" Clow valve has been installed on the 8" line on the north side of the tee fitting.
Water Line - Construction Inspection Partial 1/9/2018 at 1:30 PM 01/09/2018
PW-Main inspection
Informational
01/09/2018
Brice Lawson 11/10/2017 11:30 AM Redford installed 40' of 8" C900 water main with tracer wire and water line marker tape. The line appeared to be installed at least 42" from current grade. The pipe was bedded in clean rock. This line was installed on water line 1 from approx. STA. 11+48 to approx. STA. 11+88. The line was being backfilled in lifts. The trench was opened up over 48" wide and KC Testing was on site to perform compaction testing.
PW-Main inspection
Informational
01/09/2018
Brice Lawson 11/10/2017 2:57 PM Redford installed 40' of 8" C900 water line on water line 1 from STA 3+25 to STA. 3+65. Tracer wire and bury tape have been installed with this water line.
PW-Main inspection
Informational
01/09/2018
Brice Lawson 11/13/2017 11:47 AM Redford installed the 8" C900 water line with tracer wire for water line 1 from approx. STA. 0+29.17 to STA. 1+39.99. The Tee fitting has been installed at STA. 1+39.99.
PW-Main inspection
Informational
01/09/2018
Brice Lawson 11/13/2017 2:46 PM Redford installed the 8" gate valve on line 2 near STA. 0+00. Approx. 74' of C900 water line has been installed from STA. 0+00 to approx. STA. 0+74. Tracer wire has been installed with this pipe and utility marker tape is being installed in the trench. Two vertical 45 degree bend fittings have been installed with rebar loops around the fittings. The rebar loops have been installed in a thrust block below the 45 degree fittings. KC Testing is on site to observe compaction testing for the water line. The DI fittings have been wrapped in 12 mil poly wrap and the T bolts have been sprayed with an undercoating. A thrust block has been installed on the 45 degree bend fitting on line 1 at STA.0+95.15. MCIB WA610 concrete was used for the thrust blocks.
PW-Main inspection
Informational
01/09/2018
Brice Lawson 11/14/2017 1:23 PM Redford installed an 8" Clow gate valve just west of the Tee fitting located at STA. 0+00 on water line 2. A 1' piece of C900 was installed between the valve and the tee fitting. A thrust block has been installed on the tee fitting. A tracer wire has been installed over to the tee fitting.
PW-Main inspection
Informational
01/09/2018
Brice Lawson 12/08/2017 8:00 AM Redford has installed the 8" water main for water line 1 from approx. STA. 3+65 to approx. STA. 10+00. The majority of this line has been backfilled. The areas that have not been backfilled show that the pipe is being bedded in clean rock, the tracer wire has been installed and the marker tape is being installed. It appears that the pipe is at least 42" deep. The Tee fittings have been installed for both of the fire hydrant sets on this run of pipe. It appears that the 8" water main has been installed from approx. STA. 2+10 to approx. STA. 5+13. It appears that the line is being bedded in clean rock, tracer wire has been installed and marker tape has been installed. The majority of this line has been backfilled. A thrustblock has been installed behind the tee fitting at STA. 2+92.5. It appears that the pipe is at least 42" deep at the areas that have not been backfilled.
PW-Main inspection
Informational
01/09/2018
Brice Lawson 12/08/2017 3:08 PM The 8" water main for line 1 has been installed from approx. STA. 10+10 and connected on the east side of Grindstone where it was previously installed under grindstone. The Tee fitting and 2 gate valves have been installed on the east and south side of the Tee fitting. A thrust block has been installed behind the tee fitting. The DI fittings appear to be wrapped and the tracer wire has been installed. A thrust block has been installed behind the Tee fitting at STA. 8+36.84 on line 1. A thrust block has been installed behind the tee fitting for the hydrant assembly shown at STA. 4+61.84. When I measured the distance of this tee fitting to the back of the curb on Alibaster, it appeared that the tee fitting is 5' east of where it scales on the plans. I let Darren with Redford know about this and he said that the Tee was installed according to the survey stakes provided.
PW-Main inspection
Informational
01/09/2018
Brice Lawson 12/11/2017 1:54 PM The 8" C900 water line #4 has been installed from the 8" valve at STA. 0+00 to approx. STA. 1+06. The pipe appears to be bedded in clean rock. The tracer wire has been installed and it appears that marker tape is being installed 18' to 24" below grade. It appears the the water line is at least 42" below grade. The existing 12" water main at the proposed tie-in location at 1+39.67 has been exposed. The contractor plans to cover the exposed line with blankets to insulate during the cold weather. Redford is workin on installing the water line #1 from the 8" gate valve at STA. 1+39.99 towards the west. 3-20 sections of pipe have been installed. The pipe is being bedded in clean rock. It appears that the pipes are at least 42" below grade.
PW-Main inspection
Informational
01/09/2018
Brice Lawson 12/12/2017 2:39 PM The remainder of water line 1 from approx. STA. 2+00 to STA. 3+25 has been installed. Water line 3 has been installed from STA. 0+00 to approx. STA. 1+25. A temp. blow off has been installed at STA. 1+25. The two gate valves and Tee fitting have been installed at STA. 0+00. The gate valves are installed on the south and west sides of the tee fitting. Tracer wire has been installed. Schedule 40 valve boxes have been installed with the tracer wire running up the outside of the valve box. The existing 12" main has been exposed at the tie-in location on water line 3. Concrete blankets have been installed to insulate during the cold weather. The existing 12" water main at the tie-in to existing on water line 4 has been covered with mulch to act as insulation during the cold weather.
PW-Main inspection
Informational
01/09/2018
Brice Lawson 12/21/2017 9:32 AM The 8" water water main has been flushed at all of the fire hydrants and at the temporary blow offs that have been installed at the ends of the lines near the proposed tie-in at Alabaster and Merryman. This flush was performed after the hydrostatic test was performed.
PW-Main inspection
Informational
01/09/2018
Brice Lawson 12/21/2017 3:11 PM Redford chlorinated the water lines #1, #2, #3 and #4 to. It appeared that the chlorine level was at a minimum of 25 mg/l at the ends of the lines and at the fir hydrants.
PW-Main inspection
Informational
01/09/2018
Brice Lawson 12/22/2017 5:01 PM It appeared that Redford dechlorinated the water main that has been installed at this site. The ends of each line and each fire hydrant have been flushed.
PW-Main inspection
Informational
01/09/2018
Brice Lawson 12/28/2017 1:29 PM Redford Construction installed a construction tap on the water line near the west end of Merryman and one near the temporary fire hydrant at the north end of Amethyst.
PW-Main inspection
Informational
01/09/2018
Brice Lawson 01/09/2018 10:29 AM The 12" water main was shutdown at Alabaster at approx. 8:15 a.m. Redford Construction installed a 12" Prat butterfly valve, a 12" by 8" tee fitting and a 12" sleeve on the existing 12" water main. The 8" water main was installed from the location where the temporary blow off was and connected to the 12" by 8" tee fitting. An 8" sleeve was used to connect the two 8" C900 pipes. An 8" Clow valve has been installed on the 8" line on the north side of the tee fitting.
PW-Main inspection
Informational
01/09/2018
Brice Lawson 01/09/2018 4:18 PM Redford installed the 4500 MCIB thrustblock at the 12" by 8" tee fitting that is located on the existing 12" watermain at SW Alabaster Dr. The tracer wire has been installed at this tie-in. It appears that the DI fittings have been wrapped with poly wrap and sealed with tape. The Water Dept. flushed the 12" water main and put it back in service. They let me know that the chlorine level in the 12" main was 2.02 Mg/L
Water Line - Construction Inspection Partial 1/10/2018 at 9:00 AM 01/10/2018
PW-Main inspection
Informational
01/09/2018
Brice Lawson 11/10/2017 11:30 AM Redford installed 40' of 8" C900 water main with tracer wire and water line marker tape. The line appeared to be installed at least 42" from current grade. The pipe was bedded in clean rock. This line was installed on water line 1 from approx. STA. 11+48 to approx. STA. 11+88. The line was being backfilled in lifts. The trench was opened up over 48" wide and KC Testing was on site to perform compaction testing.
PW-Main inspection
Informational
01/09/2018
Brice Lawson 11/10/2017 2:57 PM Redford installed 40' of 8" C900 water line on water line 1 from STA 3+25 to STA. 3+65. Tracer wire and bury tape have been installed with this water line.
PW-Main inspection
Informational
01/09/2018
Brice Lawson 11/13/2017 11:47 AM Redford installed the 8" C900 water line with tracer wire for water line 1 from approx. STA. 0+29.17 to STA. 1+39.99. The Tee fitting has been installed at STA. 1+39.99.
PW-Main inspection
Informational
01/09/2018
Brice Lawson 11/13/2017 2:46 PM Redford installed the 8" gate valve on line 2 near STA. 0+00. Approx. 74' of C900 water line has been installed from STA. 0+00 to approx. STA. 0+74. Tracer wire has been installed with this pipe and utility marker tape is being installed in the trench. Two vertical 45 degree bend fittings have been installed with rebar loops around the fittings. The rebar loops have been installed in a thrust block below the 45 degree fittings. KC Testing is on site to observe compaction testing for the water line. The DI fittings have been wrapped in 12 mil poly wrap and the T bolts have been sprayed with an undercoating. A thrust block has been installed on the 45 degree bend fitting on line 1 at STA.0+95.15. MCIB WA610 concrete was used for the thrust blocks.
PW-Main inspection
Informational
01/09/2018
Brice Lawson 11/14/2017 1:23 PM Redford installed an 8" Clow gate valve just west of the Tee fitting located at STA. 0+00 on water line 2. A 1' piece of C900 was installed between the valve and the tee fitting. A thrust block has been installed on the tee fitting. A tracer wire has been installed over to the tee fitting.
PW-Main inspection
Informational
01/09/2018
Brice Lawson 12/08/2017 8:00 AM Redford has installed the 8" water main for water line 1 from approx. STA. 3+65 to approx. STA. 10+00. The majority of this line has been backfilled. The areas that have not been backfilled show that the pipe is being bedded in clean rock, the tracer wire has been installed and the marker tape is being installed. It appears that the pipe is at least 42" deep. The Tee fittings have been installed for both of the fire hydrant sets on this run of pipe. It appears that the 8" water main has been installed from approx. STA. 2+10 to approx. STA. 5+13. It appears that the line is being bedded in clean rock, tracer wire has been installed and marker tape has been installed. The majority of this line has been backfilled. A thrustblock has been installed behind the tee fitting at STA. 2+92.5. It appears that the pipe is at least 42" deep at the areas that have not been backfilled.
PW-Main inspection
Informational
01/09/2018
Brice Lawson 12/08/2017 3:08 PM The 8" water main for line 1 has been installed from approx. STA. 10+10 and connected on the east side of Grindstone where it was previously installed under grindstone. The Tee fitting and 2 gate valves have been installed on the east and south side of the Tee fitting. A thrust block has been installed behind the tee fitting. The DI fittings appear to be wrapped and the tracer wire has been installed. A thrust block has been installed behind the Tee fitting at STA. 8+36.84 on line 1. A thrust block has been installed behind the tee fitting for the hydrant assembly shown at STA. 4+61.84. When I measured the distance of this tee fitting to the back of the curb on Alibaster, it appeared that the tee fitting is 5' east of where it scales on the plans. I let Darren with Redford know about this and he said that the Tee was installed according to the survey stakes provided.
PW-Main inspection
Informational
01/09/2018
Brice Lawson 12/11/2017 1:54 PM The 8" C900 water line #4 has been installed from the 8" valve at STA. 0+00 to approx. STA. 1+06. The pipe appears to be bedded in clean rock. The tracer wire has been installed and it appears that marker tape is being installed 18' to 24" below grade. It appears the the water line is at least 42" below grade. The existing 12" water main at the proposed tie-in location at 1+39.67 has been exposed. The contractor plans to cover the exposed line with blankets to insulate during the cold weather. Redford is workin on installing the water line #1 from the 8" gate valve at STA. 1+39.99 towards the west. 3-20 sections of pipe have been installed. The pipe is being bedded in clean rock. It appears that the pipes are at least 42" below grade.
PW-Main inspection
Informational
01/09/2018
Brice Lawson 12/12/2017 2:39 PM The remainder of water line 1 from approx. STA. 2+00 to STA. 3+25 has been installed. Water line 3 has been installed from STA. 0+00 to approx. STA. 1+25. A temp. blow off has been installed at STA. 1+25. The two gate valves and Tee fitting have been installed at STA. 0+00. The gate valves are installed on the south and west sides of the tee fitting. Tracer wire has been installed. Schedule 40 valve boxes have been installed with the tracer wire running up the outside of the valve box. The existing 12" main has been exposed at the tie-in location on water line 3. Concrete blankets have been installed to insulate during the cold weather. The existing 12" water main at the tie-in to existing on water line 4 has been covered with mulch to act as insulation during the cold weather.
PW-Main inspection
Informational
01/09/2018
Brice Lawson 12/21/2017 9:32 AM The 8" water water main has been flushed at all of the fire hydrants and at the temporary blow offs that have been installed at the ends of the lines near the proposed tie-in at Alabaster and Merryman. This flush was performed after the hydrostatic test was performed.
PW-Main inspection
Informational
01/09/2018
Brice Lawson 12/21/2017 3:11 PM Redford chlorinated the water lines #1, #2, #3 and #4 to. It appeared that the chlorine level was at a minimum of 25 mg/l at the ends of the lines and at the fir hydrants.
PW-Main inspection
Informational
01/09/2018
Brice Lawson 12/22/2017 5:01 PM It appeared that Redford dechlorinated the water main that has been installed at this site. The ends of each line and each fire hydrant have been flushed.
PW-Main inspection
Informational
01/09/2018
Brice Lawson 12/28/2017 1:29 PM Redford Construction installed a construction tap on the water line near the west end of Merryman and one near the temporary fire hydrant at the north end of Amethyst.
PW-Main inspection
Informational
01/09/2018
Brice Lawson 01/09/2018 10:29 AM The 12" water main was shutdown at Alabaster at approx. 8:15 a.m. Redford Construction installed a 12" Prat butterfly valve, a 12" by 8" tee fitting and a 12" sleeve on the existing 12" water main. The 8" water main was installed from the location where the temporary blow off was and connected to the 12" by 8" tee fitting. An 8" sleeve was used to connect the two 8" C900 pipes. An 8" Clow valve has been installed on the 8" line on the north side of the tee fitting.
PW-Main inspection
Informational
01/09/2018
Brice Lawson 01/09/2018 4:18 PM Redford installed the 4500 MCIB thrustblock at the 12" by 8" tee fitting that is located on the existing 12" watermain at SW Alabaster Dr. The tracer wire has been installed at this tie-in. It appears that the DI fittings have been wrapped with poly wrap and sealed with tape. The Water Dept. flushed the 12" water main and put it back in service. They let me know that the chlorine level in the 12" main was 2.02 Mg/L
PW-Main inspection
Informational
01/10/2018
-------------------------------------- Brice Lawson 01/10/2018 11:02 AM The water dept. shutdown the existing 8" water main at the location of the tie-in on the east end of Merryman Dr. The contractor has removed the existing temporary fire hydrant and began installing the tee fitting for the location of the permanent fire hydrant location.
Water Line - Construction Inspection Partial 1/10/2018 at 1:00 PM 01/10/2018
PW-Main inspection
Informational
01/10/2018
Brice Lawson 11/10/2017 11:30 AM Redford installed 40' of 8" C900 water main with tracer wire and water line marker tape. The line appeared to be installed at least 42" from current grade. The pipe was bedded in clean rock. This line was installed on water line 1 from approx. STA. 11+48 to approx. STA. 11+88. The line was being backfilled in lifts. The trench was opened up over 48" wide and KC Testing was on site to perform compaction testing.
PW-Main inspection
Informational
01/10/2018
Brice Lawson 11/10/2017 2:57 PM Redford installed 40' of 8" C900 water line on water line 1 from STA 3+25 to STA. 3+65. Tracer wire and bury tape have been installed with this water line.
PW-Main inspection
Informational
01/10/2018
Brice Lawson 11/13/2017 11:47 AM Redford installed the 8" C900 water line with tracer wire for water line 1 from approx. STA. 0+29.17 to STA. 1+39.99. The Tee fitting has been installed at STA. 1+39.99.
PW-Main inspection
Informational
01/10/2018
Brice Lawson 11/13/2017 2:46 PM Redford installed the 8" gate valve on line 2 near STA. 0+00. Approx. 74' of C900 water line has been installed from STA. 0+00 to approx. STA. 0+74. Tracer wire has been installed with this pipe and utility marker tape is being installed in the trench. Two vertical 45 degree bend fittings have been installed with rebar loops around the fittings. The rebar loops have been installed in a thrust block below the 45 degree fittings. KC Testing is on site to observe compaction testing for the water line. The DI fittings have been wrapped in 12 mil poly wrap and the T bolts have been sprayed with an undercoating. A thrust block has been installed on the 45 degree bend fitting on line 1 at STA.0+95.15. MCIB WA610 concrete was used for the thrust blocks.
PW-Main inspection
Informational
01/10/2018
Brice Lawson 11/14/2017 1:23 PM Redford installed an 8" Clow gate valve just west of the Tee fitting located at STA. 0+00 on water line 2. A 1' piece of C900 was installed between the valve and the tee fitting. A thrust block has been installed on the tee fitting. A tracer wire has been installed over to the tee fitting.
PW-Main inspection
Informational
01/10/2018
Brice Lawson 12/08/2017 8:00 AM Redford has installed the 8" water main for water line 1 from approx. STA. 3+65 to approx. STA. 10+00. The majority of this line has been backfilled. The areas that have not been backfilled show that the pipe is being bedded in clean rock, the tracer wire has been installed and the marker tape is being installed. It appears that the pipe is at least 42" deep. The Tee fittings have been installed for both of the fire hydrant sets on this run of pipe. It appears that the 8" water main has been installed from approx. STA. 2+10 to approx. STA. 5+13. It appears that the line is being bedded in clean rock, tracer wire has been installed and marker tape has been installed. The majority of this line has been backfilled. A thrustblock has been installed behind the tee fitting at STA. 2+92.5. It appears that the pipe is at least 42" deep at the areas that have not been backfilled.
PW-Main inspection
Informational
01/10/2018
Brice Lawson 12/08/2017 3:08 PM The 8" water main for line 1 has been installed from approx. STA. 10+10 and connected on the east side of Grindstone where it was previously installed under grindstone. The Tee fitting and 2 gate valves have been installed on the east and south side of the Tee fitting. A thrust block has been installed behind the tee fitting. The DI fittings appear to be wrapped and the tracer wire has been installed. A thrust block has been installed behind the Tee fitting at STA. 8+36.84 on line 1. A thrust block has been installed behind the tee fitting for the hydrant assembly shown at STA. 4+61.84. When I measured the distance of this tee fitting to the back of the curb on Alibaster, it appeared that the tee fitting is 5' east of where it scales on the plans. I let Darren with Redford know about this and he said that the Tee was installed according to the survey stakes provided.
PW-Main inspection
Informational
01/10/2018
Brice Lawson 12/11/2017 1:54 PM The 8" C900 water line #4 has been installed from the 8" valve at STA. 0+00 to approx. STA. 1+06. The pipe appears to be bedded in clean rock. The tracer wire has been installed and it appears that marker tape is being installed 18' to 24" below grade. It appears the the water line is at least 42" below grade. The existing 12" water main at the proposed tie-in location at 1+39.67 has been exposed. The contractor plans to cover the exposed line with blankets to insulate during the cold weather. Redford is workin on installing the water line #1 from the 8" gate valve at STA. 1+39.99 towards the west. 3-20 sections of pipe have been installed. The pipe is being bedded in clean rock. It appears that the pipes are at least 42" below grade.
PW-Main inspection
Informational
01/10/2018
Brice Lawson 12/12/2017 2:39 PM The remainder of water line 1 from approx. STA. 2+00 to STA. 3+25 has been installed. Water line 3 has been installed from STA. 0+00 to approx. STA. 1+25. A temp. blow off has been installed at STA. 1+25. The two gate valves and Tee fitting have been installed at STA. 0+00. The gate valves are installed on the south and west sides of the tee fitting. Tracer wire has been installed. Schedule 40 valve boxes have been installed with the tracer wire running up the outside of the valve box. The existing 12" main has been exposed at the tie-in location on water line 3. Concrete blankets have been installed to insulate during the cold weather. The existing 12" water main at the tie-in to existing on water line 4 has been covered with mulch to act as insulation during the cold weather.
PW-Main inspection
Informational
01/10/2018
Brice Lawson 12/21/2017 9:32 AM The 8" water water main has been flushed at all of the fire hydrants and at the temporary blow offs that have been installed at the ends of the lines near the proposed tie-in at Alabaster and Merryman. This flush was performed after the hydrostatic test was performed.
PW-Main inspection
Informational
01/10/2018
Brice Lawson 12/21/2017 3:11 PM Redford chlorinated the water lines #1, #2, #3 and #4 to. It appeared that the chlorine level was at a minimum of 25 mg/l at the ends of the lines and at the fir hydrants.
PW-Main inspection
Informational
01/10/2018
Brice Lawson 12/22/2017 5:01 PM It appeared that Redford dechlorinated the water main that has been installed at this site. The ends of each line and each fire hydrant have been flushed.
PW-Main inspection
Informational
01/10/2018
Brice Lawson 12/28/2017 1:29 PM Redford Construction installed a construction tap on the water line near the west end of Merryman and one near the temporary fire hydrant at the north end of Amethyst.
PW-Main inspection
Informational
01/10/2018
Brice Lawson 01/09/2018 10:29 AM The 12" water main was shutdown at Alabaster at approx. 8:15 a.m. Redford Construction installed a 12" Prat butterfly valve, a 12" by 8" tee fitting and a 12" sleeve on the existing 12" water main. The 8" water main was installed from the location where the temporary blow off was and connected to the 12" by 8" tee fitting. An 8" sleeve was used to connect the two 8" C900 pipes. An 8" Clow valve has been installed on the 8" line on the north side of the tee fitting.
PW-Main inspection
Informational
01/10/2018
Brice Lawson 01/09/2018 4:18 PM Redford installed the 4500 MCIB thrustblock at the 12" by 8" tee fitting that is located on the existing 12" watermain at SW Alabaster Dr. The tracer wire has been installed at this tie-in. It appears that the DI fittings have been wrapped with poly wrap and sealed with tape. The Water Dept. flushed the 12" water main and put it back in service. They let me know that the chlorine level in the 12" main was 2.02 Mg/L
PW-Main inspection
Informational
01/10/2018
-------------------------------------- Brice Lawson 01/10/2018 11:02 AM The water dept. shutdown the existing 8" water main at the location of the tie-in on the east end of Merryman Dr. The contractor has removed the existing temporary fire hydrant and began installing the tee fitting for the location of the permanent fire hydrant location.
PW-Main inspection
Informational
01/10/2018
Brice Lawson 01/10/2018 2:28 PM Redford completed the tie-in to the existing water main at the east end of Merryman. The temporary fire hydrant was moved to the permanent location. A 45 degree bend, an 8" by 6" tee fitting, an 8" sleeve, a 6" by 1' anchor coupling, and a 6" Clow gate valve were installed. The DI fittings have been wrapped in clear poly wrap and sealed with tape. The tracer wire has been installed. The thrust blocks have been installed behind the fire hydrant, at the tee fitting and at the 45 degree bend. The Water Dept. came and put the existing line back in service up to the existing 8" gate valve.
Water Line - Construction Inspection Partial 1/11/2018 at 11:00 AM 01/11/2018
PW-Main inspection
Informational
01/10/2018
Brice Lawson 11/10/2017 11:30 AM Redford installed 40' of 8" C900 water main with tracer wire and water line marker tape. The line appeared to be installed at least 42" from current grade. The pipe was bedded in clean rock. This line was installed on water line 1 from approx. STA. 11+48 to approx. STA. 11+88. The line was being backfilled in lifts. The trench was opened up over 48" wide and KC Testing was on site to perform compaction testing.
PW-Main inspection
Informational
01/10/2018
Brice Lawson 11/10/2017 2:57 PM Redford installed 40' of 8" C900 water line on water line 1 from STA 3+25 to STA. 3+65. Tracer wire and bury tape have been installed with this water line.
PW-Main inspection
Informational
01/10/2018
Brice Lawson 11/13/2017 11:47 AM Redford installed the 8" C900 water line with tracer wire for water line 1 from approx. STA. 0+29.17 to STA. 1+39.99. The Tee fitting has been installed at STA. 1+39.99.
PW-Main inspection
Informational
01/10/2018
Brice Lawson 11/13/2017 2:46 PM Redford installed the 8" gate valve on line 2 near STA. 0+00. Approx. 74' of C900 water line has been installed from STA. 0+00 to approx. STA. 0+74. Tracer wire has been installed with this pipe and utility marker tape is being installed in the trench. Two vertical 45 degree bend fittings have been installed with rebar loops around the fittings. The rebar loops have been installed in a thrust block below the 45 degree fittings. KC Testing is on site to observe compaction testing for the water line. The DI fittings have been wrapped in 12 mil poly wrap and the T bolts have been sprayed with an undercoating. A thrust block has been installed on the 45 degree bend fitting on line 1 at STA.0+95.15. MCIB WA610 concrete was used for the thrust blocks.
PW-Main inspection
Informational
01/10/2018
Brice Lawson 11/14/2017 1:23 PM Redford installed an 8" Clow gate valve just west of the Tee fitting located at STA. 0+00 on water line 2. A 1' piece of C900 was installed between the valve and the tee fitting. A thrust block has been installed on the tee fitting. A tracer wire has been installed over to the tee fitting.
PW-Main inspection
Informational
01/10/2018
Brice Lawson 12/08/2017 8:00 AM Redford has installed the 8" water main for water line 1 from approx. STA. 3+65 to approx. STA. 10+00. The majority of this line has been backfilled. The areas that have not been backfilled show that the pipe is being bedded in clean rock, the tracer wire has been installed and the marker tape is being installed. It appears that the pipe is at least 42" deep. The Tee fittings have been installed for both of the fire hydrant sets on this run of pipe. It appears that the 8" water main has been installed from approx. STA. 2+10 to approx. STA. 5+13. It appears that the line is being bedded in clean rock, tracer wire has been installed and marker tape has been installed. The majority of this line has been backfilled. A thrustblock has been installed behind the tee fitting at STA. 2+92.5. It appears that the pipe is at least 42" deep at the areas that have not been backfilled.
PW-Main inspection
Informational
01/10/2018
Brice Lawson 12/08/2017 3:08 PM The 8" water main for line 1 has been installed from approx. STA. 10+10 and connected on the east side of Grindstone where it was previously installed under grindstone. The Tee fitting and 2 gate valves have been installed on the east and south side of the Tee fitting. A thrust block has been installed behind the tee fitting. The DI fittings appear to be wrapped and the tracer wire has been installed. A thrust block has been installed behind the Tee fitting at STA. 8+36.84 on line 1. A thrust block has been installed behind the tee fitting for the hydrant assembly shown at STA. 4+61.84. When I measured the distance of this tee fitting to the back of the curb on Alibaster, it appeared that the tee fitting is 5' east of where it scales on the plans. I let Darren with Redford know about this and he said that the Tee was installed according to the survey stakes provided.
PW-Main inspection
Informational
01/10/2018
Brice Lawson 12/11/2017 1:54 PM The 8" C900 water line #4 has been installed from the 8" valve at STA. 0+00 to approx. STA. 1+06. The pipe appears to be bedded in clean rock. The tracer wire has been installed and it appears that marker tape is being installed 18' to 24" below grade. It appears the the water line is at least 42" below grade. The existing 12" water main at the proposed tie-in location at 1+39.67 has been exposed. The contractor plans to cover the exposed line with blankets to insulate during the cold weather. Redford is workin on installing the water line #1 from the 8" gate valve at STA. 1+39.99 towards the west. 3-20 sections of pipe have been installed. The pipe is being bedded in clean rock. It appears that the pipes are at least 42" below grade.
PW-Main inspection
Informational
01/10/2018
Brice Lawson 12/12/2017 2:39 PM The remainder of water line 1 from approx. STA. 2+00 to STA. 3+25 has been installed. Water line 3 has been installed from STA. 0+00 to approx. STA. 1+25. A temp. blow off has been installed at STA. 1+25. The two gate valves and Tee fitting have been installed at STA. 0+00. The gate valves are installed on the south and west sides of the tee fitting. Tracer wire has been installed. Schedule 40 valve boxes have been installed with the tracer wire running up the outside of the valve box. The existing 12" main has been exposed at the tie-in location on water line 3. Concrete blankets have been installed to insulate during the cold weather. The existing 12" water main at the tie-in to existing on water line 4 has been covered with mulch to act as insulation during the cold weather.
PW-Main inspection
Informational
01/10/2018
Brice Lawson 12/21/2017 9:32 AM The 8" water water main has been flushed at all of the fire hydrants and at the temporary blow offs that have been installed at the ends of the lines near the proposed tie-in at Alabaster and Merryman. This flush was performed after the hydrostatic test was performed.
PW-Main inspection
Informational
01/10/2018
Brice Lawson 12/21/2017 3:11 PM Redford chlorinated the water lines #1, #2, #3 and #4 to. It appeared that the chlorine level was at a minimum of 25 mg/l at the ends of the lines and at the fir hydrants.
PW-Main inspection
Informational
01/10/2018
Brice Lawson 12/22/2017 5:01 PM It appeared that Redford dechlorinated the water main that has been installed at this site. The ends of each line and each fire hydrant have been flushed.
PW-Main inspection
Informational
01/10/2018
Brice Lawson 12/28/2017 1:29 PM Redford Construction installed a construction tap on the water line near the west end of Merryman and one near the temporary fire hydrant at the north end of Amethyst.
PW-Main inspection
Informational
01/10/2018
Brice Lawson 01/09/2018 10:29 AM The 12" water main was shutdown at Alabaster at approx. 8:15 a.m. Redford Construction installed a 12" Prat butterfly valve, a 12" by 8" tee fitting and a 12" sleeve on the existing 12" water main. The 8" water main was installed from the location where the temporary blow off was and connected to the 12" by 8" tee fitting. An 8" sleeve was used to connect the two 8" C900 pipes. An 8" Clow valve has been installed on the 8" line on the north side of the tee fitting.
PW-Main inspection
Informational
01/10/2018
Brice Lawson 01/09/2018 4:18 PM Redford installed the 4500 MCIB thrustblock at the 12" by 8" tee fitting that is located on the existing 12" watermain at SW Alabaster Dr. The tracer wire has been installed at this tie-in. It appears that the DI fittings have been wrapped with poly wrap and sealed with tape. The Water Dept. flushed the 12" water main and put it back in service. They let me know that the chlorine level in the 12" main was 2.02 Mg/L
PW-Main inspection
Informational
01/10/2018
-------------------------------------- Brice Lawson 01/10/2018 11:02 AM The water dept. shutdown the existing 8" water main at the location of the tie-in on the east end of Merryman Dr. The contractor has removed the existing temporary fire hydrant and began installing the tee fitting for the location of the permanent fire hydrant location.
PW-Main inspection
Informational
01/10/2018
Brice Lawson 01/10/2018 2:28 PM Redford completed the tie-in to the existing water main at the east end of Merryman. The temporary fire hydrant was moved to the permanent location. A 45 degree bend, an 8" by 6" tee fitting, an 8" sleeve, a 6" by 1' anchor coupling, and a 6" Clow gate valve were installed. The DI fittings have been wrapped in clear poly wrap and sealed with tape. The tracer wire has been installed. The thrust blocks have been installed behind the fire hydrant, at the tee fitting and at the 45 degree bend. The Water Dept. came and put the existing line back in service up to the existing 8" gate valve.
PW-Main inspection
Informational
01/11/2018
Brice Lawson 01/11/2018 4:03 PM The water dept. flushed the remainder of the water main that was closed for the tie-in located at the east end of Merryman Dr. The new water main that has been constructed at this site has been opened up to the existing water system.
Storm Sewer Construction Inspection Partial 1/18/2018 at 1:20 PM 01/18/2018
PW-Storm Sewer Inspection
Informational
01/08/2018
Brice Lawson 11/10/2017 11:35 AM Redford has installed CI 4-1, CI 4-2, CI 4-3 and CI 4-4. The 15" HDPE storm pipe has been installed between CI 4-4 and CI 4-3. The 18" HDPE pipe has been installed between CI 4-3 and CI 4-2. The 24" HDPE pipe has been installed between CI 4-2 and CI 4-1. The remainder of the 24" HDPE storm pipe has been installed between CI 4-1 and FI 2-5. There is approx. 30" of clearance between the existing 12" water main and the 24" storm pipe at the water main crossing on storm line 4. This crossing is just north of FI 2-5. The exterior collars have been installed on CI 4-1 and CI 4-2. The exterior collar on the west pipe at CI 4-4 has been installed. The north pipe collar and invert have been installed at FI 2-5. The west exterior pipe collar has been installed at CI 2-1. The concrete lids have been installed on FI 2-3, FI 2-4 and FI 2-6.
PW-Storm Sewer Inspection
Informational
01/08/2018
Brice Lawson 11/14/2017 1:36 PM Redford installed CI 4-5 and the 15" HDPE storm pipe from CI 4-5 to CI 4-4. The invert and east exterior pipe collar has been installed at CI 4-4. The west pipe collar and invert were being installed.
PW-Storm Sewer Inspection
Informational
01/08/2018
Brice Lawson 11/15/2017 10:27 AM Redford is cutting into the west side of the existing City FI on Storm line 1. The hole is being made to accept a 42" storm pipe.
PW-Storm Sewer Inspection
Informational
01/08/2018
Brice Lawson 11/16/2017 11:25 AM Redford has installed the FI 1-1 and they are installing the 42" HDPE storm pipe between FI 1-1 and FI 1-2.
PW-Storm Sewer Inspection
Informational
01/08/2018
Brice Lawson 11/17/2017 11:53 AM Redford has installed the 42" HDPE storm pipe on storm line 1 from approx. STA. 0+15 to approx. STA. 4+25. FI 1-1 has been installed. The outlet structure has been installed for the detention basin. The 36" HDPE pipe has been installed from the detention basin to FI 1-1. The 24" HDPE pipe has been installed from the outlet structure to the FES located in the detention basin. The pipe collars have been installed on the three pipes at FI 1-1. There is a conflict with the 42" storm pipe and an existing 12" water main on storm line 1 at approx. STA. 4+25. This is where the 12" water main crosses the proposed 42" storm pipe. Redford was removing part of the floor and west wall of the existing FI located at STA. 0+00. This is being done to connect the proposed storm pipe and to install a new invert.
PW-Storm Sewer Inspection
Informational
01/08/2018
Brice Lawson 12/29/2017 10:19 AM Redford has removed approx. 180' of 42" HDPE storm pipe that was installed west of field inlet 1-1. There is still approx. 2' of pipe connected to FI 1-1. Plywood has been installed in front of the open end of the pipe. This area has been backfilled to finish grade. The removal of this pipe was approved by Gene Williams in an email. The pipe is to be removed and grade the swale from the existing 30" culvert at Pryor Rd to the weir opening at FI 1-1.
PW-Storm Sewer Inspection
Informational
01/08/2018
Brice Lawson 01/04/2018 3:35 PM Darrin with Redford informed me that the storm sewer installation is near completion for this site. I began a post construction inspection of the storm structures.
PW-Storm Sewer Inspection
Informational
01/08/2018
Brice Lawson 01/04/2018 3:38 PM I continued the post construction inspections of the completed storm sewer structures.
PW-Storm Sewer Inspection
Informational
01/08/2018
Brice Lawson 01/08/2018 4:03 PM I continued to perform post construction inspections of the storm sewer system that has been installed.
PW-Storm Sewer Inspection
Informational
01/18/2018
Brice Lawson 01/18/2018 4:15 PM I continued to perform a post construction inspection of the storm structures on this site. Redford Construction installed 5/8" epoxy coated rebar in the exterior of the west wall of FI 1-1. The hole that was in the west wall for the 42" pipe has been filled with concrete. This created a plug to seal up this hole.
Storm Sewer Construction Inspection Failed 1/18/2018 01/18/2018
PW-Storm Sewer Inspection
Corrective Action Required
01/18/2018
Corrections need to be made to the Storm Sewer Brice Lawson 01/18/2018 4:34 PM Remove excess concrete from the openings of all curb inlets The 36" storm pipe between FES 6-1 and CI 6-2 appears to be seperated and squashed. Make proper corrections. This may have been damaged during road construction. CI 6-2 Remove lift cables CI 6-3 Grout the front corners of lid at the inlet frame CI 6-4 Grout the front corners of lid at the inlet frame CI 6-5 Grout the front corners of the lid at the inlet frame FI 3-2 Remove lift cables, grout lid so it does not teeter JB 3-1 Remove paint from the lid FI 3-3 Grout the lid so it does not teeter, grout pipe collars, add a step, remove lift cables, align the concrete lid with the structure FI 3-4 Align the concrete lid with the structure, remove lift cables, grout gap at corners where lid meets the structure, grout collars FI 3-5 Remove lift cables, grout the lid at the corners, align the concrete lid with the structure walls FI 8-1 Align the concrete lid with the structure walls, remove the lift cables and the debris fromt the weir openings FI 5-6 Remove the lift cables, align the concrete lid with the structure, grout corners where lid meets the structure, grout the collar, remove debris from the weir openings FI 5-5 Add a step, grout collars grout corners so the concrete lid does not teeter, remove lift cables align the concrete lid with the structure, remove debris from the weir openings CI 5-4 Replace the damaged step, remove the anchor bolt from the wall, finish grouting the lid, install the invert bench to guide the water thru the turn CI 5-3 Remove the lift cables, replace the cover with the proper cover JB 5-2 Remove paint from the lid, fill the voids and grout collars Outlet Structure Remove lift cables, grout lift holes, align the lid with the structure walls, grout lid to structure joint, add steps, align the top and bottom structure sections CI 4-5 Remove lift cables, add a step, remove debris CI 4-4 Add a step CI 4-3 Remove anchor bolt from the wall FI 2-6 Align the concrete lid with the structure, remove lift cables and grout collar FI 2-5 Grout concrete lid so it does not teeter, align the concrete lid with the structure, grout collar, align steps, remove lift cables FI 2-4 Add steps, remove lift cables, align the concrete lid with the structure FI 2-3 Remove lift cables, grout collars, align the concrete lid with the structure
Sanitary Sewer - Invert Partial 1/19/2018 at 2:45 PM 01/19/2018
PW-Misc
Corrective Action Required
01/19/2018
Brice Lawson 01/19/2018 3:14 PM Redford installed the invert in the existing manhole #60-082. The invert was installed to connect the new pipe to the existing invert. It appears that the invert is very flat across the manhole with minimal slope. It appears that water is collecting in the mouth of the new sanitary pipe and possibly holding in the new pipe. Verify that there is enough slope from the F/L in of the new pipe to the F/L out of the existing pipe.
Site Visit Complete 1/22/2018 at 10:30 AM 01/22/2018
PW-Misc
Informational
01/22/2018
Brice Lawson 01/22/2018 11:58 AM It is 37 degrees with a rain/snow mixture. Redford Construction was working on the punch list items for the storm structures. It appears that the stop signs and street name signs have been installed.
Sanitary Sewer Construction Inspection Partial 1/22/2018 at 3:40 PM 01/22/2018
PW-Main inspection
Corrective Action Required
01/08/2018
A main inspection has uncovered the following problems. Brice Lawson 01/08/2018 11:49 AM Existing City Sanitary Manhole #60-082 at tie-in: Grout the sides of the pipe up to the springline of the new pipe inside the manhole. Make a smooth transition from the new pipe to the existing flowline with proper slope. Eliminate any vertical offset. MH A-1: Remove wire mesh, debris and paint from the lid MH A-2: Remove green paint from the lid MH A-3: Remove green paint from the lid MH A-4: Remove green paint from the lid MH A-5: Remove green paint from lid. Backfill around the frame to achieve positive drainage away the manhole frame MH A-6: Remove green paint from the lid. Complete the backfill of the manhole frame and achieve positive drainage away from the manhole frame MH A-7: Backfill around the manhole frame and achieve positive drainage away from the frame. Remove green paint from the lid. Remove excess joint mastic at the adjustment ring joint. MH B-1: Remove green paint from lid. Remove excess mastic from adjustmen ring joint. Properly backfill around manhole frame to achieve positive drainage away from the frame. MH B-2: Remove debris from manhole floor, remove wire mesh, remove the vertical strip of what appears to be mastic from the barrel section, remove green paint from the lid MH B-3: Remove the paint from the lid MH E-1: Remove the excess mastic at the horizontal joints, remove debris from the manhole floor, remove the paint from the lid, raise the manhole so that the top of the lid is 2% to 4% above the back of curb MH C-1: Remove paint from the lid, remove debris from invert bench, repair the top of the cone at the void that is allowing the mastic to fall out of the joint, complete grading around the frame to achieve positive drainage away from the frame MH C-2: Remove the green paint from the lid MH C-3: Remove green paint from the lid. Raise the manhole top so that the top is 2% to 4% above the back of the curb. Grade around the frame to achieve positive drainage away from the frame. MH C-4: Remove debris from the manhole floor, remove paint from the lid. Raise the manhole lid so that it is 2% to 4% above the back of curb. FYI- a maximum of 1' of adjustment rings can be used. MH D-1: The top of the lid does not appear to be installed at the elevation shown on the revised drawings. Make necessary corrections to get the top at the correct elevation. Replace manhole lid with the proper lid. Backfill around the frame to achieve positive drainage away from the frame. MH D-2: Remove paint from the lid, fill the lift hole in the cone section behind the steps, properly grade around frame to achieve positive drainage away from the frame. Should the tracer boxes be attached to the post with something that is more durable than ductape Tracer boxes should be installed on a post that extends atleast 3' above grade. The posts need to be painted green. Lot 93-Repair tracer wire and tracer box Lot 99-Raise the tracer box in elevation so it is easily seen Lot 97- Move the tracer box so that it is above the service line and 1' from the property line Lot 98-Repair broken tracer wire and retest the tracer wire in the presence of an inspector Lot 78-repair the tracer box post Lot 42-Attach the tracer wire to the tracer box Lot 69-Install the tracer box on a post at least 3' above grade Lot 48-Install the tracer box on a post at least 3' above grade Lot 65-paint the tracer box post green Lot 64-paint the tracer box post green Lots 63, 62, 61, 60, 58, 57, 56, 55-paint the tracer box post green Lot 54-repair/replace tracer box post and paint green
PW-Main inspection
Informational
01/22/2018
A main inspection has uncovered the following problems. Brice Lawson 01/22/2018 3:46 PM The invert for the existing MH #60-082 has been installed. It looked like it was very flat after installation. I looked at it today after the weekend and the sewage is not draining properly from this manhole. I plan to follow up with Water Utilities to see if they need to look at the line segment below this manhole.
Site Visit Complete 1/24/2018 at 12:00 PM 01/25/2018
PW-Misc
Informational
01/25/2018
Tom Chandler 01/25/2018 7:12 AM No work going on today.
Miscellaneous PWORKS Inspection Partial 1/25/2018 at 9:40 AM 01/25/2018
PW-Misc
Informational
01/25/2018
Matt Munger 01/25/2018 10:04 AM Steve Robbins and I came out to check on the sanitary sewer manhole that Redford is raising. Redford tested the tracer wire for the sewer stub on lot 98 and toned it to the street to make sure it was working properly.
Site Visit Partial 1/24/2018 at 10:41 AM 01/25/2018
PW-Misc
Informational
01/25/2018
Matt Munger 01/24/2018 10:41 AM No workers present.
Miscellaneous PWORKS Inspection Partial 1/25/2018 01/25/2018
PW-Misc
Informational
01/25/2018
This morning Matt Munger and I came out and tested the tracer wire on lot 98 that was hit during grading. It passed the toner test. This afternoon I came out and checked 2 MH that were re-wrapped. I think he said c-3 and d-1. I took pictures and they are going to back-fill this afternoon. The contractor said they will call tomorrow for the vacuum test.Steve Robbins 01/25/2018 1:49 PM
Miscellaneous PWORKS Inspection Passed 1/26/2018 at 10:00 AM 01/26/2018
PW-Misc
Informational
01/25/2018
This morning Matt Munger and I came out and tested the tracer wire on lot 98 that was hit during grading. It passed the toner test. This afternoon I came out and checked 2 MH that were re-wrapped. I think he said c-3 and d-1. I took pictures and they are going to back-fill this afternoon. The contractor said they will call tomorrow for the vacuum test.Steve Robbins 01/25/2018 1:49 PM
PW-Misc
Informational
01/26/2018
Today we did a vacuum test for MH 60-288, 60-293 and 60-294. These numbers are off LS Mapper. These MH's were raised and had barrels or rings put on them. We tested them for 3 Minutes.Steve Robbins 01/26/2018 10:55 AM
Install Street and Stop Signs Partial 1/30/2018 at 10:45 AM 01/30/2018
Partial Correction
02/23/2018
Brice Lawson 01/30/2018 11:46 AM The street name signs, stop signs and 0M4-3 end of the road marker signs have been installed. It appears that the stop sign installed at Grindstone and Merryman is not going to be 4' to 6' from the proposed sidewalk as shown on the plan details. Relocate sign to proper location. Brice Lawson 02/23/2018 11:37 AM RESOLVED The OM4-3 markers were removed during construction at the end of SW Lodestone Dr and at future Georgetown Dr on both sides of SW Stoney Creek Dr. Properly install these signs.
Sanitary Sewer Construction Inspection Partial 1/30/2018 at 9:30 AM 01/30/2018
PW-Main inspection
Informational
01/03/2018
Brice Lawson 11/22/2017 6:18 AM On 11/21/17 Redford replaced a broken 45 degree bend at the connection to the wye fitting on the sewer lateral for lot 65. The broken 45 degree bend was located due to a leak that was noticed during the air pressure test.
PW-Main inspection
Informational
01/03/2018
Brice Lawson 12/04/2017 9:45 AM Redford has removed the stub for lot 75. They removed part of the end of the 4" wye. A stongback ferco was installed and connected the 4" wye to a 45 degree bend. They were installing the stub when I left.
PW-Main inspection
Informational
01/03/2018
Brice Lawson 01/02/2018 3:20 PM Redford Construction flushed the following sanitary sewer line segments: MH D-1 to MH D-2 MH D-1 to MH C-3 MH C-3 to MH C-2 MH C-2 to MH C-1 MH C-1 to MH B-3 MH B-3 to MH B-2
PW-Main inspection
Informational
01/03/2018
Brice Lawson 01/03/2018 3:28 PM Redford Construction requested a punch list for the sanitary sewer construction for this site. I performed inspections on the sanitary sewers that have been installed and will send Redford a preliminary punch list.
PW-Main inspection
Informational
01/03/2018
Brice Lawson 01/03/2018 3:32 PM Redford Construction requested a punch list for the sanitary sewer construction for this site. I performed inspections on the sanitary sewers that have been installed and will send Redford a preliminary punch list.
PW-Main inspection
Informational
01/30/2018
Brice Lawson 01/30/2018 12:13 PM Redford installed an 18" barrel section in MH D-1 and MH C-4 while I was on vacation. Thomas has requested that the Water Dept. perform the video inspection of the sanitary sewer. I let him know of the few things that need to be done before I can schedule the inspection. He said Redford will take care of these items today.
Grading/Excavation/Fill Inspection Partial 1/31/2018 at 8:30 AM 01/31/2018
PW-Misc
Informational
12/29/2017
Brice Lawson 12/21/2017 11:38 AM Moisture and density test results have been submitted for the water main trench backfill for water lines #1 and #2. It appears that all of the tests passed.
PW-Misc
Informational
12/29/2017
Brice Lawson 08/09/2017 2:45 PM Spalding Excavating began digging the temporary sediment basin. They are stipping and stock piling the top soil on the central part of the site. I spoke with Jason regarding the detention basin and he plans to build it after the cut is made in that location.
PW-Misc
Informational
12/29/2017
Brice Lawson 08/17/2017 10:02 AM Spalding has roughed in the detention basin in the southwest corner of the site. They are performing a fill in the south portion of the site. They have roughed in the temporary sediment basin located on the north edge of the site.
PW-Misc
Informational
12/29/2017
Brice Lawson 08/17/2017 3:45 PM Spalding began stockpiling large rock and dirt west of the temporary sediment basin.
PW-Misc
Informational
12/29/2017
Brice Lawson 09/01/2017 3:42 PM Spalding continues to grade outside the ROW. They were grading, filling and compacting the sump areas north of future Merryman Dr.
PW-Misc
Informational
12/29/2017
Brice Lawson 09/05/2017 11:01 AM Spalding is grading the area north and east of the permanent detention basin. A sheepsfoot compactor is being used on parts of this area. Redford is removing and hauling excess dirt that is left over after the major grading was completed east of SW Stoney Creek Dr. This grading was performed after sanitary line A and U were installed. The excess dirt is being hauled and stock piled on the west side of the site north of proposed Merryman Dr.
PW-Misc
Informational
12/29/2017
Tom Chandler 09/15/2017 11:11 AM Backfill on sanitary sewer main being placed today. No testing has been done today. If testing lab can make it to site today they will backfill (3) roadway crossings.
PW-Misc
Informational
12/29/2017
Brice Lawson 11/15/2017 10:30 AM A crew is using a blade and a scraper and has began final grading and shaping of the proposed road subgrade on Merryman Ln and Amethyst Dr.
PW-Misc
Informational
12/29/2017
Brice Lawson 11/21/2017 11:33 AM The road subgrade on this project has some areas that appear to be too wet. The contractor has scarified the entire road width on Amethyst north of approx. STA. 2+00 to approx. STA. 3+60. Areas on Merryman are being removed and replaced with soil that appears to be dryer.
PW-Misc
Corrective Action Required
12/29/2017
Brice Lawson 11/27/2017 3:40 PM The existing City FI that storm line 1 connects to is holding approx. 1.5 feet of water. There is a CMP that runs from this FI and eventually daylights at a FES on the south side of County Line Rd. The FES is under water and it appears that the ditch below this FES is higher than the FES. This is causing the water to back up and hold in the pipes and storm structures that are above it.
PW-Misc
Informational
12/29/2017
Brice Lawson 12/29/2017 10:25 AM Redford backfilled the existing 12" water main at the tie-in location on Alibaster at County Line Rd. This was done to insulate the water main as the forecasted temperatures appear to be cold.
PW-Misc
Informational
01/31/2018
Brice Lawson 01/31/2018 12:07 PM Thomas with Redford requested a list of items that need to be done to the grading in order for the Cert. of Substantial Completion to be issued. I inspected the site this morning and came up with a list to go over with Thomas in a meeting tomorrow.
Grading/Excavation/Fill Inspection Partial 2/1/2018 at 10:00 AM 02/01/2018
PW-Misc
Informational
01/31/2018
Brice Lawson 12/21/2017 11:38 AM Moisture and density test results have been submitted for the water main trench backfill for water lines #1 and #2. It appears that all of the tests passed.
PW-Misc
Informational
01/31/2018
Brice Lawson 08/09/2017 2:45 PM Spalding Excavating began digging the temporary sediment basin. They are stipping and stock piling the top soil on the central part of the site. I spoke with Jason regarding the detention basin and he plans to build it after the cut is made in that location.
PW-Misc
Informational
01/31/2018
Brice Lawson 08/17/2017 10:02 AM Spalding has roughed in the detention basin in the southwest corner of the site. They are performing a fill in the south portion of the site. They have roughed in the temporary sediment basin located on the north edge of the site.
PW-Misc
Informational
01/31/2018
Brice Lawson 08/17/2017 3:45 PM Spalding began stockpiling large rock and dirt west of the temporary sediment basin.
PW-Misc
Informational
01/31/2018
Brice Lawson 09/01/2017 3:42 PM Spalding continues to grade outside the ROW. They were grading, filling and compacting the sump areas north of future Merryman Dr.
PW-Misc
Informational
01/31/2018
Brice Lawson 09/05/2017 11:01 AM Spalding is grading the area north and east of the permanent detention basin. A sheepsfoot compactor is being used on parts of this area. Redford is removing and hauling excess dirt that is left over after the major grading was completed east of SW Stoney Creek Dr. This grading was performed after sanitary line A and U were installed. The excess dirt is being hauled and stock piled on the west side of the site north of proposed Merryman Dr.
PW-Misc
Informational
01/31/2018
Tom Chandler 09/15/2017 11:11 AM Backfill on sanitary sewer main being placed today. No testing has been done today. If testing lab can make it to site today they will backfill (3) roadway crossings.
PW-Misc
Informational
01/31/2018
Brice Lawson 11/15/2017 10:30 AM A crew is using a blade and a scraper and has began final grading and shaping of the proposed road subgrade on Merryman Ln and Amethyst Dr.
PW-Misc
Informational
01/31/2018
Brice Lawson 11/21/2017 11:33 AM The road subgrade on this project has some areas that appear to be too wet. The contractor has scarified the entire road width on Amethyst north of approx. STA. 2+00 to approx. STA. 3+60. Areas on Merryman are being removed and replaced with soil that appears to be dryer.
PW-Misc
Corrective Action Required
01/31/2018
Brice Lawson 11/27/2017 3:40 PM The existing City FI that storm line 1 connects to is holding approx. 1.5 feet of water. There is a CMP that runs from this FI and eventually daylights at a FES on the south side of County Line Rd. The FES is under water and it appears that the ditch below this FES is higher than the FES. This is causing the water to back up and hold in the pipes and storm structures that are above it.
PW-Misc
Informational
01/31/2018
Brice Lawson 12/29/2017 10:25 AM Redford backfilled the existing 12" water main at the tie-in location on Alibaster at County Line Rd. This was done to insulate the water main as the forecasted temperatures appear to be cold.
PW-Misc
Informational
01/31/2018
Brice Lawson 01/31/2018 12:07 PM Thomas with Redford requested a list of items that need to be done to the grading in order for the Cert. of Substantial Completion to be issued. I inspected the site this morning and came up with a list to go over with Thomas in a meeting tomorrow.
PW-Misc
Informational
02/01/2018
Brice Lawson 02/01/2018 1:34 PM I met with Travie Ruff, Redford Construction and Spalding Excavating on site to discuss the grading. Thomas had requested a list of things that need to be completed in order for a Cert. of Substantial Completion to be issued. I let them know the things that I think need to be done. Travis does not want to improve the grading or stabilize the site east of the temporary cul-de-sac as this site will be developed soon. I will follow up with Dan to discuss.
Water Line - Construction Inspection Partial 2/6/2018 at 1:45 PM 02/06/2018
PW-Main inspection
Informational
01/11/2018
Brice Lawson 11/10/2017 11:30 AM Redford installed 40' of 8" C900 water main with tracer wire and water line marker tape. The line appeared to be installed at least 42" from current grade. The pipe was bedded in clean rock. This line was installed on water line 1 from approx. STA. 11+48 to approx. STA. 11+88. The line was being backfilled in lifts. The trench was opened up over 48" wide and KC Testing was on site to perform compaction testing.
PW-Main inspection
Informational
01/11/2018
Brice Lawson 11/10/2017 2:57 PM Redford installed 40' of 8" C900 water line on water line 1 from STA 3+25 to STA. 3+65. Tracer wire and bury tape have been installed with this water line.
PW-Main inspection
Informational
01/11/2018
Brice Lawson 11/13/2017 11:47 AM Redford installed the 8" C900 water line with tracer wire for water line 1 from approx. STA. 0+29.17 to STA. 1+39.99. The Tee fitting has been installed at STA. 1+39.99.
PW-Main inspection
Informational
01/11/2018
Brice Lawson 11/13/2017 2:46 PM Redford installed the 8" gate valve on line 2 near STA. 0+00. Approx. 74' of C900 water line has been installed from STA. 0+00 to approx. STA. 0+74. Tracer wire has been installed with this pipe and utility marker tape is being installed in the trench. Two vertical 45 degree bend fittings have been installed with rebar loops around the fittings. The rebar loops have been installed in a thrust block below the 45 degree fittings. KC Testing is on site to observe compaction testing for the water line. The DI fittings have been wrapped in 12 mil poly wrap and the T bolts have been sprayed with an undercoating. A thrust block has been installed on the 45 degree bend fitting on line 1 at STA.0+95.15. MCIB WA610 concrete was used for the thrust blocks.
PW-Main inspection
Informational
01/11/2018
Brice Lawson 11/14/2017 1:23 PM Redford installed an 8" Clow gate valve just west of the Tee fitting located at STA. 0+00 on water line 2. A 1' piece of C900 was installed between the valve and the tee fitting. A thrust block has been installed on the tee fitting. A tracer wire has been installed over to the tee fitting.
PW-Main inspection
Informational
01/11/2018
Brice Lawson 12/08/2017 8:00 AM Redford has installed the 8" water main for water line 1 from approx. STA. 3+65 to approx. STA. 10+00. The majority of this line has been backfilled. The areas that have not been backfilled show that the pipe is being bedded in clean rock, the tracer wire has been installed and the marker tape is being installed. It appears that the pipe is at least 42" deep. The Tee fittings have been installed for both of the fire hydrant sets on this run of pipe. It appears that the 8" water main has been installed from approx. STA. 2+10 to approx. STA. 5+13. It appears that the line is being bedded in clean rock, tracer wire has been installed and marker tape has been installed. The majority of this line has been backfilled. A thrustblock has been installed behind the tee fitting at STA. 2+92.5. It appears that the pipe is at least 42" deep at the areas that have not been backfilled.
PW-Main inspection
Informational
01/11/2018
Brice Lawson 12/08/2017 3:08 PM The 8" water main for line 1 has been installed from approx. STA. 10+10 and connected on the east side of Grindstone where it was previously installed under grindstone. The Tee fitting and 2 gate valves have been installed on the east and south side of the Tee fitting. A thrust block has been installed behind the tee fitting. The DI fittings appear to be wrapped and the tracer wire has been installed. A thrust block has been installed behind the Tee fitting at STA. 8+36.84 on line 1. A thrust block has been installed behind the tee fitting for the hydrant assembly shown at STA. 4+61.84. When I measured the distance of this tee fitting to the back of the curb on Alibaster, it appeared that the tee fitting is 5' east of where it scales on the plans. I let Darren with Redford know about this and he said that the Tee was installed according to the survey stakes provided.
PW-Main inspection
Informational
01/11/2018
Brice Lawson 12/11/2017 1:54 PM The 8" C900 water line #4 has been installed from the 8" valve at STA. 0+00 to approx. STA. 1+06. The pipe appears to be bedded in clean rock. The tracer wire has been installed and it appears that marker tape is being installed 18' to 24" below grade. It appears the the water line is at least 42" below grade. The existing 12" water main at the proposed tie-in location at 1+39.67 has been exposed. The contractor plans to cover the exposed line with blankets to insulate during the cold weather. Redford is workin on installing the water line #1 from the 8" gate valve at STA. 1+39.99 towards the west. 3-20 sections of pipe have been installed. The pipe is being bedded in clean rock. It appears that the pipes are at least 42" below grade.
PW-Main inspection
Informational
01/11/2018
Brice Lawson 12/12/2017 2:39 PM The remainder of water line 1 from approx. STA. 2+00 to STA. 3+25 has been installed. Water line 3 has been installed from STA. 0+00 to approx. STA. 1+25. A temp. blow off has been installed at STA. 1+25. The two gate valves and Tee fitting have been installed at STA. 0+00. The gate valves are installed on the south and west sides of the tee fitting. Tracer wire has been installed. Schedule 40 valve boxes have been installed with the tracer wire running up the outside of the valve box. The existing 12" main has been exposed at the tie-in location on water line 3. Concrete blankets have been installed to insulate during the cold weather. The existing 12" water main at the tie-in to existing on water line 4 has been covered with mulch to act as insulation during the cold weather.
PW-Main inspection
Informational
01/11/2018
Brice Lawson 12/21/2017 9:32 AM The 8" water water main has been flushed at all of the fire hydrants and at the temporary blow offs that have been installed at the ends of the lines near the proposed tie-in at Alabaster and Merryman. This flush was performed after the hydrostatic test was performed.
PW-Main inspection
Informational
01/11/2018
Brice Lawson 12/21/2017 3:11 PM Redford chlorinated the water lines #1, #2, #3 and #4 to. It appeared that the chlorine level was at a minimum of 25 mg/l at the ends of the lines and at the fir hydrants.
PW-Main inspection
Informational
01/11/2018
Brice Lawson 12/22/2017 5:01 PM It appeared that Redford dechlorinated the water main that has been installed at this site. The ends of each line and each fire hydrant have been flushed.
PW-Main inspection
Informational
01/11/2018
Brice Lawson 12/28/2017 1:29 PM Redford Construction installed a construction tap on the water line near the west end of Merryman and one near the temporary fire hydrant at the north end of Amethyst.
PW-Main inspection
Informational
01/11/2018
Brice Lawson 01/09/2018 10:29 AM The 12" water main was shutdown at Alabaster at approx. 8:15 a.m. Redford Construction installed a 12" Prat butterfly valve, a 12" by 8" tee fitting and a 12" sleeve on the existing 12" water main. The 8" water main was installed from the location where the temporary blow off was and connected to the 12" by 8" tee fitting. An 8" sleeve was used to connect the two 8" C900 pipes. An 8" Clow valve has been installed on the 8" line on the north side of the tee fitting.
PW-Main inspection
Informational
01/11/2018
Brice Lawson 01/09/2018 4:18 PM Redford installed the 4500 MCIB thrustblock at the 12" by 8" tee fitting that is located on the existing 12" watermain at SW Alabaster Dr. The tracer wire has been installed at this tie-in. It appears that the DI fittings have been wrapped with poly wrap and sealed with tape. The Water Dept. flushed the 12" water main and put it back in service. They let me know that the chlorine level in the 12" main was 2.02 Mg/L
PW-Main inspection
Informational
01/11/2018
-------------------------------------- Brice Lawson 01/10/2018 11:02 AM The water dept. shutdown the existing 8" water main at the location of the tie-in on the east end of Merryman Dr. The contractor has removed the existing temporary fire hydrant and began installing the tee fitting for the location of the permanent fire hydrant location.
PW-Main inspection
Informational
01/11/2018
Brice Lawson 01/10/2018 2:28 PM Redford completed the tie-in to the existing water main at the east end of Merryman. The temporary fire hydrant was moved to the permanent location. A 45 degree bend, an 8" by 6" tee fitting, an 8" sleeve, a 6" by 1' anchor coupling, and a 6" Clow gate valve were installed. The DI fittings have been wrapped in clear poly wrap and sealed with tape. The tracer wire has been installed. The thrust blocks have been installed behind the fire hydrant, at the tee fitting and at the 45 degree bend. The Water Dept. came and put the existing line back in service up to the existing 8" gate valve.
PW-Main inspection
Informational
01/11/2018
Brice Lawson 01/11/2018 4:03 PM The water dept. flushed the remainder of the water main that was closed for the tie-in located at the east end of Merryman Dr. The new water main that has been constructed at this site has been opened up to the existing water system.
PW-Main inspection
Corrective Action Required
02/06/2018
Brice Lawson 02/06/2018 3:05 PM Move the existing FH located in the southwest corner of the site to the oppisite side of the water main as shown in the note on page C.406 of the plans. Install extension stems on the valve nuts to bring the valve nuts to within 3' of finished grade. It appears that the existing FH located in the beauty berm along County Line Rd is low. Make proper adjustments to the FH and valve box elevations.
Erosion Control Inspection Partial 2/13/2018 at 1:45 PM 02/13/2018
PW-Misc
Informational
02/13/2018
Jeremy Young 02/13/2018 1:57 PM It appears all silt fencing is intact and in place for ESC. The east side of the project has had straw placed for soil stabilization. The west side of the project has bales of straw ready for placement.
Pavement-Curb Construction Failed 2/14/2018 at 10:30 AM 02/14/2018
PW-Curb Construction
Resolved
02/14/2018
Brice Lawson 12/08/2017 8:34 AM Replace approx. 12' of curb at lot 52. The curb is broken and has been marked with white paint. Remove and replace the section of curb from contraction joint to contraction joint as marked. Brice Lawson 02/14/2018 11:46 AM The 12' section of curb at lot 52 has been replaced. Approx. 15' of curb has been replaced on north side of Merryman Ln near the tie-in to existing pavement.
PW-Curb Construction
Resolved
02/14/2018
Brice Lawson 12/08/2017 3:24 PM Replace approx. 11' of curb on the northbound lane of Grindstone just south of Merryman. The curb is cracked. Replace from joint to joint as marked. Brice Lawson 02/14/2018 11:42 AM This section of curb has been replaced.
PW-Curb Construction
Corrective Action Required
02/14/2018
Curb Construction needs to be completed. Brice Lawson 02/14/2018 11:51 AM Install a contraction joint in the 15' of curb that was replaced on the north side of Merryman Ln at the tie-in to existing curb. Joints should not be more than 10' apart. The curb slope is too steep for the midblock ADA located on the south side of Merryman Ln. The slope is greater than 8.33%. Make proper corrections. The cross slope of the curb is greater than 2% for the proposed ADA ramp located at the SW corner of Alabaster and Merryman Ln. Make proper corrections. Some of the curb contraction joints have been hand tooled. The tooled joints are not installed to the proper depth. Make proper corrections to these joints.
PW-Backfill curb
Corrective Action Required
02/14/2018
All curb needs to be backfilled. Brice Lawson 02/14/2018 12:22 PM The curb at the SE corner of Alibaster and Merryman needs to be backfilled.
ADA Inspection Failed 2/14/2018 at 11:01 AM 02/14/2018
Corrective Action Required
02/14/2018
Brice Lawson 02/14/2018 4:06 PM The detectable warning is more than 5' from the back of curb in the ADA ramp at the NE corner of Alabaster and County Line. Make necessary repairs. Make proper corrections. The detectable warning is more than 5' from the back of curb in the ADA ramp located at the NE corner of Grindstone and County Line Rd. The running slope of this ramp is greater that the max. 8.33% allowed. Make proper corrections. The sidewalks have not been installed to the property lines for lots 45 and 55. It appears that the plans have a note that requires the sidewalks to be installed to the south of both lots. Make proper corrections to install sidewalks. Schedule a pre-pour inspection with Brice Lawson prior to pouring the sidewalk.
Sanitary Sewer Construction Inspection Partial 2/15/2018 at 4:00 PM 02/15/2018
PW-Main inspection
Partial Correction
02/15/2018
A main inspection has uncovered the following problems. Brice Lawson 01/08/2018 11:49 AM Existing City Sanitary Manhole #60-082 at tie-in: Grout the sides of the pipe up to the springline of the new pipe inside the manhole. Make a smooth transition from the new pipe to the existing flowline with proper slope. Eliminate any vertical offset. RESOLVED Brice Lawson 02/15/2018 4:10 PM MH A-1: Remove wire mesh, debris and paint from the lid RESOLVED MH A-2: Remove green paint from the lid RESOLVED MH A-3: Remove green paint from the lid RESOLVED MH A-4: Remove green paint from the lid RESOLVED MH A-5: Remove green paint from lid. Backfill around the frame to achieve positive drainage away the manhole frame MH A-6: Remove green paint from the lid. Complete the backfill of the manhole frame and achieve positive drainage away from the manhole frame MH A-7: Backfill around the manhole frame and achieve positive drainage away from the frame. Remove green paint from the lid. Remove excess joint mastic at the adjustment ring joint. RESOLVED MH B-1: Remove green paint from lid. Remove excess mastic from adjustmen ring joint. Properly backfill around manhole frame to achieve positive drainage away from the frame.RESOLVED BL MH B-2: Remove debris from manhole floor, remove wire mesh, remove the vertical strip of what appears to be mastic from the barrel section, remove green paint from the lid RESOLVED BL MH B-3: Remove the paint from the lid RESOLVED BL MH E-1: Remove the excess mastic at the horizontal joints, remove debris from the manhole floor, remove the paint from the lid, raise the manhole so that the top of the lid is 2% to 4% above the back of curb RESOLVED BL MH C-1: Remove paint from the lid, remove debris from invert bench, repair the top of the cone at the void that is allowing the mastic to fall out of the joint, complete grading around the frame to achieve positive drainage away from the frame RESOLVED BL MH C-2: Remove the green paint from the lid RESOLVED BL MH C-3: Remove green paint from the lid. Raise the manhole top so that the top is 2% to 4% above the back of the curb. Grade around the frame to achieve positive drainage away from the frame. MH C-4: Remove debris from the manhole floor, remove paint from the lid. Raise the manhole lid so that it is 2% to 4% above the back of curb. FYI- a maximum of 1' of adjustment rings can be used. MH D-1: The top of the lid does not appear to be installed at the elevation shown on the revised drawings. Make necessary corrections to get the top at the correct elevation. Replace manhole lid with the proper lid. Backfill around the frame to achieve positive drainage away from the frame. MH D-2: Remove paint from the lid, fill the lift hole in the cone section behind the steps, properly grade around frame to achieve positive drainage away from the frame.RESOLVED BL Should the tracer boxes be attached to the post with something that is more durable than ductape Tracer boxes should be installed on a post that extends atleast 3' above grade. The posts need to be painted green. Lot 93-Repair tracer wire and tracer box Lot 99-Raise the tracer box in elevation so it is easily seen Lot 97- Move the tracer box so that it is above the service line and 1' from the property line Lot 98-Repair broken tracer wire and retest the tracer wire in the presence of an inspector RESOLVED BL Lot 78-repair the tracer box post Lot 42-Attach the tracer wire to the tracer box Lot 69-Install the tracer box on a post at least 3' above grade Lot 48-Install the tracer box on a post at least 3' above grade Lot 65-paint the tracer box post green Lot 64-paint the tracer box post green Lots 63, 62, 61, 60, 58, 57, 56, 55-paint the tracer box post green Lot 54-repair/replace tracer box post and paint green
PW-Main inspection
Informational
01/30/2018
A main inspection has uncovered the following problems. Brice Lawson 01/22/2018 3:46 PM The invert for the existing MH #60-082 has been installed. It looked like it was very flat after installation. I looked at it today after the weekend and the sewage is not draining properly from this manhole. I plan to follow up with Water Utilities to see if they need to look at the line segment below this manhole.
PW-Main inspection
Corrective Action Required
02/15/2018
A main inspection has uncovered the following problems. Brice Lawson 02/15/2018 4:16 PM The following sags in the sanitary mains were found during the video inspection. Make proper corrections. sag starts @ 53' to 58' from MH 60-282 sag starts @ 62' to 71' from MH 60-282 sag starts @ 95' to MH 60-281 sag starts @ 73' to 85' from MH 60-278 sag starts @ 376' to MH 60-279 sag starts @ 264' to 270' from MH 60-287 sag starts @ 336' to MH 60-286 sag starts @ 261' to 266' from MH 60-285 upstream sag starts @ 228' to 241' from MH 60-293 The service connection is 3.5' from MH 60-285. Wyes should not be installed any closer that 4' to a manhole. Make proper corrrections.
Miscellaneous PWORKS Inspection Passed 02/16/2018
PW-Misc
Informational
01/25/2018
Matt Munger 01/25/2018 10:04 AM Steve Robbins and I came out to check on the sanitary sewer manhole that Redford is raising. Redford tested the tracer wire for the sewer stub on lot 98 and toned it to the street to make sure it was working properly.
Site Visit Complete 3/28/2018 02/16/2018
PW-Misc
Informational
01/25/2018
Matt Munger 01/24/2018 10:41 AM No workers present.
Street - Surface Course Partial 2/16/2018 at 8:45 AM 02/16/2018
PW-Misc
Informational
12/13/2017
Brice Lawson 12/04/2017 9:39 AM Superior Bowen began installing the Type 3 virgin surface course at 8:30am. The base temp was 63 degrees at 8:30am. The temperature of the asphalt behing the paver was 310 degrees at 8:30am and 310 degrees at 9:10am on Amethyst. A tack coat has been placed on the road. Three rollers are being used for compaction. CMTG is on site and they let me know that the compaction tests so far are passing.
PW-Enter Information about Asphalt Placement
Partial Correction
12/13/2017
Enter Information about Asphalt Placement Brice Lawson 12/04/2017 4:00 PM Superior Bowen installed the Type 3 virgin asphalt on the roads at this site. A tack coat of SS-1HP was applied to the base prior to laying the surface. It appeared that at least 2" of surface was being installed. The north bound lane of SW Grindstone from STA. 0+00 to approx. STA. 2+00 was installed in the rain. The pavement surface was soaked the asphalt was seperating as it was being rolled. Nathan and Dennis with Superior plan to remove and replace the surface asphalt in this lane. Make proper repairs to the asphalt surface. Brice Lawson 12/06/2017 4:14 PM The surface of the northbound lane of Grindstone was milled and replaced today. RESOLVED After the surface was installed at STA. 0+00 on Grindstone a rain storm moved in. There was an approx. 30' long puddle of water that collected at the seam where Grindstone ties into SW County Line Rd. Nathan and Dennis with Superior Bowen said that this puddle is due to the existing road slope and that they could not get this puddle to drain by changing the slopes of their work. Make proper repairs to achieve proper drainage. A
PW-Misc
Informational
12/13/2017
Brice Lawson 12/06/2017 11:14 AM Dennis with Superior Bowen informed me that they are going to mill and replace only the northbound lane of Grindstone. They are not going to mill any of County Line Rd where Matt Schilcht shows on the drawing to get the water to drain properly.
PW-Misc
Informational
12/13/2017
Brice Lawson 12/06/2017 11:27 AM I called Thomas with Redford to let him know that Superior is on site and they are not going to mill county line per the plan that Engineering SOlutions submitted to fix the drainage issue on Grindstone.
PW-Misc
Informational
12/13/2017
Brice Lawson 12/06/2017 1:26 PM Superior Bowen has milled the northbound lane of SW Grindstone from County Line Rd to the approx. C/L of Merryman Ln. Tack oil has been applied to the area that has been milled. The asphalt temperature directly behind the paver was 315 degrees. The base temperature was 47 degrees. The surface asphalt has been installed on the northbound lane of Grindstone.
PW-Misc
Informational
12/13/2017
Brice Lawson 12/13/2017 8:09 AM The testing report for the compacted asphalt surface using the nuclear gauge has been submitted. It appears that all of the test show the in-place density to be over 96%.
PW-Misc
Corrective Action Required
02/16/2018
Brice Lawson 02/16/2018 11:36 AM At the northwest corner of Grindstone and County Line Rd. along the curb return the asphalt surface is rough. The area is about 1' by 10' and is along the curb. I met Dennis with Superior Bowen on site and he plans to put Black Beauty over the rough area to seal up the asphalt.
ADA Inspection Failed 2/14/2018 at 11:05 AM 02/20/2018
Corrective Action Required
02/14/2018
Brice Lawson 02/14/2018 12:20 PM The ADA detectable warning installed at the NE corner of Alibaster and County Line Rd is greater than 5' from the back of curb. Make proper corrections. The ADA detectable warning installed at the NE corner of Grindstone and County Line Rd is greater than 5' from the back of curb. Make proper corrections. The running slope of the ramp is grater than 8.33% near tie-in to the storm box. Make proper corrections. The sidewalk has not been installed to the poperty lines of lots 45 and 55. It appears that the plans are showing to install the sidewalk to these property lines. Properly complete the installation of the sidewalk.
Corrective Action Required
02/14/2018
Brice Lawson 02/14/2018 4:04 PM
Corrective Action Required
02/14/2018
Brice Lawson 02/14/2018 4:04 PM
Corrective Action Required
02/14/2018
Brice Lawson 02/14/2018 4:04 PM
Corrective Action Required
02/14/2018
Brice Lawson 02/14/2018 4:04 PM
Corrective Action Required
02/14/2018
Brice Lawson 02/14/2018 4:04 PM
Corrective Action Required
02/14/2018
Brice Lawson 02/14/2018 4:04 PM
Corrective Action Required
02/14/2018
Brice Lawson 02/14/2018 4:04 PM
Corrective Action Required
02/14/2018
Brice Lawson 02/14/2018 4:04 PM
Corrective Action Required
02/14/2018
Brice Lawson 02/14/2018 4:04 PM
Corrective Action Required
02/14/2018
Brice Lawson 02/14/2018 4:04 PM
Corrective Action Required
02/14/2018
Brice Lawson 02/14/2018 4:04 PM
Corrective Action Required
02/14/2018
Brice Lawson 02/14/2018 4:04 PM
Install Street and Stop Signs Partial 2/20/2018 at 2:35 PM 02/20/2018
Corrective Action Required
02/20/2018
Brice Lawson 02/20/2018 2:47 PM The road closed signs are down at Alibaster and County Line and the one at the east end of Merryman is turned sideways. I sent an email to Thomas with Redford and asked them to secure these signs until the Cert. of Substantial Completion is issued.
Water Line - Fire Hydrant Passed 2/21/2018 at 7:10 AM 02/21/2018
PW-Misc
Resolved
02/21/2018
Brice Lawson 01/02/2018 3:59 PM The fire hydrant at the west end of Merryman, the fire hydrant just east of Grindstone, and the fire hydrant at the end of Amethyst were not operating properly. Daniel with Redford Construction said he thought they are frozen at the base of the hydrant. Brice Lawson 02/21/2018 7:12 AM The fire hydrants have been flushed by Redford Construction and are operating properly. The Water Dept. has performed the bond inspection and there report says that the fire hydrants are operating properly.
Pavement-Surface Passed 2/21/2018 02/21/2018
PW-Misc
Informational
12/13/2017
Brice Lawson 12/03/2017 3:25 PM Superior Bowen installed the 4" Type 2 recycled asphalt base course for the streets at this site. The temperature of the base rock was from 43.5 degrees to 44.5 degrees at the beginning of the paving operation. The temperature of the asphalt behind the paver was spot checked and was from 277 degrees F to 308 degrees F. Three rollers were used for compacting the asphalt mat. It appeared that the joint at the C/L was offset from the C/L. KCTE was on site to perform density testing and the geotech informed me that the tests were all passing.
PW-Misc
Informational
12/13/2017
Brice Lawson 12/13/2017 8:13 AM The density test report for the aphalt base lift using the nuclear gauge has been submitted. It appears that all of the tests show the density to be over 95%.
Water Line - Thrust Restraint Passed 2/21/2018 at 7:15 AM 02/21/2018
PW-Misc
Informational
02/21/2018
Brice Lawson 02/21/2018 7:17 AM Thrust blocks have been installed to restrain the water main at all bends, tees and fire hydrants. Redford Construction informed me that straddle blocks have been installed between the 8" isolation valve and the temporary fire hydrants that have been installed at the west end of Merryman and the north end of Amethyst.
Water Line - Construction Inspection Partial 2/21/2018 at 7:25 AM 02/21/2018
PW-Main inspection
Informational
02/06/2018
Brice Lawson 11/10/2017 11:30 AM Redford installed 40' of 8" C900 water main with tracer wire and water line marker tape. The line appeared to be installed at least 42" from current grade. The pipe was bedded in clean rock. This line was installed on water line 1 from approx. STA. 11+48 to approx. STA. 11+88. The line was being backfilled in lifts. The trench was opened up over 48" wide and KC Testing was on site to perform compaction testing.
PW-Main inspection
Informational
02/06/2018
Brice Lawson 11/10/2017 2:57 PM Redford installed 40' of 8" C900 water line on water line 1 from STA 3+25 to STA. 3+65. Tracer wire and bury tape have been installed with this water line.
PW-Main inspection
Informational
02/06/2018
Brice Lawson 11/13/2017 11:47 AM Redford installed the 8" C900 water line with tracer wire for water line 1 from approx. STA. 0+29.17 to STA. 1+39.99. The Tee fitting has been installed at STA. 1+39.99.
PW-Main inspection
Informational
02/06/2018
Brice Lawson 11/13/2017 2:46 PM Redford installed the 8" gate valve on line 2 near STA. 0+00. Approx. 74' of C900 water line has been installed from STA. 0+00 to approx. STA. 0+74. Tracer wire has been installed with this pipe and utility marker tape is being installed in the trench. Two vertical 45 degree bend fittings have been installed with rebar loops around the fittings. The rebar loops have been installed in a thrust block below the 45 degree fittings. KC Testing is on site to observe compaction testing for the water line. The DI fittings have been wrapped in 12 mil poly wrap and the T bolts have been sprayed with an undercoating. A thrust block has been installed on the 45 degree bend fitting on line 1 at STA.0+95.15. MCIB WA610 concrete was used for the thrust blocks.
PW-Main inspection
Informational
02/06/2018
Brice Lawson 11/14/2017 1:23 PM Redford installed an 8" Clow gate valve just west of the Tee fitting located at STA. 0+00 on water line 2. A 1' piece of C900 was installed between the valve and the tee fitting. A thrust block has been installed on the tee fitting. A tracer wire has been installed over to the tee fitting.
PW-Main inspection
Informational
02/06/2018
Brice Lawson 12/08/2017 8:00 AM Redford has installed the 8" water main for water line 1 from approx. STA. 3+65 to approx. STA. 10+00. The majority of this line has been backfilled. The areas that have not been backfilled show that the pipe is being bedded in clean rock, the tracer wire has been installed and the marker tape is being installed. It appears that the pipe is at least 42" deep. The Tee fittings have been installed for both of the fire hydrant sets on this run of pipe. It appears that the 8" water main has been installed from approx. STA. 2+10 to approx. STA. 5+13. It appears that the line is being bedded in clean rock, tracer wire has been installed and marker tape has been installed. The majority of this line has been backfilled. A thrustblock has been installed behind the tee fitting at STA. 2+92.5. It appears that the pipe is at least 42" deep at the areas that have not been backfilled.
PW-Main inspection
Informational
02/06/2018
Brice Lawson 12/08/2017 3:08 PM The 8" water main for line 1 has been installed from approx. STA. 10+10 and connected on the east side of Grindstone where it was previously installed under grindstone. The Tee fitting and 2 gate valves have been installed on the east and south side of the Tee fitting. A thrust block has been installed behind the tee fitting. The DI fittings appear to be wrapped and the tracer wire has been installed. A thrust block has been installed behind the Tee fitting at STA. 8+36.84 on line 1. A thrust block has been installed behind the tee fitting for the hydrant assembly shown at STA. 4+61.84. When I measured the distance of this tee fitting to the back of the curb on Alibaster, it appeared that the tee fitting is 5' east of where it scales on the plans. I let Darren with Redford know about this and he said that the Tee was installed according to the survey stakes provided.
PW-Main inspection
Informational
02/06/2018
Brice Lawson 12/11/2017 1:54 PM The 8" C900 water line #4 has been installed from the 8" valve at STA. 0+00 to approx. STA. 1+06. The pipe appears to be bedded in clean rock. The tracer wire has been installed and it appears that marker tape is being installed 18' to 24" below grade. It appears the the water line is at least 42" below grade. The existing 12" water main at the proposed tie-in location at 1+39.67 has been exposed. The contractor plans to cover the exposed line with blankets to insulate during the cold weather. Redford is workin on installing the water line #1 from the 8" gate valve at STA. 1+39.99 towards the west. 3-20 sections of pipe have been installed. The pipe is being bedded in clean rock. It appears that the pipes are at least 42" below grade.
PW-Main inspection
Informational
02/06/2018
Brice Lawson 12/12/2017 2:39 PM The remainder of water line 1 from approx. STA. 2+00 to STA. 3+25 has been installed. Water line 3 has been installed from STA. 0+00 to approx. STA. 1+25. A temp. blow off has been installed at STA. 1+25. The two gate valves and Tee fitting have been installed at STA. 0+00. The gate valves are installed on the south and west sides of the tee fitting. Tracer wire has been installed. Schedule 40 valve boxes have been installed with the tracer wire running up the outside of the valve box. The existing 12" main has been exposed at the tie-in location on water line 3. Concrete blankets have been installed to insulate during the cold weather. The existing 12" water main at the tie-in to existing on water line 4 has been covered with mulch to act as insulation during the cold weather.
PW-Main inspection
Informational
02/06/2018
Brice Lawson 12/21/2017 9:32 AM The 8" water water main has been flushed at all of the fire hydrants and at the temporary blow offs that have been installed at the ends of the lines near the proposed tie-in at Alabaster and Merryman. This flush was performed after the hydrostatic test was performed.
PW-Main inspection
Informational
02/06/2018
Brice Lawson 12/21/2017 3:11 PM Redford chlorinated the water lines #1, #2, #3 and #4 to. It appeared that the chlorine level was at a minimum of 25 mg/l at the ends of the lines and at the fir hydrants.
PW-Main inspection
Informational
02/06/2018
Brice Lawson 12/22/2017 5:01 PM It appeared that Redford dechlorinated the water main that has been installed at this site. The ends of each line and each fire hydrant have been flushed.
PW-Main inspection
Informational
02/06/2018
Brice Lawson 12/28/2017 1:29 PM Redford Construction installed a construction tap on the water line near the west end of Merryman and one near the temporary fire hydrant at the north end of Amethyst.
PW-Main inspection
Informational
02/06/2018
Brice Lawson 01/09/2018 10:29 AM The 12" water main was shutdown at Alabaster at approx. 8:15 a.m. Redford Construction installed a 12" Prat butterfly valve, a 12" by 8" tee fitting and a 12" sleeve on the existing 12" water main. The 8" water main was installed from the location where the temporary blow off was and connected to the 12" by 8" tee fitting. An 8" sleeve was used to connect the two 8" C900 pipes. An 8" Clow valve has been installed on the 8" line on the north side of the tee fitting.
PW-Main inspection
Informational
02/06/2018
Brice Lawson 01/09/2018 4:18 PM Redford installed the 4500 MCIB thrustblock at the 12" by 8" tee fitting that is located on the existing 12" watermain at SW Alabaster Dr. The tracer wire has been installed at this tie-in. It appears that the DI fittings have been wrapped with poly wrap and sealed with tape. The Water Dept. flushed the 12" water main and put it back in service. They let me know that the chlorine level in the 12" main was 2.02 Mg/L
PW-Main inspection
Informational
02/06/2018
-------------------------------------- Brice Lawson 01/10/2018 11:02 AM The water dept. shutdown the existing 8" water main at the location of the tie-in on the east end of Merryman Dr. The contractor has removed the existing temporary fire hydrant and began installing the tee fitting for the location of the permanent fire hydrant location.
PW-Main inspection
Informational
02/06/2018
Brice Lawson 01/10/2018 2:28 PM Redford completed the tie-in to the existing water main at the east end of Merryman. The temporary fire hydrant was moved to the permanent location. A 45 degree bend, an 8" by 6" tee fitting, an 8" sleeve, a 6" by 1' anchor coupling, and a 6" Clow gate valve were installed. The DI fittings have been wrapped in clear poly wrap and sealed with tape. The tracer wire has been installed. The thrust blocks have been installed behind the fire hydrant, at the tee fitting and at the 45 degree bend. The Water Dept. came and put the existing line back in service up to the existing 8" gate valve.
PW-Main inspection
Informational
02/06/2018
Brice Lawson 01/11/2018 4:03 PM The water dept. flushed the remainder of the water main that was closed for the tie-in located at the east end of Merryman Dr. The new water main that has been constructed at this site has been opened up to the existing water system.
PW-Main inspection
Corrective Action Required
02/06/2018
Brice Lawson 02/06/2018 3:05 PM Move the existing FH located in the southwest corner of the site to the oppisite side of the water main as shown in the note on page C.406 of the plans. Install extension stems on the valve nuts to bring the valve nuts to within 3' of finished grade. It appears that the existing FH located in the beauty berm along County Line Rd is low. Make proper adjustments to the FH and valve box elevations.
PW-Main inspection
Informational
02/21/2018
Brice Lawson 02/21/2018 7:27 AM The Water Dept. has performed the bond inspection on the new water main for this site. They said everything checked out good.
Site Visit Complete 2/21/2018 at 10:05 AM 02/21/2018
PW-Misc
Informational
02/21/2018
Brice Lawson 02/21/2018 10:13 AM It is 19 degrees. The site is covered in a blanket of thin ice. There is no activity at this site. The road closed signs are still knocked down at Alabaster. The road closed sign at the east end of Merryman is still turned sideways. I sent an email to Redford on 2/20/18 letting them know that these signs need to be in place and keeping the roads closed until Substantial Completion is issued.
Sanitary Sewer Construction Inspection Partial 2/22/2018 at 2:40 PM 02/22/2018
PW-Main inspection
Partial Correction
02/15/2018
A main inspection has uncovered the following problems. Brice Lawson 01/08/2018 11:49 AM Existing City Sanitary Manhole #60-082 at tie-in: Grout the sides of the pipe up to the springline of the new pipe inside the manhole. Make a smooth transition from the new pipe to the existing flowline with proper slope. Eliminate any vertical offset. RESOLVED Brice Lawson 02/15/2018 4:10 PM MH A-1: Remove wire mesh, debris and paint from the lid RESOLVED BL MH A-2: Remove green paint from the lid RESOLVED BL MH A-3: Remove green paint from the lid RESOLVED BL MH A-4: Remove green paint from the lid RESOLVED BL MH A-5: Remove green paint from lid. Backfill around the frame to achieve positive drainage away the manhole frame RESOLVED BL MH A-6: Remove green paint from the lid. Complete the backfill of the manhole frame and achieve positive drainage away from the manhole frame RESOLVED BL MH A-7: Backfill around the manhole frame and achieve positive drainage away from the frame. Remove green paint from the lid. Remove excess joint mastic at the adjustment ring joint. RESOLVED BL MH B-1: Remove green paint from lid. Remove excess mastic from adjustmen ring joint. Properly backfill around manhole frame to achieve positive drainage away from the frame.RESOLVED BL MH B-2: Remove debris from manhole floor, remove wire mesh, remove the vertical strip of what appears to be mastic from the barrel section, remove green paint from the lid RESOLVED BL MH B-3: Remove the paint from the lid RESOLVED BL MH E-1: Remove the excess mastic at the horizontal joints, remove debris from the manhole floor, remove the paint from the lid, raise the manhole so that the top of the lid is 2% to 4% above the back of curb RESOLVED BL MH C-1: Remove paint from the lid, remove debris from invert bench, repair the top of the cone at the void that is allowing the mastic to fall out of the joint, complete grading around the frame to achieve positive drainage away from the frame RESOLVED BL MH C-2: Remove the green paint from the lid RESOLVED BL MH C-3: Remove green paint from the lid. Raise the manhole top so that the top is 2% to 4% above the back of the curb. Grade around the frame to achieve positive drainage away from the frame. MH C-4: Remove debris from the manhole floor, remove paint from the lid. Raise the manhole lid so that it is 2% to 4% above the back of curb. FYI- a maximum of 1' of adjustment rings can be used. RESLOVED BL MH D-1: The top of the lid does not appear to be installed at the elevation shown on the revised drawings. Make necessary corrections to get the top at the correct elevation. Replace manhole lid with the proper lid. Backfill around the frame to achieve positive drainage away from the frame. RESOLVED BL MH D-2: Remove paint from the lid, fill the lift hole in the cone section behind the steps, properly grade around frame to achieve positive drainage away from the frame.RESOLVED BL Should the tracer boxes be attached to the post with something that is more durable than ductape Tracer boxes should be installed on a post that extends atleast 3' above grade. The posts need to be painted green. Lot 93-Repair tracer wire and tracer box 2/22/18 attach the tracer box to the post Lot 99-Raise the tracer box in elevation so it is easily seen Lot 97- Move the tracer box so that it is above the service line and 1' from the property line RESOLVED BL Lot 98-Repair broken tracer wire and retest the tracer wire in the presence of an inspector RESOLVED BL Lot 78-repair the tracer box post RESOLVED BL Lot 42-Attach the tracer wire to the tracer box RESOLVED Lot 69-Install the tracer box on a post at least 3' above grade Lot 48-Install the tracer box on a post at least 3' above grade RESOLVED BL Lot 65-paint the tracer box post green RESOLVED Lot 64-paint the tracer box post green RESOLVED BL Lots 63, 62, 61, 60, 58, 57, 56, 55-paint the tracer box post green RESOLVED BL Lot 54-repair/replace tracer box post and paint green RESOLVED BL
PW-Main inspection
Informational
02/15/2018
A main inspection has uncovered the following problems. Brice Lawson 01/22/2018 3:46 PM The invert for the existing MH #60-082 has been installed. It looked like it was very flat after installation. I looked at it today after the weekend and the sewage is not draining properly from this manhole. I plan to follow up with Water Utilities to see if they need to look at the line segment below this manhole.
PW-Main inspection
Corrective Action Required
02/15/2018
A main inspection has uncovered the following problems. Brice Lawson 02/15/2018 4:16 PM The following sags in the sanitary mains were found during the video inspection. Make proper corrections. sag starts @ 53' to 58' from MH 60-282 sag starts @ 62' to 71' from MH 60-282 sag starts @ 95' to MH 60-281 sag starts @ 73' to 85' from MH 60-278 sag starts @ 376' to MH 60-279 sag starts @ 264' to 270' from MH 60-287 sag starts @ 336' to MH 60-286 sag starts @ 261' to 266' from MH 60-285 upstream sag starts @ 228' to 241' from MH 60-293 The service connection is 3.5' from MH 60-285. Wyes should not be installed any closer that 4' to a manhole. Make proper corrrections.
Install Street and Stop Signs Partial 2/23/2018 at 11:25 AM 02/23/2018
Corrective Action Required
02/23/2018
Brice Lawson 02/23/2018 11:40 AM One of the end of pavement markers at Georgetown and Stoney Creek Dr is down. Make proper repairs to the sign. The stop sign at Grindstone and Merryman has been relocated and it appears to be in the proper location.
Site Visit Partial 2/26/2018 at 9:00 AM 02/26/2018
PW-Misc
Informational
02/26/2018
Brice Lawson 02/26/2018 3:41 PM I met with Jamie Kidwell and Thomas Hudgens to go over the ADA ramps, sidewalk and curb that has been installed at this site. They plan to make repairs and/or look into these issues.
Sanitary Sewer Construction Inspection Partial 2/26/2018 at 11:00 AM 02/26/2018
PW-Main inspection
Partial Correction
02/22/2018
A main inspection has uncovered the following problems. Brice Lawson 01/08/2018 11:49 AM Existing City Sanitary Manhole #60-082 at tie-in: Grout the sides of the pipe up to the springline of the new pipe inside the manhole. Make a smooth transition from the new pipe to the existing flowline with proper slope. Eliminate any vertical offset. RESOLVED Brice Lawson 02/15/2018 4:10 PM MH A-1: Remove wire mesh, debris and paint from the lid RESOLVED BL MH A-2: Remove green paint from the lid RESOLVED BL MH A-3: Remove green paint from the lid RESOLVED BL MH A-4: Remove green paint from the lid RESOLVED BL MH A-5: Remove green paint from lid. Backfill around the frame to achieve positive drainage away the manhole frame RESOLVED BL MH A-6: Remove green paint from the lid. Complete the backfill of the manhole frame and achieve positive drainage away from the manhole frame RESOLVED BL MH A-7: Backfill around the manhole frame and achieve positive drainage away from the frame. Remove green paint from the lid. Remove excess joint mastic at the adjustment ring joint. RESOLVED BL MH B-1: Remove green paint from lid. Remove excess mastic from adjustmen ring joint. Properly backfill around manhole frame to achieve positive drainage away from the frame.RESOLVED BL MH B-2: Remove debris from manhole floor, remove wire mesh, remove the vertical strip of what appears to be mastic from the barrel section, remove green paint from the lid RESOLVED BL MH B-3: Remove the paint from the lid RESOLVED BL MH E-1: Remove the excess mastic at the horizontal joints, remove debris from the manhole floor, remove the paint from the lid, raise the manhole so that the top of the lid is 2% to 4% above the back of curb RESOLVED BL MH C-1: Remove paint from the lid, remove debris from invert bench, repair the top of the cone at the void that is allowing the mastic to fall out of the joint, complete grading around the frame to achieve positive drainage away from the frame RESOLVED BL MH C-2: Remove the green paint from the lid RESOLVED BL MH C-3: Remove green paint from the lid. Raise the manhole top so that the top is 2% to 4% above the back of the curb. Grade around the frame to achieve positive drainage away from the frame. MH C-4: Remove debris from the manhole floor, remove paint from the lid. Raise the manhole lid so that it is 2% to 4% above the back of curb. FYI- a maximum of 1' of adjustment rings can be used. RESLOVED BL MH D-1: The top of the lid does not appear to be installed at the elevation shown on the revised drawings. Make necessary corrections to get the top at the correct elevation. Replace manhole lid with the proper lid. Backfill around the frame to achieve positive drainage away from the frame. RESOLVED BL MH D-2: Remove paint from the lid, fill the lift hole in the cone section behind the steps, properly grade around frame to achieve positive drainage away from the frame.RESOLVED BL Should the tracer boxes be attached to the post with something that is more durable than ductape Tracer boxes should be installed on a post that extends atleast 3' above grade. The posts need to be painted green. Lot 93-Repair tracer wire and tracer box 2/22/18 attach the tracer box to the post Lot 99-Raise the tracer box in elevation so it is easily seen Lot 97- Move the tracer box so that it is above the service line and 1' from the property line RESOLVED BL Lot 98-Repair broken tracer wire and retest the tracer wire in the presence of an inspector RESOLVED BL Lot 78-repair the tracer box post RESOLVED BL Lot 42-Attach the tracer wire to the tracer box RESOLVED Lot 69-Install the tracer box on a post at least 3' above grade Lot 48-Install the tracer box on a post at least 3' above grade RESOLVED BL Lot 65-paint the tracer box post green RESOLVED Lot 64-paint the tracer box post green RESOLVED BL Lots 63, 62, 61, 60, 58, 57, 56, 55-paint the tracer box post green RESOLVED BL Lot 54-repair/replace tracer box post and paint green RESOLVED BL
PW-Main inspection
Informational
02/22/2018
A main inspection has uncovered the following problems. Brice Lawson 01/22/2018 3:46 PM The invert for the existing MH #60-082 has been installed. It looked like it was very flat after installation. I looked at it today after the weekend and the sewage is not draining properly from this manhole. I plan to follow up with Water Utilities to see if they need to look at the line segment below this manhole.
PW-Main inspection
Corrective Action Required
02/22/2018
A main inspection has uncovered the following problems. Brice Lawson 02/15/2018 4:16 PM The following sags in the sanitary mains were found during the video inspection. Make proper corrections. sag starts @ 53' to 58' from MH 60-282 sag starts @ 62' to 71' from MH 60-282 sag starts @ 95' to MH 60-281 sag starts @ 73' to 85' from MH 60-278 sag starts @ 376' to MH 60-279 sag starts @ 264' to 270' from MH 60-287 sag starts @ 336' to MH 60-286 sag starts @ 261' to 266' from MH 60-285 upstream sag starts @ 228' to 241' from MH 60-293 The service connection is 3.5' from MH 60-285. Wyes should not be installed any closer that 4' to a manhole. Make proper corrrections. Brice Lawson 02/26/2018 3:43 PM The service connection was measured by Redford and the Water Dept. and was confirmed to be 4' from the manhole. No repair needed. RESOLVED
PW-Main inspection
Informational
02/26/2018
Brice Lawson 02/26/2018 3:47 PM Redford excavated down to the pipe to repair the sag that is upstream of MH 60-923.
Sanitary Sewer Construction Inspection Partial 2/26/2018 at 3:10 PM 02/26/2018
PW-Main inspection
Partial Correction
02/26/2018
A main inspection has uncovered the following problems. Brice Lawson 01/08/2018 11:49 AM Existing City Sanitary Manhole #60-082 at tie-in: Grout the sides of the pipe up to the springline of the new pipe inside the manhole. Make a smooth transition from the new pipe to the existing flowline with proper slope. Eliminate any vertical offset. RESOLVED Brice Lawson 02/15/2018 4:10 PM MH A-1: Remove wire mesh, debris and paint from the lid RESOLVED BL MH A-2: Remove green paint from the lid RESOLVED BL MH A-3: Remove green paint from the lid RESOLVED BL MH A-4: Remove green paint from the lid RESOLVED BL MH A-5: Remove green paint from lid. Backfill around the frame to achieve positive drainage away the manhole frame RESOLVED BL MH A-6: Remove green paint from the lid. Complete the backfill of the manhole frame and achieve positive drainage away from the manhole frame RESOLVED BL MH A-7: Backfill around the manhole frame and achieve positive drainage away from the frame. Remove green paint from the lid. Remove excess joint mastic at the adjustment ring joint. RESOLVED BL MH B-1: Remove green paint from lid. Remove excess mastic from adjustmen ring joint. Properly backfill around manhole frame to achieve positive drainage away from the frame.RESOLVED BL MH B-2: Remove debris from manhole floor, remove wire mesh, remove the vertical strip of what appears to be mastic from the barrel section, remove green paint from the lid RESOLVED BL MH B-3: Remove the paint from the lid RESOLVED BL MH E-1: Remove the excess mastic at the horizontal joints, remove debris from the manhole floor, remove the paint from the lid, raise the manhole so that the top of the lid is 2% to 4% above the back of curb RESOLVED BL MH C-1: Remove paint from the lid, remove debris from invert bench, repair the top of the cone at the void that is allowing the mastic to fall out of the joint, complete grading around the frame to achieve positive drainage away from the frame RESOLVED BL MH C-2: Remove the green paint from the lid RESOLVED BL MH C-3: Remove green paint from the lid. Raise the manhole top so that the top is 2% to 4% above the back of the curb. Grade around the frame to achieve positive drainage away from the frame. MH C-4: Remove debris from the manhole floor, remove paint from the lid. Raise the manhole lid so that it is 2% to 4% above the back of curb. FYI- a maximum of 1' of adjustment rings can be used. RESLOVED BL MH D-1: The top of the lid does not appear to be installed at the elevation shown on the revised drawings. Make necessary corrections to get the top at the correct elevation. Replace manhole lid with the proper lid. Backfill around the frame to achieve positive drainage away from the frame. RESOLVED BL MH D-2: Remove paint from the lid, fill the lift hole in the cone section behind the steps, properly grade around frame to achieve positive drainage away from the frame.RESOLVED BL Should the tracer boxes be attached to the post with something that is more durable than ductape Tracer boxes should be installed on a post that extends atleast 3' above grade. The posts need to be painted green. Lot 93-Repair tracer wire and tracer box 2/22/18 attach the tracer box to the post Lot 99-Raise the tracer box in elevation so it is easily seen Lot 97- Move the tracer box so that it is above the service line and 1' from the property line RESOLVED BL Lot 98-Repair broken tracer wire and retest the tracer wire in the presence of an inspector RESOLVED BL Lot 78-repair the tracer box post RESOLVED BL Lot 42-Attach the tracer wire to the tracer box RESOLVED Lot 69-Install the tracer box on a post at least 3' above grade Lot 48-Install the tracer box on a post at least 3' above grade RESOLVED BL Lot 65-paint the tracer box post green RESOLVED Lot 64-paint the tracer box post green RESOLVED BL Lots 63, 62, 61, 60, 58, 57, 56, 55-paint the tracer box post green RESOLVED BL Lot 54-repair/replace tracer box post and paint green RESOLVED BL
PW-Main inspection
Informational
02/26/2018
A main inspection has uncovered the following problems. Brice Lawson 01/22/2018 3:46 PM The invert for the existing MH #60-082 has been installed. It looked like it was very flat after installation. I looked at it today after the weekend and the sewage is not draining properly from this manhole. I plan to follow up with Water Utilities to see if they need to look at the line segment below this manhole.
PW-Main inspection
Corrective Action Required
02/26/2018
A main inspection has uncovered the following problems. Brice Lawson 02/15/2018 4:16 PM The following sags in the sanitary mains were found during the video inspection. Make proper corrections. sag starts @ 53' to 58' from MH 60-282 sag starts @ 62' to 71' from MH 60-282 sag starts @ 95' to MH 60-281 sag starts @ 73' to 85' from MH 60-278 sag starts @ 376' to MH 60-279 sag starts @ 264' to 270' from MH 60-287 sag starts @ 336' to MH 60-286 sag starts @ 261' to 266' from MH 60-285 upstream sag starts @ 228' to 241' from MH 60-293 The service connection is 3.5' from MH 60-285. Wyes should not be installed any closer that 4' to a manhole. Make proper corrrections. Brice Lawson 02/26/2018 3:43 PM The service connection was measured by Redford and the Water Dept. and was confirmed to be 4' from the manhole. No repair needed. RESOLVED
PW-Main inspection
Informational
02/26/2018
Brice Lawson 02/26/2018 3:53 PM Redford has excavated down to the sewer main to repair the sag located upstream of MH 285 and the sag located 336' from MH 60-287 to MH 60-286.
Storm Sewer Construction Inspection Partial 2/27/2018 at 11:00 AM 02/27/2018
PW-Storm Sewer Inspection
Corrective Action Required
01/18/2018
Corrections need to be made to the Storm Sewer Brice Lawson 01/18/2018 4:34 PM Remove excess concrete from the openings of all curb inlets The 36" storm pipe between FES 6-1 and CI 6-2 appears to be seperated and squashed. Make proper corrections. This may have been damaged during road construction. CI 6-2 Remove lift cables CI 6-3 Grout the front corners of lid at the inlet frame CI 6-4 Grout the front corners of lid at the inlet frame CI 6-5 Grout the front corners of the lid at the inlet frame FI 3-2 Remove lift cables, grout lid so it does not teeter JB 3-1 Remove paint from the lid FI 3-3 Grout the lid so it does not teeter, grout pipe collars, add a step, remove lift cables, align the concrete lid with the structure FI 3-4 Align the concrete lid with the structure, remove lift cables, grout gap at corners where lid meets the structure, grout collars FI 3-5 Remove lift cables, grout the lid at the corners, align the concrete lid with the structure walls FI 8-1 Align the concrete lid with the structure walls, remove the lift cables and the debris fromt the weir openings FI 5-6 Remove the lift cables, align the concrete lid with the structure, grout corners where lid meets the structure, grout the collar, remove debris from the weir openings FI 5-5 Add a step, grout collars grout corners so the concrete lid does not teeter, remove lift cables align the concrete lid with the structure, remove debris from the weir openings CI 5-4 Replace the damaged step, remove the anchor bolt from the wall, finish grouting the lid, install the invert bench to guide the water thru the turn CI 5-3 Remove the lift cables, replace the cover with the proper cover JB 5-2 Remove paint from the lid, fill the voids and grout collars Outlet Structure Remove lift cables, grout lift holes, align the lid with the structure walls, grout lid to structure joint, add steps, align the top and bottom structure sections CI 4-5 Remove lift cables, add a step, remove debris CI 4-4 Add a step CI 4-3 Remove anchor bolt from the wall FI 2-6 Align the concrete lid with the structure, remove lift cables and grout collar FI 2-5 Grout concrete lid so it does not teeter, align the concrete lid with the structure, grout collar, align steps, remove lift cables FI 2-4 Add steps, remove lift cables, align the concrete lid with the structure FI 2-3 Remove lift cables, grout collars, align the concrete lid with the structure
PW-Storm Sewer Inspection
Informational
02/27/2018
Brice Lawson 02/27/2018 12:24 PM Redford informed me that the corrections have been made to the storm structures so far. I re-inspected the storm structures for lines 3, 6, 8 and part of line 5. I will mark off the corrections on the original inspection at a later time.
Storm Sewer Construction Inspection Partial 2/27/2018 at 1:00 PM 02/27/2018
PW-Storm Sewer Inspection
Partial Correction
02/27/2018
Corrections need to be made to the Storm Sewer Brice Lawson 01/18/2018 4:34 PM Remove excess concrete from the openings of all curb inlets The 36" storm pipe between FES 6-1 and CI 6-2 appears to be seperated and squashed. Make proper corrections. This may have been damaged during road construction. CI 6-2 Remove lift cables RESOLVED BL CI 6-3 Grout the front corners of lid at the inlet frame RESOLVED BL CI 6-4 Grout the front corners of lid at the inlet frame RESOLVED BL CI 6-5 Grout the front corners of the lid at the inlet frame RESOLVED BL FI 3-2 Remove lift cables, grout lid so it does not teeter RESOLVED BL JB 3-1 Remove paint from the lid RESOLVED BL FI 3-3 Grout the lid so it does not teeter, grout pipe collars, add a step, remove lift cables, align the concrete lid with the structure RESOLVED BL FI 3-4 Align the concrete lid with the structure, remove lift cables, grout gap at corners where lid meets the structure, grout collars RESOLVED BL FI 3-5 Remove lift cables, grout the lid at the corners, align the concrete lid with the structure walls RESOLVED BL FI 8-1 Align the concrete lid with the structure walls, remove the lift cables and the debris fromt the weir openings RESOLVED BL FI 5-6 Remove the lift cables, align the concrete lid with the structure, grout corners where lid meets the structure, grout the collar, remove debris from the weir openings RESOLVED BL FI 5-5 Add a step, grout collars grout corners so the concrete lid does not teeter, remove lift cables align the concrete lid with the structure, remove debris from the weir openings RESOLVED BL CI 5-4 Replace the damaged step, remove the anchor bolt from the wall, finish grouting the lid, install the invert bench to guide the water thru the turn STEP NOT COMPLETE AS OF 2/27/18 CI 5-3 Remove the lift cables, replace the cover with the proper cover RESOLVED BL JB 5-2 Remove paint from the lid, fill the voids and grout collars RESOLVED BL Outlet Structure Remove lift cables, grout lift holes, align the lid with the structure walls, grout lid to structure joint, add steps, align the top and bottom structure sections CI 4-5 Remove lift cables, add a step, remove debris RESOLVED BL CI 4-4 Add a step RESOLVED BL CI 4-3 Remove anchor bolt from the wall RESOLVED BL FI 2-6 Align the concrete lid with the structure, remove lift cables and grout collar RESOLVED BL FI 2-5 Grout concrete lid so it does not teeter, align the concrete lid with the structure, grout collar, align steps, remove lift cables RESOLVED BL FI 2-4 Add steps, remove lift cables, align the concrete lid with the structure RESOLVED BL FI 2-3 Remove lift cables, grout collars, align the concrete lid with the structure RESOLVED BL
PW-Storm Sewer Inspection
Informational
02/27/2018
Brice Lawson 02/27/2018 12:24 PM Redford informed me that the corrections have been made to the storm structures so far. I re-inspected the storm structures for lines 3, 6, 8 and part of line 5. I will mark off the corrections on the original inspection at a later time.
Sanitary Sewer Construction Inspection Partial 2/27/2018 at 2:15 PM 02/27/2018
PW-Main inspection
Partial Correction
02/26/2018
A main inspection has uncovered the following problems. Brice Lawson 01/08/2018 11:49 AM Existing City Sanitary Manhole #60-082 at tie-in: Grout the sides of the pipe up to the springline of the new pipe inside the manhole. Make a smooth transition from the new pipe to the existing flowline with proper slope. Eliminate any vertical offset. RESOLVED Brice Lawson 02/15/2018 4:10 PM MH A-1: Remove wire mesh, debris and paint from the lid RESOLVED BL MH A-2: Remove green paint from the lid RESOLVED BL MH A-3: Remove green paint from the lid RESOLVED BL MH A-4: Remove green paint from the lid RESOLVED BL MH A-5: Remove green paint from lid. Backfill around the frame to achieve positive drainage away the manhole frame RESOLVED BL MH A-6: Remove green paint from the lid. Complete the backfill of the manhole frame and achieve positive drainage away from the manhole frame RESOLVED BL MH A-7: Backfill around the manhole frame and achieve positive drainage away from the frame. Remove green paint from the lid. Remove excess joint mastic at the adjustment ring joint. RESOLVED BL MH B-1: Remove green paint from lid. Remove excess mastic from adjustmen ring joint. Properly backfill around manhole frame to achieve positive drainage away from the frame.RESOLVED BL MH B-2: Remove debris from manhole floor, remove wire mesh, remove the vertical strip of what appears to be mastic from the barrel section, remove green paint from the lid RESOLVED BL MH B-3: Remove the paint from the lid RESOLVED BL MH E-1: Remove the excess mastic at the horizontal joints, remove debris from the manhole floor, remove the paint from the lid, raise the manhole so that the top of the lid is 2% to 4% above the back of curb RESOLVED BL MH C-1: Remove paint from the lid, remove debris from invert bench, repair the top of the cone at the void that is allowing the mastic to fall out of the joint, complete grading around the frame to achieve positive drainage away from the frame RESOLVED BL MH C-2: Remove the green paint from the lid RESOLVED BL MH C-3: Remove green paint from the lid. Raise the manhole top so that the top is 2% to 4% above the back of the curb. Grade around the frame to achieve positive drainage away from the frame. MH C-4: Remove debris from the manhole floor, remove paint from the lid. Raise the manhole lid so that it is 2% to 4% above the back of curb. FYI- a maximum of 1' of adjustment rings can be used. RESLOVED BL MH D-1: The top of the lid does not appear to be installed at the elevation shown on the revised drawings. Make necessary corrections to get the top at the correct elevation. Replace manhole lid with the proper lid. Backfill around the frame to achieve positive drainage away from the frame. RESOLVED BL MH D-2: Remove paint from the lid, fill the lift hole in the cone section behind the steps, properly grade around frame to achieve positive drainage away from the frame.RESOLVED BL Should the tracer boxes be attached to the post with something that is more durable than ductape Tracer boxes should be installed on a post that extends atleast 3' above grade. The posts need to be painted green. Lot 93-Repair tracer wire and tracer box 2/22/18 attach the tracer box to the post Lot 99-Raise the tracer box in elevation so it is easily seen Lot 97- Move the tracer box so that it is above the service line and 1' from the property line RESOLVED BL Lot 98-Repair broken tracer wire and retest the tracer wire in the presence of an inspector RESOLVED BL Lot 78-repair the tracer box post RESOLVED BL Lot 42-Attach the tracer wire to the tracer box RESOLVED Lot 69-Install the tracer box on a post at least 3' above grade Lot 48-Install the tracer box on a post at least 3' above grade RESOLVED BL Lot 65-paint the tracer box post green RESOLVED Lot 64-paint the tracer box post green RESOLVED BL Lots 63, 62, 61, 60, 58, 57, 56, 55-paint the tracer box post green RESOLVED BL Lot 54-repair/replace tracer box post and paint green RESOLVED BL
PW-Main inspection
Informational
02/26/2018
A main inspection has uncovered the following problems. Brice Lawson 01/22/2018 3:46 PM The invert for the existing MH #60-082 has been installed. It looked like it was very flat after installation. I looked at it today after the weekend and the sewage is not draining properly from this manhole. I plan to follow up with Water Utilities to see if they need to look at the line segment below this manhole.
PW-Main inspection
Corrective Action Required
02/26/2018
A main inspection has uncovered the following problems. Brice Lawson 02/15/2018 4:16 PM The following sags in the sanitary mains were found during the video inspection. Make proper corrections. sag starts @ 53' to 58' from MH 60-282 sag starts @ 62' to 71' from MH 60-282 sag starts @ 95' to MH 60-281 sag starts @ 73' to 85' from MH 60-278 sag starts @ 376' to MH 60-279 sag starts @ 264' to 270' from MH 60-287 sag starts @ 336' to MH 60-286 sag starts @ 261' to 266' from MH 60-285 upstream sag starts @ 228' to 241' from MH 60-293 The service connection is 3.5' from MH 60-285. Wyes should not be installed any closer that 4' to a manhole. Make proper corrrections. Brice Lawson 02/26/2018 3:43 PM The service connection was measured by Redford and the Water Dept. and was confirmed to be 4' from the manhole. No repair needed. RESOLVED
PW-Main inspection
Informational
02/26/2018
Brice Lawson 02/26/2018 3:53 PM Redford has excavated down to the sewer main to repair the sag located upstream of MH 285 and the sag located 336' from MH 60-287 to MH 60-286.
PW-Main inspection
Corrective Action Required
02/27/2018
Brice Lawson 02/27/2018 2:12 PM MH C-4 does not have an adjustment ring. Make proper corrections.
Site Visit Partial 2/28/2018 at 1:00 PM 02/28/2018
PW-Misc
Informational
02/26/2018
Brice Lawson 02/26/2018 3:41 PM I met with Jamie Kidwell and Thomas Hudgens to go over the ADA ramps, sidewalk and curb that has been installed at this site. They plan to make repairs and/or look into these issues.
PW-Misc
Informational
02/28/2018
Brice Lawson 02/28/2018 1:50 PM Brice Lawson 02/28/2018 1:46 PM Redford Construction is working on repairing the sags in the sanitary line segments. They have repaired and backfilled the four most west sags on the site.
Sanitary Sewer Construction Inspection Partial 3/1/2018 at 1:00 PM 03/01/2018
PW-Main inspection
Partial Correction
02/27/2018
A main inspection has uncovered the following problems. Brice Lawson 01/08/2018 11:49 AM Existing City Sanitary Manhole #60-082 at tie-in: Grout the sides of the pipe up to the springline of the new pipe inside the manhole. Make a smooth transition from the new pipe to the existing flowline with proper slope. Eliminate any vertical offset. RESOLVED Brice Lawson 02/15/2018 4:10 PM MH A-1: Remove wire mesh, debris and paint from the lid RESOLVED BL MH A-2: Remove green paint from the lid RESOLVED BL MH A-3: Remove green paint from the lid RESOLVED BL MH A-4: Remove green paint from the lid RESOLVED BL MH A-5: Remove green paint from lid. Backfill around the frame to achieve positive drainage away the manhole frame RESOLVED BL MH A-6: Remove green paint from the lid. Complete the backfill of the manhole frame and achieve positive drainage away from the manhole frame RESOLVED BL MH A-7: Backfill around the manhole frame and achieve positive drainage away from the frame. Remove green paint from the lid. Remove excess joint mastic at the adjustment ring joint. RESOLVED BL MH B-1: Remove green paint from lid. Remove excess mastic from adjustmen ring joint. Properly backfill around manhole frame to achieve positive drainage away from the frame.RESOLVED BL MH B-2: Remove debris from manhole floor, remove wire mesh, remove the vertical strip of what appears to be mastic from the barrel section, remove green paint from the lid RESOLVED BL MH B-3: Remove the paint from the lid RESOLVED BL MH E-1: Remove the excess mastic at the horizontal joints, remove debris from the manhole floor, remove the paint from the lid, raise the manhole so that the top of the lid is 2% to 4% above the back of curb RESOLVED BL MH C-1: Remove paint from the lid, remove debris from invert bench, repair the top of the cone at the void that is allowing the mastic to fall out of the joint, complete grading around the frame to achieve positive drainage away from the frame RESOLVED BL MH C-2: Remove the green paint from the lid RESOLVED BL MH C-3: Remove green paint from the lid. Raise the manhole top so that the top is 2% to 4% above the back of the curb. Grade around the frame to achieve positive drainage away from the frame. MH C-4: Remove debris from the manhole floor, remove paint from the lid. Raise the manhole lid so that it is 2% to 4% above the back of curb. FYI- a maximum of 1' of adjustment rings can be used. RESLOVED BL MH D-1: The top of the lid does not appear to be installed at the elevation shown on the revised drawings. Make necessary corrections to get the top at the correct elevation. Replace manhole lid with the proper lid. Backfill around the frame to achieve positive drainage away from the frame. RESOLVED BL MH D-2: Remove paint from the lid, fill the lift hole in the cone section behind the steps, properly grade around frame to achieve positive drainage away from the frame.RESOLVED BL Should the tracer boxes be attached to the post with something that is more durable than ductape Tracer boxes should be installed on a post that extends atleast 3' above grade. The posts need to be painted green. Lot 93-Repair tracer wire and tracer box 2/22/18 attach the tracer box to the post Lot 99-Raise the tracer box in elevation so it is easily seen Lot 97- Move the tracer box so that it is above the service line and 1' from the property line RESOLVED BL Lot 98-Repair broken tracer wire and retest the tracer wire in the presence of an inspector RESOLVED BL Lot 78-repair the tracer box post RESOLVED BL Lot 42-Attach the tracer wire to the tracer box RESOLVED Lot 69-Install the tracer box on a post at least 3' above grade Lot 48-Install the tracer box on a post at least 3' above grade RESOLVED BL Lot 65-paint the tracer box post green RESOLVED Lot 64-paint the tracer box post green RESOLVED BL Lots 63, 62, 61, 60, 58, 57, 56, 55-paint the tracer box post green RESOLVED BL Lot 54-repair/replace tracer box post and paint green RESOLVED BL
PW-Main inspection
Informational
02/27/2018
A main inspection has uncovered the following problems. Brice Lawson 01/22/2018 3:46 PM The invert for the existing MH #60-082 has been installed. It looked like it was very flat after installation. I looked at it today after the weekend and the sewage is not draining properly from this manhole. I plan to follow up with Water Utilities to see if they need to look at the line segment below this manhole.
PW-Main inspection
Corrective Action Required
02/27/2018
A main inspection has uncovered the following problems. Brice Lawson 02/15/2018 4:16 PM The following sags in the sanitary mains were found during the video inspection. Make proper corrections. sag starts @ 53' to 58' from MH 60-282 sag starts @ 62' to 71' from MH 60-282 sag starts @ 95' to MH 60-281 sag starts @ 73' to 85' from MH 60-278 sag starts @ 376' to MH 60-279 sag starts @ 264' to 270' from MH 60-287 sag starts @ 336' to MH 60-286 sag starts @ 261' to 266' from MH 60-285 upstream sag starts @ 228' to 241' from MH 60-293 The service connection is 3.5' from MH 60-285. Wyes should not be installed any closer that 4' to a manhole. Make proper corrrections. Brice Lawson 02/26/2018 3:43 PM The service connection was measured by Redford and the Water Dept. and was confirmed to be 4' from the manhole. No repair needed. RESOLVED
PW-Main inspection
Informational
02/27/2018
Brice Lawson 02/26/2018 3:53 PM Redford has excavated down to the sewer main to repair the sag located upstream of MH 285 and the sag located 336' from MH 60-287 to MH 60-286.
PW-Main inspection
Corrective Action Required
02/27/2018
Brice Lawson 02/27/2018 2:12 PM MH C-4 does not have an adjustment ring. Make proper corrections.
PW-Main inspection
Informational
03/01/2018
Brice Lawson 03/01/2018 1:32 PM Redford Construction let me know that the following sags have been repaired. The excavated areas have also been backfilled. They let me know that the marker tape is being installed in the trench. Sags: between D-1 and D-2 between C-1 and B-3 between B-1 and B-2 between A-6 and A-5 between A-2 and A-1 They have excavated down to the sags between A-3 and A-2 and are in the process of repairing the sags.
Site Visit Partial 3/1/2018 at 1:31 PM 03/01/2018
PW-Misc
Informational
02/28/2018
Brice Lawson 02/26/2018 3:41 PM I met with Jamie Kidwell and Thomas Hudgens to go over the ADA ramps, sidewalk and curb that has been installed at this site. They plan to make repairs and/or look into these issues.
PW-Misc
Informational
02/28/2018
Brice Lawson 02/28/2018 1:50 PM Brice Lawson 02/28/2018 1:46 PM Redford Construction is working on repairing the sags in the sanitary line segments. They have repaired and backfilled the four most west sags on the site.
PW-Misc
Informational
03/01/2018
Brice Lawson 03/01/2018 1:41 PM Redford has excavated and extended the conduit for the power supply in the ROW where it crosses Amethyst, Merryman and Alabaster.
Sanitary Sewer Construction Inspection Partial 3/2/2018 at 9:00 AM 03/02/2018
PW-Main inspection
Partial Correction
03/01/2018
A main inspection has uncovered the following problems. Brice Lawson 01/08/2018 11:49 AM Existing City Sanitary Manhole #60-082 at tie-in: Grout the sides of the pipe up to the springline of the new pipe inside the manhole. Make a smooth transition from the new pipe to the existing flowline with proper slope. Eliminate any vertical offset. RESOLVED Brice Lawson 02/15/2018 4:10 PM MH A-1: Remove wire mesh, debris and paint from the lid RESOLVED BL MH A-2: Remove green paint from the lid RESOLVED BL MH A-3: Remove green paint from the lid RESOLVED BL MH A-4: Remove green paint from the lid RESOLVED BL MH A-5: Remove green paint from lid. Backfill around the frame to achieve positive drainage away the manhole frame RESOLVED BL MH A-6: Remove green paint from the lid. Complete the backfill of the manhole frame and achieve positive drainage away from the manhole frame RESOLVED BL MH A-7: Backfill around the manhole frame and achieve positive drainage away from the frame. Remove green paint from the lid. Remove excess joint mastic at the adjustment ring joint. RESOLVED BL MH B-1: Remove green paint from lid. Remove excess mastic from adjustmen ring joint. Properly backfill around manhole frame to achieve positive drainage away from the frame.RESOLVED BL MH B-2: Remove debris from manhole floor, remove wire mesh, remove the vertical strip of what appears to be mastic from the barrel section, remove green paint from the lid RESOLVED BL MH B-3: Remove the paint from the lid RESOLVED BL MH E-1: Remove the excess mastic at the horizontal joints, remove debris from the manhole floor, remove the paint from the lid, raise the manhole so that the top of the lid is 2% to 4% above the back of curb RESOLVED BL MH C-1: Remove paint from the lid, remove debris from invert bench, repair the top of the cone at the void that is allowing the mastic to fall out of the joint, complete grading around the frame to achieve positive drainage away from the frame RESOLVED BL MH C-2: Remove the green paint from the lid RESOLVED BL MH C-3: Remove green paint from the lid. Raise the manhole top so that the top is 2% to 4% above the back of the curb. Grade around the frame to achieve positive drainage away from the frame. MH C-4: Remove debris from the manhole floor, remove paint from the lid. Raise the manhole lid so that it is 2% to 4% above the back of curb. FYI- a maximum of 1' of adjustment rings can be used. RESLOVED BL MH D-1: The top of the lid does not appear to be installed at the elevation shown on the revised drawings. Make necessary corrections to get the top at the correct elevation. Replace manhole lid with the proper lid. Backfill around the frame to achieve positive drainage away from the frame. RESOLVED BL MH D-2: Remove paint from the lid, fill the lift hole in the cone section behind the steps, properly grade around frame to achieve positive drainage away from the frame.RESOLVED BL Should the tracer boxes be attached to the post with something that is more durable than ductape Tracer boxes should be installed on a post that extends atleast 3' above grade. The posts need to be painted green. Lot 93-Repair tracer wire and tracer box 2/22/18 attach the tracer box to the post Lot 99-Raise the tracer box in elevation so it is easily seen Lot 97- Move the tracer box so that it is above the service line and 1' from the property line RESOLVED BL Lot 98-Repair broken tracer wire and retest the tracer wire in the presence of an inspector RESOLVED BL Lot 78-repair the tracer box post RESOLVED BL Lot 42-Attach the tracer wire to the tracer box RESOLVED Lot 69-Install the tracer box on a post at least 3' above grade Lot 48-Install the tracer box on a post at least 3' above grade RESOLVED BL Lot 65-paint the tracer box post green RESOLVED Lot 64-paint the tracer box post green RESOLVED BL Lots 63, 62, 61, 60, 58, 57, 56, 55-paint the tracer box post green RESOLVED BL Lot 54-repair/replace tracer box post and paint green RESOLVED BL
PW-Main inspection
Informational
03/01/2018
A main inspection has uncovered the following problems. Brice Lawson 01/22/2018 3:46 PM The invert for the existing MH #60-082 has been installed. It looked like it was very flat after installation. I looked at it today after the weekend and the sewage is not draining properly from this manhole. I plan to follow up with Water Utilities to see if they need to look at the line segment below this manhole.
PW-Main inspection
Corrective Action Required
03/01/2018
A main inspection has uncovered the following problems. Brice Lawson 02/15/2018 4:16 PM The following sags in the sanitary mains were found during the video inspection. Make proper corrections. sag starts @ 53' to 58' from MH 60-282 sag starts @ 62' to 71' from MH 60-282 sag starts @ 95' to MH 60-281 sag starts @ 73' to 85' from MH 60-278 sag starts @ 376' to MH 60-279 sag starts @ 264' to 270' from MH 60-287 sag starts @ 336' to MH 60-286 sag starts @ 261' to 266' from MH 60-285 upstream sag starts @ 228' to 241' from MH 60-293 The service connection is 3.5' from MH 60-285. Wyes should not be installed any closer that 4' to a manhole. Make proper corrrections. Brice Lawson 02/26/2018 3:43 PM The service connection was measured by Redford and the Water Dept. and was confirmed to be 4' from the manhole. No repair needed. RESOLVED
PW-Main inspection
Informational
03/01/2018
Brice Lawson 02/26/2018 3:53 PM Redford has excavated down to the sewer main to repair the sag located upstream of MH 285 and the sag located 336' from MH 60-287 to MH 60-286.
PW-Main inspection
Corrective Action Required
03/01/2018
Brice Lawson 02/27/2018 2:12 PM MH C-4 does not have an adjustment ring. Make proper corrections.
PW-Main inspection
Informational
03/01/2018
Brice Lawson 03/01/2018 1:32 PM Redford Construction let me know that the following sags have been repaired. The excavated areas have also been backfilled. They let me know that the marker tape is being installed in the trench. Sags: between D-1 and D-2 between C-1 and B-3 between B-1 and B-2 between A-6 and A-5 between A-2 and A-1 They have excavated down to the sags between A-3 and A-2 and are in the process of repairing the sags.
PW-Main inspection
Informational
03/02/2018
Tom Chandler 03/02/2018 3:44 PM Finished repairs to line from MH A-2 to MH A-3 and backfilled. Added adjustment ring to MH that needed it.
Sanitary Sewer Construction Inspection Partial 3/5/2018 at 8:30 AM 03/05/2018
PW-Main inspection
Partial Correction
03/02/2018
A main inspection has uncovered the following problems. Brice Lawson 01/08/2018 11:49 AM Existing City Sanitary Manhole #60-082 at tie-in: Grout the sides of the pipe up to the springline of the new pipe inside the manhole. Make a smooth transition from the new pipe to the existing flowline with proper slope. Eliminate any vertical offset. RESOLVED Brice Lawson 02/15/2018 4:10 PM MH A-1: Remove wire mesh, debris and paint from the lid RESOLVED BL MH A-2: Remove green paint from the lid RESOLVED BL MH A-3: Remove green paint from the lid RESOLVED BL MH A-4: Remove green paint from the lid RESOLVED BL MH A-5: Remove green paint from lid. Backfill around the frame to achieve positive drainage away the manhole frame RESOLVED BL MH A-6: Remove green paint from the lid. Complete the backfill of the manhole frame and achieve positive drainage away from the manhole frame RESOLVED BL MH A-7: Backfill around the manhole frame and achieve positive drainage away from the frame. Remove green paint from the lid. Remove excess joint mastic at the adjustment ring joint. RESOLVED BL MH B-1: Remove green paint from lid. Remove excess mastic from adjustmen ring joint. Properly backfill around manhole frame to achieve positive drainage away from the frame.RESOLVED BL MH B-2: Remove debris from manhole floor, remove wire mesh, remove the vertical strip of what appears to be mastic from the barrel section, remove green paint from the lid RESOLVED BL MH B-3: Remove the paint from the lid RESOLVED BL MH E-1: Remove the excess mastic at the horizontal joints, remove debris from the manhole floor, remove the paint from the lid, raise the manhole so that the top of the lid is 2% to 4% above the back of curb RESOLVED BL MH C-1: Remove paint from the lid, remove debris from invert bench, repair the top of the cone at the void that is allowing the mastic to fall out of the joint, complete grading around the frame to achieve positive drainage away from the frame RESOLVED BL MH C-2: Remove the green paint from the lid RESOLVED BL MH C-3: Remove green paint from the lid. Raise the manhole top so that the top is 2% to 4% above the back of the curb. Grade around the frame to achieve positive drainage away from the frame. MH C-4: Remove debris from the manhole floor, remove paint from the lid. Raise the manhole lid so that it is 2% to 4% above the back of curb. FYI- a maximum of 1' of adjustment rings can be used. RESLOVED BL MH D-1: The top of the lid does not appear to be installed at the elevation shown on the revised drawings. Make necessary corrections to get the top at the correct elevation. Replace manhole lid with the proper lid. Backfill around the frame to achieve positive drainage away from the frame. RESOLVED BL MH D-2: Remove paint from the lid, fill the lift hole in the cone section behind the steps, properly grade around frame to achieve positive drainage away from the frame.RESOLVED BL Should the tracer boxes be attached to the post with something that is more durable than ductape Tracer boxes should be installed on a post that extends atleast 3' above grade. The posts need to be painted green. Lot 93-Repair tracer wire and tracer box 2/22/18 attach the tracer box to the post Lot 99-Raise the tracer box in elevation so it is easily seen Lot 97- Move the tracer box so that it is above the service line and 1' from the property line RESOLVED BL Lot 98-Repair broken tracer wire and retest the tracer wire in the presence of an inspector RESOLVED BL Lot 78-repair the tracer box post RESOLVED BL Lot 42-Attach the tracer wire to the tracer box RESOLVED Lot 69-Install the tracer box on a post at least 3' above grade Lot 48-Install the tracer box on a post at least 3' above grade RESOLVED BL Lot 65-paint the tracer box post green RESOLVED Lot 64-paint the tracer box post green RESOLVED BL Lots 63, 62, 61, 60, 58, 57, 56, 55-paint the tracer box post green RESOLVED BL Lot 54-repair/replace tracer box post and paint green RESOLVED BL
PW-Main inspection
Informational
03/02/2018
A main inspection has uncovered the following problems. Brice Lawson 01/22/2018 3:46 PM The invert for the existing MH #60-082 has been installed. It looked like it was very flat after installation. I looked at it today after the weekend and the sewage is not draining properly from this manhole. I plan to follow up with Water Utilities to see if they need to look at the line segment below this manhole.
PW-Main inspection
Corrective Action Required
03/02/2018
A main inspection has uncovered the following problems. Brice Lawson 02/15/2018 4:16 PM The following sags in the sanitary mains were found during the video inspection. Make proper corrections. sag starts @ 53' to 58' from MH 60-282 B/F 2/28/18 sag starts @ 62' to 71'from MH 60-282 B/F 3/2/18 sag starts @ 95' to MH 60-281 B/F 3/2/18 sag starts @ 73' to 85' from MH 60-278 B/F 2/28/18 sag starts @ 376' to MH 60-279 B/F 3/1/18 sag starts @ 264' to 270' from MH 60-287 B/F 2/27/18 sag starts @ 336' to MH 60-286 B/F 2/27/18 sag starts @ 261' to 266' from MH 60-285 upstream B/F 2/27/18 sag starts @ 228' to 241' from MH 60-293 B/F 2/27/18 The service connection is 3.5' from MH 60-285. Wyes should not be installed any closer that 4' to a manhole. Make proper corrrections. Brice Lawson 02/26/2018 3:43 PM The service connection was measured by Redford and the Water Dept. and was confirmed to be 4' from the manhole. No repair needed. RESOLVED Brice Lawson 03/05/2018 9:07 AM All nine of the sags were repaired by Redford Construction. They excavated down to the pipes, picked up the pipes and chalked rock under the pipes to repair the sags. All of the repaired areas have been backfilled.
PW-Main inspection
Informational
03/02/2018
Brice Lawson 02/26/2018 3:53 PM Redford has excavated down to the sewer main to repair the sag located upstream of MH 285 and the sag located 336' from MH 60-287 to MH 60-286.
PW-Main inspection
Resolved
03/05/2018
Brice Lawson 02/27/2018 2:12 PM MH C-4 does not have an adjustment ring. Make proper corrections. Brice Lawson 03/05/2018 9:05 AM It appears that a 4" adjustment ring has been installed on the cone section of manhole C-4. RESOLVED
PW-Main inspection
Informational
03/02/2018
Brice Lawson 03/01/2018 1:32 PM Redford Construction let me know that the following sags have been repaired. The excavated areas have also been backfilled. They let me know that the marker tape is being installed in the trench. Sags: between D-1 and D-2 between C-1 and B-3 between B-1 and B-2 between A-6 and A-5 between A-2 and A-1 They have excavated down to the sags between A-3 and A-2 and are in the process of repairing the sags.
PW-Main inspection
Informational
03/02/2018
Tom Chandler 03/02/2018 3:44 PM Finished repairs to line from MH A-2 to MH A-3 and backfilled. Added adjustment ring to MH that needed it.
Sanitary Sewer - Air Test Partial 3/5/2018 at 8:45 AM 03/05/2018
PW-Sanitary Sewer Testing
Corrective Action Required
03/05/2018
Sanitary Sewer Testing needs to be completed. Brice Lawson 03/05/2018 9:16 AM Complete the air testing on the sanitary line segments that were repaired due to sags. Wait 30 days from the date the backfill was completed. Back fill was completed on the first sag repair between D1 and D2 on 2/27/18 and the backfill was completed on the sag that was repaired last between MH A2 and A3.
Sanitary Sewer - Mandrel Partial 3/5/2018 at 8:51 AM 03/05/2018
PW-Misc
Corrective Action Required
03/05/2018
Brice Lawson 03/05/2018 9:22 AM Perform a mandrel test on the sanitary line segments that were repaired due to sags. This can be performed 30 days after the backfill was complete. The first repair between D1 and D2 was backfilled on 2/27/18 and the last sag repair between A2 AND A3 was backfilled on 3/2/18.
Grading/Excavation/Fill Inspection Partial 3/6/2018 03/06/2018
PW-Misc
Informational
02/01/2018
Brice Lawson 12/21/2017 11:38 AM Moisture and density test results have been submitted for the water main trench backfill for water lines #1 and #2. It appears that all of the tests passed.
PW-Misc
Informational
02/01/2018
Brice Lawson 08/09/2017 2:45 PM Spalding Excavating began digging the temporary sediment basin. They are stipping and stock piling the top soil on the central part of the site. I spoke with Jason regarding the detention basin and he plans to build it after the cut is made in that location.
PW-Misc
Informational
02/01/2018
Brice Lawson 08/17/2017 10:02 AM Spalding has roughed in the detention basin in the southwest corner of the site. They are performing a fill in the south portion of the site. They have roughed in the temporary sediment basin located on the north edge of the site.
PW-Misc
Informational
02/01/2018
Brice Lawson 08/17/2017 3:45 PM Spalding began stockpiling large rock and dirt west of the temporary sediment basin.
PW-Misc
Informational
02/01/2018
Brice Lawson 09/01/2017 3:42 PM Spalding continues to grade outside the ROW. They were grading, filling and compacting the sump areas north of future Merryman Dr.
PW-Misc
Informational
02/01/2018
Brice Lawson 09/05/2017 11:01 AM Spalding is grading the area north and east of the permanent detention basin. A sheepsfoot compactor is being used on parts of this area. Redford is removing and hauling excess dirt that is left over after the major grading was completed east of SW Stoney Creek Dr. This grading was performed after sanitary line A and U were installed. The excess dirt is being hauled and stock piled on the west side of the site north of proposed Merryman Dr.
PW-Misc
Informational
02/01/2018
Tom Chandler 09/15/2017 11:11 AM Backfill on sanitary sewer main being placed today. No testing has been done today. If testing lab can make it to site today they will backfill (3) roadway crossings.
PW-Misc
Informational
02/01/2018
Brice Lawson 11/15/2017 10:30 AM A crew is using a blade and a scraper and has began final grading and shaping of the proposed road subgrade on Merryman Ln and Amethyst Dr.
PW-Misc
Informational
02/01/2018
Brice Lawson 11/21/2017 11:33 AM The road subgrade on this project has some areas that appear to be too wet. The contractor has scarified the entire road width on Amethyst north of approx. STA. 2+00 to approx. STA. 3+60. Areas on Merryman are being removed and replaced with soil that appears to be dryer.
PW-Misc
Resolved
03/06/2018
Brice Lawson 11/27/2017 3:40 PM The existing City FI that storm line 1 connects to is holding approx. 1.5 feet of water. There is a CMP that runs from this FI and eventually daylights at a FES on the south side of County Line Rd. The FES is under water and it appears that the ditch below this FES is higher than the FES. This is causing the water to back up and hold in the pipes and storm structures that are above it. Dawn pointed out in an email to Gene and myself that a caveat should be that if the upstream is impacted negatively a fix would have to be provided. Brice Lawson 03/06/2018 8:52 AM The City has met with Engineering Solutions and Summit Custom Homes and it has been decided that the existing ditch south of County Line will be left as is. Engineering Solutions has submitted a drawing of the offsite storm drainage sheet that has been signed. No offsite grading will be completed at this time as the HGL stays within the system with the tailwater condition modeled. There was an agreement made that if the ditch south of County Line Rd causes an issue upstream then the developer would need to make proper corrections.
PW-Misc
Informational
02/01/2018
Brice Lawson 12/29/2017 10:25 AM Redford backfilled the existing 12" water main at the tie-in location on Alibaster at County Line Rd. This was done to insulate the water main as the forecasted temperatures appear to be cold.
PW-Misc
Informational
02/01/2018
Brice Lawson 01/31/2018 12:07 PM Thomas with Redford requested a list of items that need to be done to the grading in order for the Cert. of Substantial Completion to be issued. I inspected the site this morning and came up with a list to go over with Thomas in a meeting tomorrow.
PW-Misc
Informational
02/01/2018
Brice Lawson 02/01/2018 1:34 PM I met with Travie Ruff, Redford Construction and Spalding Excavating on site to discuss the grading. Thomas had requested a list of things that need to be completed in order for a Cert. of Substantial Completion to be issued. I let them know the things that I think need to be done. Travis does not want to improve the grading or stabilize the site east of the temporary cul-de-sac as this site will be developed soon. I will follow up with Dan to discuss.
Erosion Control Inspection Partial 3/6/2018 at 11:10 AM 03/06/2018
PW-Misc
Corrective Action Required
03/06/2018
Brice Lawson 03/06/2018 11:52 AM It appears that there is silt entering the storm pipes from the field inets that are north of Merryman Ln. It appears the silt is built up in the storm pipe for storm line 1. It appears that there is silt leaving the detention basin and collecting in the outlet pipe and the outlet structure. It appears more ESC measures need to be installed around the FI's to control erosion. Make proper corrections. It appears that more ESC devices need to be installed on the east side of the permanent detention basin. It appears that the slope is being washed and silt is entering the outlet pipe. Repair any ESC that needs to be repaired.
Sidewalk Inspection Failed 3/6/2018 at 11:00 AM 03/06/2018
PW-Misc
Corrective Action Required
03/06/2018
Brice Lawson 03/06/2018 12:27 PM JK Concrete Construction installed approx. 20' of sidewalk on the east side of Alabaster south of lot 45. The sidewalk was not installed on a bed of 4" aggragate. Remove and replace the sidewalk and install it on a bed of compacteed aggregate as shown on the plans.
Site Visit Partial 3/7/2018 at 8:30 AM 03/07/2018
PW-Misc
Informational
03/01/2018
Brice Lawson 02/26/2018 3:41 PM I met with Jamie Kidwell and Thomas Hudgens to go over the ADA ramps, sidewalk and curb that has been installed at this site. They plan to make repairs and/or look into these issues.
PW-Misc
Informational
03/01/2018
Brice Lawson 02/28/2018 1:50 PM Brice Lawson 02/28/2018 1:46 PM Redford Construction is working on repairing the sags in the sanitary line segments. They have repaired and backfilled the four most west sags on the site.
PW-Misc
Informational
03/01/2018
Brice Lawson 03/01/2018 1:41 PM Redford has excavated and extended the conduit for the power supply in the ROW where it crosses Amethyst, Merryman and Alabaster.
PW-Misc
Informational
03/07/2018
Brice Lawson 03/07/2018 11:08 AM Dawn and I went to the site to discuss the items that need to be completed prior to the issuance of sub. compl. We also looked at the latest engineers cost estimate. Kent and I discussed the as-builts and master drainage plan that have been submitted by Eng. Solutions. We discussed some of the items that need to be completed to issue sub. compl.
Storm Sewer Construction Inspection Partial 3/7/2018 at 10:40 AM 03/07/2018
PW-Storm Sewer Inspection
Partial Correction
03/06/2018
Corrections need to be made to the Storm Sewer Brice Lawson 01/18/2018 4:34 PM Remove excess concrete from the openings of all curb inlets RESOLVED The 36" storm pipe between FES 6-1 and CI 6-2 appears to be seperated and squashed. Make proper corrections. This may have been damaged during road construction. CI 6-2 Remove lift cables RESOLVED BL CI 6-3 Grout the front corners of lid at the inlet frame RESOLVED BL CI 6-4 Grout the front corners of lid at the inlet frame RESOLVED BL CI 6-5 Grout the front corners of the lid at the inlet frame RESOLVED BL FI 3-2 Remove lift cables, grout lid so it does not teeter RESOLVED BL JB 3-1 Remove paint from the lid RESOLVED BL FI 3-3 Grout the lid so it does not teeter, grout pipe collars, add a step, remove lift cables, align the concrete lid with the structure RESOLVED BL FI 3-4 Align the concrete lid with the structure, remove lift cables, grout gap at corners where lid meets the structure, grout collars RESOLVED BL FI 3-5 Remove lift cables, grout the lid at the corners, align the concrete lid with the structure walls RESOLVED BL FI 8-1 Align the concrete lid with the structure walls, remove the lift cables and the debris fromt the weir openings RESOLVED BL FI 5-6 Remove the lift cables, align the concrete lid with the structure, grout corners where lid meets the structure, grout the collar, remove debris from the weir openings RESOLVED BL FI 5-5 Add a step, grout collars grout corners so the concrete lid does not teeter, remove lift cables align the concrete lid with the structure, remove debris from the weir openings RESOLVED BL CI 5-4 Replace the damaged step, remove the anchor bolt from the wall, finish grouting the lid, install the invert bench to guide the water thru the turn STEP NOT COMPLETE AS OF 2/27/18 RESOLVED CI 5-3 Remove the lift cables, replace the cover with the proper cover RESOLVED BL JB 5-2 Remove paint from the lid, fill the voids and grout collars RESOLVED BL Outlet Structure Remove lift cables, grout lift holes, align the lid with the structure walls, grout lid to structure joint, add steps, align the top and bottom structure sections CI 4-5 Remove lift cables, add a step, remove debris RESOLVED BL CI 4-4 Add a step RESOLVED BL CI 4-3 Remove anchor bolt from the wall RESOLVED BL FI 2-6 Align the concrete lid with the structure, remove lift cables and grout collar RESOLVED BL FI 2-5 Grout concrete lid so it does not teeter, align the concrete lid with the structure, grout collar, align steps, remove lift cables RESOLVED BL FI 2-4 Add steps, remove lift cables, align the concrete lid with the structure RESOLVED BL FI 2-3 Remove lift cables, grout collars, align the concrete lid with the structure RESOLVED BL
PW-Storm Sewer Inspection
Informational
03/06/2018
Brice Lawson 02/27/2018 12:24 PM Redford informed me that the corrections have been made to the storm structures so far. I re-inspected the storm structures for lines 3, 6, 8 and part of line 5. I will mark off the corrections on the original inspection at a later time.
PW-Storm Sewer Inspection
Partial Correction
03/07/2018
Corrections need to be made to the Storm Sewer Brice Lawson 03/06/2018 11:42 AM CI 2-1-Remove access HDPE pipe that extends into the CI. fill the lift holes and remove the silt/debris from the invert so it can be inspected. RESOLVED Existing FI on storm line 1-Remove the silt and water so it can be inspected. It appears that the concrete invert has been washed out. Make proper corrections. FI 1-1 - Remove the silt from the structure so it can be inspected RESOLVED Outlet structure - Remove the silt from the outlet structure
Sanitary Sewer Construction Inspection Partial 3/7/2018 at 11:01 AM 03/07/2018
PW-Main inspection
Resolved
03/07/2018
A main inspection has uncovered the following problems. Brice Lawson 01/08/2018 11:49 AM Existing City Sanitary Manhole #60-082 at tie-in: Grout the sides of the pipe up to the springline of the new pipe inside the manhole. Make a smooth transition from the new pipe to the existing flowline with proper slope. Eliminate any vertical offset. RESOLVED Brice Lawson 02/15/2018 4:10 PM MH A-1: Remove wire mesh, debris and paint from the lid RESOLVED BL MH A-2: Remove green paint from the lid RESOLVED BL MH A-3: Remove green paint from the lid RESOLVED BL MH A-4: Remove green paint from the lid RESOLVED BL MH A-5: Remove green paint from lid. Backfill around the frame to achieve positive drainage away the manhole frame RESOLVED BL MH A-6: Remove green paint from the lid. Complete the backfill of the manhole frame and achieve positive drainage away from the manhole frame RESOLVED BL MH A-7: Backfill around the manhole frame and achieve positive drainage away from the frame. Remove green paint from the lid. Remove excess joint mastic at the adjustment ring joint. RESOLVED BL MH B-1: Remove green paint from lid. Remove excess mastic from adjustmen ring joint. Properly backfill around manhole frame to achieve positive drainage away from the frame.RESOLVED BL MH B-2: Remove debris from manhole floor, remove wire mesh, remove the vertical strip of what appears to be mastic from the barrel section, remove green paint from the lid RESOLVED BL MH B-3: Remove the paint from the lid RESOLVED BL MH E-1: Remove the excess mastic at the horizontal joints, remove debris from the manhole floor, remove the paint from the lid, raise the manhole so that the top of the lid is 2% to 4% above the back of curb RESOLVED BL MH C-1: Remove paint from the lid, remove debris from invert bench, repair the top of the cone at the void that is allowing the mastic to fall out of the joint, complete grading around the frame to achieve positive drainage away from the frame RESOLVED BL MH C-2: Remove the green paint from the lid RESOLVED BL MH C-3: Remove green paint from the lid. Raise the manhole top so that the top is 2% to 4% above the back of the curb. Grade around the frame to achieve positive drainage away from the frame. RESOLVED BL MH C-4: Remove debris from the manhole floor, remove paint from the lid. Raise the manhole lid so that it is 2% to 4% above the back of curb. FYI- a maximum of 1' of adjustment rings can be used. RESLOVED BL MH D-1: The top of the lid does not appear to be installed at the elevation shown on the revised drawings. Make necessary corrections to get the top at the correct elevation. Replace manhole lid with the proper lid. Backfill around the frame to achieve positive drainage away from the frame. RESOLVED BL MH D-2: Remove paint from the lid, fill the lift hole in the cone section behind the steps, properly grade around frame to achieve positive drainage away from the frame.RESOLVED BL Should the tracer boxes be attached to the post with something that is more durable than ductape Tracer boxes should be installed on a post that extends atleast 3' above grade. The posts need to be painted green. RESOLVED Lot 93-Repair tracer wire and tracer box 2/22/18 attach the tracer box to the post RESOLVED Lot 99-Raise the tracer box in elevation so it is easily seen RESOLVED Lot 97- Move the tracer box so that it is above the service line and 1' from the property line RESOLVED BL Lot 98-Repair broken tracer wire and retest the tracer wire in the presence of an inspector RESOLVED BL Lot 78-repair the tracer box post RESOLVED BL Lot 42-Attach the tracer wire to the tracer box RESOLVED Lot 69-Install the tracer box on a post at least 3' above grade RESOLVED Lot 48-Install the tracer box on a post at least 3' above grade RESOLVED BL Lot 65-paint the tracer box post green RESOLVED Lot 64-paint the tracer box post green RESOLVED BL Lots 63, 62, 61, 60, 58, 57, 56, 55-paint the tracer box post green RESOLVED BL Lot 54-repair/replace tracer box post and paint green RESOLVED BL
PW-Main inspection
Informational
03/05/2018
A main inspection has uncovered the following problems. Brice Lawson 01/22/2018 3:46 PM The invert for the existing MH #60-082 has been installed. It looked like it was very flat after installation. I looked at it today after the weekend and the sewage is not draining properly from this manhole. I plan to follow up with Water Utilities to see if they need to look at the line segment below this manhole.
PW-Main inspection
Corrective Action Required
03/05/2018
A main inspection has uncovered the following problems. Brice Lawson 02/15/2018 4:16 PM The following sags in the sanitary mains were found during the video inspection. Make proper corrections. sag starts @ 53' to 58' from MH 60-282 B/F 2/28/18 sag starts @ 62' to 71'from MH 60-282 B/F 3/2/18 sag starts @ 95' to MH 60-281 B/F 3/2/18 sag starts @ 73' to 85' from MH 60-278 B/F 2/28/18 sag starts @ 376' to MH 60-279 B/F 3/1/18 sag starts @ 264' to 270' from MH 60-287 B/F 2/27/18 sag starts @ 336' to MH 60-286 B/F 2/27/18 sag starts @ 261' to 266' from MH 60-285 upstream B/F 2/27/18 sag starts @ 228' to 241' from MH 60-293 B/F 2/27/18 The service connection is 3.5' from MH 60-285. Wyes should not be installed any closer that 4' to a manhole. Make proper corrrections. Brice Lawson 02/26/2018 3:43 PM The service connection was measured by Redford and the Water Dept. and was confirmed to be 4' from the manhole. No repair needed. RESOLVED Brice Lawson 03/05/2018 9:07 AM All nine of the sags were repaired by Redford Construction. They excavated down to the pipes, picked up the pipes and chalked rock under the pipes to repair the sags. All of the repaired areas have been backfilled.
PW-Main inspection
Informational
03/05/2018
Brice Lawson 02/26/2018 3:53 PM Redford has excavated down to the sewer main to repair the sag located upstream of MH 285 and the sag located 336' from MH 60-287 to MH 60-286.
PW-Main inspection
Informational
03/05/2018
Brice Lawson 03/01/2018 1:32 PM Redford Construction let me know that the following sags have been repaired. The excavated areas have also been backfilled. They let me know that the marker tape is being installed in the trench. Sags: between D-1 and D-2 between C-1 and B-3 between B-1 and B-2 between A-6 and A-5 between A-2 and A-1 They have excavated down to the sags between A-3 and A-2 and are in the process of repairing the sags.
PW-Main inspection
Informational
03/05/2018
Tom Chandler 03/02/2018 3:44 PM Finished repairs to line from MH A-2 to MH A-3 and backfilled. Added adjustment ring to MH that needed it.
Grading/Excavation/Fill Inspection Partial 3/7/2018 at 11:50 AM 03/07/2018
PW-Misc
Informational
11/21/2017
Brice Lawson 08/09/2017 2:45 PM Spalding Excavating began digging the temporary sediment basin. They are stipping and stock piling the top soil on the central part of the site. I spoke with Jason regarding the detention basin and he plans to build it after the cut is made in that location.
PW-Misc
Informational
11/21/2017
Brice Lawson 08/17/2017 10:02 AM Spalding has roughed in the detention basin in the southwest corner of the site. They are performing a fill in the south portion of the site. They have roughed in the temporary sediment basin located on the north edge of the site.
PW-Misc
Informational
11/21/2017
Brice Lawson 08/17/2017 3:45 PM Spalding began stockpiling large rock and dirt west of the temporary sediment basin.
PW-Misc
Informational
11/21/2017
Brice Lawson 09/01/2017 3:42 PM Spalding continues to grade outside the ROW. They were grading, filling and compacting the sump areas north of future Merryman Dr.
PW-Misc
Informational
11/21/2017
Brice Lawson 09/05/2017 11:01 AM Spalding is grading the area north and east of the permanent detention basin. A sheepsfoot compactor is being used on parts of this area. Redford is removing and hauling excess dirt that is left over after the major grading was completed east of SW Stoney Creek Dr. This grading was performed after sanitary line A and U were installed. The excess dirt is being hauled and stock piled on the west side of the site north of proposed Merryman Dr.
PW-Misc
Informational
11/21/2017
Tom Chandler 09/15/2017 11:11 AM Backfill on sanitary sewer main being placed today. No testing has been done today. If testing lab can make it to site today they will backfill (3) roadway crossings.
PW-Misc
Resolved
02/22/2018
Brice Lawson 09/27/2017 11:33 AM I informed Mike with KC Testing, Thomas Hudgens and Darrin that the compaction test reports for the sanitary trenches that have been submitted so far do not have documentation for a visual inspection of the initial backfill that is being placed in the trenches. KC Testing will not perform moisture density testing of trenches that are too deep due to safety reasons. I informed them that the City will need documentation of visual inspections of the backfill of the sanitary trenched up to the point where KC Testing can perform the moisture density testing.
PW-Misc
Informational
11/21/2017
Brice Lawson 11/15/2017 10:30 AM A crew is using a blade and a scraper and has began final grading and shaping of the proposed road subgrade on Merryman Ln and Amethyst Dr.
PW-Misc
Informational
11/21/2017
Brice Lawson 11/21/2017 11:33 AM The road subgrade on this project has some areas that appear to be too wet. The contractor has scarified the entire road width on Amethyst north of approx. STA. 2+00 to approx. STA. 3+60. Areas on Merryman are being removed and replaced with soil that appears to be dryer.
PW-Misc
Resolved
02/22/2018
Brice Lawson 11/27/2017 3:36 PM The swale that is east of Pryor Rd and on the north side of County Line Rd has been partially filled in with dirt. This was done when the new storm pipe was being installed. The new storm pipe and the existing water line were at the same elevations. This area has not been backfilled. I let Darren with Redford know that there is a resident is concerned that the ditch will not drain properly and back water up onto his property. Darren plans to backfill the storm sewer trench and allow any storm water to drain from the culvert that runs east and west under SW Pryor Rd at County Line Rd.
PW-Misc
Informational
03/07/2018
Brice Lawson 03/07/2018 11:52 AM The City acknowledges reciept of off-site drainage sheet sealed and signed from Eng. Solutions. During a meeting with the developer it was agreed that if the drainage south of County Line Rd has a negative impact upstream then the developer would make proper corrections.
Storm Sewer Construction Inspection Partial 3/7/2018 at 2:30 PM 03/07/2018
PW-Storm Sewer Inspection
Partial Correction
02/27/2018
Corrections need to be made to the Storm Sewer Brice Lawson 01/18/2018 4:34 PM Remove excess concrete from the openings of all curb inlets RESOLVED The 36" storm pipe between FES 6-1 and CI 6-2 appears to be seperated and squashed. Make proper corrections. This may have been damaged during road construction. CI 6-2 Remove lift cables RESOLVED BL CI 6-3 Grout the front corners of lid at the inlet frame RESOLVED BL CI 6-4 Grout the front corners of lid at the inlet frame RESOLVED BL CI 6-5 Grout the front corners of the lid at the inlet frame RESOLVED BL FI 3-2 Remove lift cables, grout lid so it does not teeter RESOLVED BL JB 3-1 Remove paint from the lid RESOLVED BL FI 3-3 Grout the lid so it does not teeter, grout pipe collars, add a step, remove lift cables, align the concrete lid with the structure RESOLVED BL FI 3-4 Align the concrete lid with the structure, remove lift cables, grout gap at corners where lid meets the structure, grout collars RESOLVED BL FI 3-5 Remove lift cables, grout the lid at the corners, align the concrete lid with the structure walls RESOLVED BL FI 8-1 Align the concrete lid with the structure walls, remove the lift cables and the debris fromt the weir openings RESOLVED BL FI 5-6 Remove the lift cables, align the concrete lid with the structure, grout corners where lid meets the structure, grout the collar, remove debris from the weir openings RESOLVED BL FI 5-5 Add a step, grout collars grout corners so the concrete lid does not teeter, remove lift cables align the concrete lid with the structure, remove debris from the weir openings RESOLVED BL CI 5-4 Replace the damaged step, remove the anchor bolt from the wall, finish grouting the lid, install the invert bench to guide the water thru the turn STEP NOT COMPLETE AS OF 2/27/18 CI 5-3 Remove the lift cables, replace the cover with the proper cover RESOLVED BL JB 5-2 Remove paint from the lid, fill the voids and grout collars RESOLVED BL Outlet Structure Remove lift cables, grout lift holes, align the lid with the structure walls, grout lid to structure joint, add steps, align the top and bottom structure sections CI 4-5 Remove lift cables, add a step, remove debris RESOLVED BL CI 4-4 Add a step RESOLVED BL CI 4-3 Remove anchor bolt from the wall RESOLVED BL FI 2-6 Align the concrete lid with the structure, remove lift cables and grout collar RESOLVED BL FI 2-5 Grout concrete lid so it does not teeter, align the concrete lid with the structure, grout collar, align steps, remove lift cables RESOLVED BL FI 2-4 Add steps, remove lift cables, align the concrete lid with the structure RESOLVED BL FI 2-3 Remove lift cables, grout collars, align the concrete lid with the structure RESOLVED BL
PW-Storm Sewer Inspection
Informational
02/27/2018
Brice Lawson 02/27/2018 12:24 PM Redford informed me that the corrections have been made to the storm structures so far. I re-inspected the storm structures for lines 3, 6, 8 and part of line 5. I will mark off the corrections on the original inspection at a later time.
PW-Storm Sewer Inspection
Partial Correction
03/07/2018
Corrections need to be made to the Storm Sewer Brice Lawson 03/06/2018 11:42 AM CI 2-1-Remove access HDPE pipe that extends into the CI. fill the lift holes and remove the silt/debris from the invert so it can be inspected. Brice Lawson 03/07/2018 2:40 PM There was water in the CI at time of inspection. RESOLVED Existing FI on storm line 1-Remove the silt and water so it can be inspected. It appears that the concrete invert has been washed out. Make proper corrections. RESOLVED-There was water in the pipe FI at the time of the inspection. The contractor pumped out as much as they could. FI 1-1 - Remove the silt from the structure so it can be inspected RESOLVED Outlet structure - Remove the silt from the outlet structure
Site Visit Partial 3/7/2018 at 2:00 PM 03/07/2018
PW-Misc
Informational
03/07/2018
Brice Lawson 02/26/2018 3:41 PM I met with Jamie Kidwell and Thomas Hudgens to go over the ADA ramps, sidewalk and curb that has been installed at this site. They plan to make repairs and/or look into these issues.
PW-Misc
Informational
03/07/2018
Brice Lawson 02/28/2018 1:50 PM Brice Lawson 02/28/2018 1:46 PM Redford Construction is working on repairing the sags in the sanitary line segments. They have repaired and backfilled the four most west sags on the site.
PW-Misc
Informational
03/07/2018
Brice Lawson 03/01/2018 1:41 PM Redford has excavated and extended the conduit for the power supply in the ROW where it crosses Amethyst, Merryman and Alabaster.
PW-Misc
Informational
03/07/2018
Brice Lawson 03/07/2018 11:08 AM Dawn and I went to the site to discuss the items that need to be completed prior to the issuance of sub. compl. We also looked at the latest engineers cost estimate. Kent and I discussed the as-builts and master drainage plan that have been submitted by Eng. Solutions. We discussed some of the items that need to be completed to issue sub. compl.
PW-Misc
Informational
03/07/2018
Brice Lawson 03/07/2018 2:44 PM Dan Harper and I met on site to discuss the remaining items that need to be completed prior to the issuance of the cert. of substantial completion.
Storm Sewer Construction Inspection Partial 3/8/2018 at 10:00 AM 03/08/2018
PW-Storm Sewer Inspection
Partial Correction
03/07/2018
Corrections need to be made to the Storm Sewer Brice Lawson 01/18/2018 4:34 PM Remove excess concrete from the openings of all curb inlets RESOLVED The 36" storm pipe between FES 6-1 and CI 6-2 appears to be seperated and squashed. Make proper corrections. This may have been damaged during road construction. CI 6-2 Remove lift cables RESOLVED BL CI 6-3 Grout the front corners of lid at the inlet frame RESOLVED BL CI 6-4 Grout the front corners of lid at the inlet frame RESOLVED BL CI 6-5 Grout the front corners of the lid at the inlet frame RESOLVED BL FI 3-2 Remove lift cables, grout lid so it does not teeter RESOLVED BL JB 3-1 Remove paint from the lid RESOLVED BL FI 3-3 Grout the lid so it does not teeter, grout pipe collars, add a step, remove lift cables, align the concrete lid with the structure RESOLVED BL FI 3-4 Align the concrete lid with the structure, remove lift cables, grout gap at corners where lid meets the structure, grout collars RESOLVED BL FI 3-5 Remove lift cables, grout the lid at the corners, align the concrete lid with the structure walls RESOLVED BL FI 8-1 Align the concrete lid with the structure walls, remove the lift cables and the debris fromt the weir openings RESOLVED BL FI 5-6 Remove the lift cables, align the concrete lid with the structure, grout corners where lid meets the structure, grout the collar, remove debris from the weir openings RESOLVED BL FI 5-5 Add a step, grout collars grout corners so the concrete lid does not teeter, remove lift cables align the concrete lid with the structure, remove debris from the weir openings RESOLVED BL CI 5-4 Replace the damaged step, remove the anchor bolt from the wall, finish grouting the lid, install the invert bench to guide the water thru the turn STEP NOT COMPLETE AS OF 2/27/18 RESOLVED CI 5-3 Remove the lift cables, replace the cover with the proper cover RESOLVED BL JB 5-2 Remove paint from the lid, fill the voids and grout collars RESOLVED BL Outlet Structure Remove lift cables, grout lift holes, align the lid with the structure walls, grout lid to structure joint, add steps, align the top and bottom structure sections RESOLVED BL CI 4-5 Remove lift cables, add a step, remove debris RESOLVED BL CI 4-4 Add a step RESOLVED BL CI 4-3 Remove anchor bolt from the wall RESOLVED BL FI 2-6 Align the concrete lid with the structure, remove lift cables and grout collar RESOLVED BL FI 2-5 Grout concrete lid so it does not teeter, align the concrete lid with the structure, grout collar, align steps, remove lift cables RESOLVED BL FI 2-4 Add steps, remove lift cables, align the concrete lid with the structure RESOLVED BL FI 2-3 Remove lift cables, grout collars, align the concrete lid with the structure RESOLVED BL
PW-Storm Sewer Inspection
Informational
03/07/2018
Brice Lawson 02/27/2018 12:24 PM Redford informed me that the corrections have been made to the storm structures so far. I re-inspected the storm structures for lines 3, 6, 8 and part of line 5. I will mark off the corrections on the original inspection at a later time.
PW-Storm Sewer Inspection
Resolved
03/08/2018
Corrections need to be made to the Storm Sewer Brice Lawson 03/06/2018 11:42 AM CI 2-1-Remove access HDPE pipe that extends into the CI. fill the lift holes and remove the silt/debris from the invert so it can be inspected. RESOLVED Existing FI on storm line 1-Remove the silt and water so it can be inspected. It appears that the concrete invert has been washed out. Make proper corrections. The FI had water in at the time of inspection but it appears that the invert has been installed. RESOLVED FI 1-1 - Remove the silt from the structure so it can be inspected RESOLVED Outlet structure - Remove the silt from the outlet structure
Street - Surface Course Partial 3/8/2018 at 10:21 AM 03/08/2018
PW-Misc
Informational
02/16/2018
Brice Lawson 12/04/2017 9:39 AM Superior Bowen began installing the Type 3 virgin surface course at 8:30am. The base temp was 63 degrees at 8:30am. The temperature of the asphalt behing the paver was 310 degrees at 8:30am and 310 degrees at 9:10am on Amethyst. A tack coat has been placed on the road. Three rollers are being used for compaction. CMTG is on site and they let me know that the compaction tests so far are passing.
PW-Enter Information about Asphalt Placement
Partial Correction
02/16/2018
Enter Information about Asphalt Placement Brice Lawson 12/04/2017 4:00 PM Superior Bowen installed the Type 3 virgin asphalt on the roads at this site. A tack coat of SS-1HP was applied to the base prior to laying the surface. It appeared that at least 2" of surface was being installed. The north bound lane of SW Grindstone from STA. 0+00 to approx. STA. 2+00 was installed in the rain. The pavement surface was soaked the asphalt was seperating as it was being rolled. Nathan and Dennis with Superior plan to remove and replace the surface asphalt in this lane. Make proper repairs to the asphalt surface. Brice Lawson 12/06/2017 4:14 PM The surface of the northbound lane of Grindstone was milled and replaced today. RESOLVED After the surface was installed at STA. 0+00 on Grindstone a rain storm moved in. There was an approx. 30' long puddle of water that collected at the seam where Grindstone ties into SW County Line Rd. Nathan and Dennis with Superior Bowen said that this puddle is due to the existing road slope and that they could not get this puddle to drain by changing the slopes of their work. Make proper repairs to achieve proper drainage. A
PW-Misc
Informational
02/16/2018
Brice Lawson 12/06/2017 11:14 AM Dennis with Superior Bowen informed me that they are going to mill and replace only the northbound lane of Grindstone. They are not going to mill any of County Line Rd where Matt Schilcht shows on the drawing to get the water to drain properly.
PW-Misc
Informational
02/16/2018
Brice Lawson 12/06/2017 11:27 AM I called Thomas with Redford to let him know that Superior is on site and they are not going to mill county line per the plan that Engineering SOlutions submitted to fix the drainage issue on Grindstone.
PW-Misc
Informational
02/16/2018
Brice Lawson 12/06/2017 1:26 PM Superior Bowen has milled the northbound lane of SW Grindstone from County Line Rd to the approx. C/L of Merryman Ln. Tack oil has been applied to the area that has been milled. The asphalt temperature directly behind the paver was 315 degrees. The base temperature was 47 degrees. The surface asphalt has been installed on the northbound lane of Grindstone.
PW-Misc
Informational
02/16/2018
Brice Lawson 12/13/2017 8:09 AM The testing report for the compacted asphalt surface using the nuclear gauge has been submitted. It appears that all of the test show the in-place density to be over 96%.
PW-Misc
Resolved
03/08/2018
Brice Lawson 02/16/2018 11:36 AM At the northwest corner of Grindstone and County Line Rd. along the curb return the asphalt surface is rough. The area is about 1' by 10' and is along the curb. I met Dennis with Superior Bowen on site and he plans to put Black Beauty over the rough area to seal up the asphalt. The black beauty has been installed over the asphalt at this location. RESOLVED BL
Water Line - Construction Inspection Partial 3/8/2018 at 10:31 AM 03/08/2018
PW-Main inspection
Informational
02/21/2018
Brice Lawson 11/10/2017 11:30 AM Redford installed 40' of 8" C900 water main with tracer wire and water line marker tape. The line appeared to be installed at least 42" from current grade. The pipe was bedded in clean rock. This line was installed on water line 1 from approx. STA. 11+48 to approx. STA. 11+88. The line was being backfilled in lifts. The trench was opened up over 48" wide and KC Testing was on site to perform compaction testing.
PW-Main inspection
Informational
02/21/2018
Brice Lawson 11/10/2017 2:57 PM Redford installed 40' of 8" C900 water line on water line 1 from STA 3+25 to STA. 3+65. Tracer wire and bury tape have been installed with this water line.
PW-Main inspection
Informational
02/21/2018
Brice Lawson 11/13/2017 11:47 AM Redford installed the 8" C900 water line with tracer wire for water line 1 from approx. STA. 0+29.17 to STA. 1+39.99. The Tee fitting has been installed at STA. 1+39.99.
PW-Main inspection
Informational
02/21/2018
Brice Lawson 11/13/2017 2:46 PM Redford installed the 8" gate valve on line 2 near STA. 0+00. Approx. 74' of C900 water line has been installed from STA. 0+00 to approx. STA. 0+74. Tracer wire has been installed with this pipe and utility marker tape is being installed in the trench. Two vertical 45 degree bend fittings have been installed with rebar loops around the fittings. The rebar loops have been installed in a thrust block below the 45 degree fittings. KC Testing is on site to observe compaction testing for the water line. The DI fittings have been wrapped in 12 mil poly wrap and the T bolts have been sprayed with an undercoating. A thrust block has been installed on the 45 degree bend fitting on line 1 at STA.0+95.15. MCIB WA610 concrete was used for the thrust blocks.
PW-Main inspection
Informational
02/21/2018
Brice Lawson 11/14/2017 1:23 PM Redford installed an 8" Clow gate valve just west of the Tee fitting located at STA. 0+00 on water line 2. A 1' piece of C900 was installed between the valve and the tee fitting. A thrust block has been installed on the tee fitting. A tracer wire has been installed over to the tee fitting.
PW-Main inspection
Informational
02/21/2018
Brice Lawson 12/08/2017 8:00 AM Redford has installed the 8" water main for water line 1 from approx. STA. 3+65 to approx. STA. 10+00. The majority of this line has been backfilled. The areas that have not been backfilled show that the pipe is being bedded in clean rock, the tracer wire has been installed and the marker tape is being installed. It appears that the pipe is at least 42" deep. The Tee fittings have been installed for both of the fire hydrant sets on this run of pipe. It appears that the 8" water main has been installed from approx. STA. 2+10 to approx. STA. 5+13. It appears that the line is being bedded in clean rock, tracer wire has been installed and marker tape has been installed. The majority of this line has been backfilled. A thrustblock has been installed behind the tee fitting at STA. 2+92.5. It appears that the pipe is at least 42" deep at the areas that have not been backfilled.
PW-Main inspection
Informational
02/21/2018
Brice Lawson 12/08/2017 3:08 PM The 8" water main for line 1 has been installed from approx. STA. 10+10 and connected on the east side of Grindstone where it was previously installed under grindstone. The Tee fitting and 2 gate valves have been installed on the east and south side of the Tee fitting. A thrust block has been installed behind the tee fitting. The DI fittings appear to be wrapped and the tracer wire has been installed. A thrust block has been installed behind the Tee fitting at STA. 8+36.84 on line 1. A thrust block has been installed behind the tee fitting for the hydrant assembly shown at STA. 4+61.84. When I measured the distance of this tee fitting to the back of the curb on Alibaster, it appeared that the tee fitting is 5' east of where it scales on the plans. I let Darren with Redford know about this and he said that the Tee was installed according to the survey stakes provided.
PW-Main inspection
Informational
02/21/2018
Brice Lawson 12/11/2017 1:54 PM The 8" C900 water line #4 has been installed from the 8" valve at STA. 0+00 to approx. STA. 1+06. The pipe appears to be bedded in clean rock. The tracer wire has been installed and it appears that marker tape is being installed 18' to 24" below grade. It appears the the water line is at least 42" below grade. The existing 12" water main at the proposed tie-in location at 1+39.67 has been exposed. The contractor plans to cover the exposed line with blankets to insulate during the cold weather. Redford is workin on installing the water line #1 from the 8" gate valve at STA. 1+39.99 towards the west. 3-20 sections of pipe have been installed. The pipe is being bedded in clean rock. It appears that the pipes are at least 42" below grade.
PW-Main inspection
Informational
02/21/2018
Brice Lawson 12/12/2017 2:39 PM The remainder of water line 1 from approx. STA. 2+00 to STA. 3+25 has been installed. Water line 3 has been installed from STA. 0+00 to approx. STA. 1+25. A temp. blow off has been installed at STA. 1+25. The two gate valves and Tee fitting have been installed at STA. 0+00. The gate valves are installed on the south and west sides of the tee fitting. Tracer wire has been installed. Schedule 40 valve boxes have been installed with the tracer wire running up the outside of the valve box. The existing 12" main has been exposed at the tie-in location on water line 3. Concrete blankets have been installed to insulate during the cold weather. The existing 12" water main at the tie-in to existing on water line 4 has been covered with mulch to act as insulation during the cold weather.
PW-Main inspection
Informational
02/21/2018
Brice Lawson 12/21/2017 9:32 AM The 8" water water main has been flushed at all of the fire hydrants and at the temporary blow offs that have been installed at the ends of the lines near the proposed tie-in at Alabaster and Merryman. This flush was performed after the hydrostatic test was performed.
PW-Main inspection
Informational
02/21/2018
Brice Lawson 12/21/2017 3:11 PM Redford chlorinated the water lines #1, #2, #3 and #4 to. It appeared that the chlorine level was at a minimum of 25 mg/l at the ends of the lines and at the fir hydrants.
PW-Main inspection
Informational
02/21/2018
Brice Lawson 12/22/2017 5:01 PM It appeared that Redford dechlorinated the water main that has been installed at this site. The ends of each line and each fire hydrant have been flushed.
PW-Main inspection
Informational
02/21/2018
Brice Lawson 12/28/2017 1:29 PM Redford Construction installed a construction tap on the water line near the west end of Merryman and one near the temporary fire hydrant at the north end of Amethyst.
PW-Main inspection
Informational
02/21/2018
Brice Lawson 01/09/2018 10:29 AM The 12" water main was shutdown at Alabaster at approx. 8:15 a.m. Redford Construction installed a 12" Prat butterfly valve, a 12" by 8" tee fitting and a 12" sleeve on the existing 12" water main. The 8" water main was installed from the location where the temporary blow off was and connected to the 12" by 8" tee fitting. An 8" sleeve was used to connect the two 8" C900 pipes. An 8" Clow valve has been installed on the 8" line on the north side of the tee fitting.
PW-Main inspection
Informational
02/21/2018
Brice Lawson 01/09/2018 4:18 PM Redford installed the 4500 MCIB thrustblock at the 12" by 8" tee fitting that is located on the existing 12" watermain at SW Alabaster Dr. The tracer wire has been installed at this tie-in. It appears that the DI fittings have been wrapped with poly wrap and sealed with tape. The Water Dept. flushed the 12" water main and put it back in service. They let me know that the chlorine level in the 12" main was 2.02 Mg/L
PW-Main inspection
Informational
02/21/2018
-------------------------------------- Brice Lawson 01/10/2018 11:02 AM The water dept. shutdown the existing 8" water main at the location of the tie-in on the east end of Merryman Dr. The contractor has removed the existing temporary fire hydrant and began installing the tee fitting for the location of the permanent fire hydrant location.
PW-Main inspection
Informational
02/21/2018
Brice Lawson 01/10/2018 2:28 PM Redford completed the tie-in to the existing water main at the east end of Merryman. The temporary fire hydrant was moved to the permanent location. A 45 degree bend, an 8" by 6" tee fitting, an 8" sleeve, a 6" by 1' anchor coupling, and a 6" Clow gate valve were installed. The DI fittings have been wrapped in clear poly wrap and sealed with tape. The tracer wire has been installed. The thrust blocks have been installed behind the fire hydrant, at the tee fitting and at the 45 degree bend. The Water Dept. came and put the existing line back in service up to the existing 8" gate valve.
PW-Main inspection
Informational
02/21/2018
Brice Lawson 01/11/2018 4:03 PM The water dept. flushed the remainder of the water main that was closed for the tie-in located at the east end of Merryman Dr. The new water main that has been constructed at this site has been opened up to the existing water system.
PW-Main inspection
Resolved
05/22/2018
Brice Lawson 02/06/2018 3:05 PM Move the existing FH located in the southwest corner of the site to the oppisite side of the water main as shown in the note on page C.406 of the plans. Brice Lawson 05/22/2018 1:23 PM The City has allowed this FH to stay in the existing location. Install extension stems on the valve nuts to bring the valve nuts to within 3' of finished grade. Extension stems have been installed. RESOLVED It appears that the existing two FH located in the beauty berm along County Line Rd is low. Make proper adjustments to the FH and valve box elevations. Brice Lawson 05/22/2018 1:24 PM The two FH have been adjusted.
PW-Main inspection
Informational
02/21/2018
Brice Lawson 02/21/2018 7:27 AM The Water Dept. has performed the bond inspection on the new water main for this site. They said everything checked out good.
Pavement-Curb Construction Passed 3/8/2018 at 11:00 AM 03/08/2018
PW-Curb Construction
Resolved
03/08/2018
Curb Construction needs to be completed. Brice Lawson 02/14/2018 11:51 AM Install a contraction joint in the 15' of curb that was replaced on the north side of Merryman Ln at the tie-in to existing curb. Joints should not be more than 10' apart. RESOLVED The curb slope is too steep for the midblock ADA located on the south side of Merryman Ln. The slope is greater than 8.33%. Make proper corrections. The curb has been replaced at the ADA. RESOLVED BL The cross slope of the curb is greater than 2% for the proposed ADA ramp located at the SW corner of Alabaster and Merryman Ln. Make proper corrections. RESOLVED Some of the curb contraction joints have been hand tooled. The tooled joints are not installed to the proper depth. Make proper corrections to these joints. Brice Lawson 03/06/2018 11:20 AM It appears the the contraction joints have been completed with a saw. RESOLVED
ADA Inspection Partial 3/8/2018 at 11:11 AM 03/08/2018
Informational
03/08/2018
Brice Lawson 03/08/2018 11:20 AM I performed a pre-pour inspection of the ADA ramp and sidewalk at the SE corner of Alabaster and County Line Rd. The forms are set and it appears that the proper slopes can be met. The rock has been installed and compacted. The expansion material is in place for the isolation jointsl. The 1/2" epoxy coated bars have been installed at the curb/sidewalk joint. They plan to pour at noon.
ADA Inspection Partial 3/8/2018 at 1:30 PM 03/08/2018
Informational
03/08/2018
Brice Lawson 03/08/2018 1:57 PM The ADA and sidewalk at NE corner of Grindstone and County Line Rd has been formed and the rock has been compacted. It appears that the forms have been set to achieve the proper slopes. A 6' section of curb has been replaced in front of the ADA ramp. The curb was doweled with 5/8" dowels at the tie-in to existing curb. The ADA and sidewalk are being poured now and 4K KCMMB concrete mix is being used. The ADA ramp and sidewalk has been installed at the NE corner of Alabaster and County Line Rd. 4K KCMMB concrete mix was used.
Grading/Excavation/Fill Inspection Partial 3/8/2018 at 2:01 PM 03/08/2018
PW-Misc
Informational
03/06/2018
Brice Lawson 12/21/2017 11:38 AM Moisture and density test results have been submitted for the water main trench backfill for water lines #1 and #2. It appears that all of the tests passed.
PW-Misc
Informational
03/06/2018
Brice Lawson 08/09/2017 2:45 PM Spalding Excavating began digging the temporary sediment basin. They are stipping and stock piling the top soil on the central part of the site. I spoke with Jason regarding the detention basin and he plans to build it after the cut is made in that location.
PW-Misc
Informational
03/06/2018
Brice Lawson 08/17/2017 10:02 AM Spalding has roughed in the detention basin in the southwest corner of the site. They are performing a fill in the south portion of the site. They have roughed in the temporary sediment basin located on the north edge of the site.
PW-Misc
Informational
03/06/2018
Brice Lawson 08/17/2017 3:45 PM Spalding began stockpiling large rock and dirt west of the temporary sediment basin.
PW-Misc
Informational
03/06/2018
Brice Lawson 09/01/2017 3:42 PM Spalding continues to grade outside the ROW. They were grading, filling and compacting the sump areas north of future Merryman Dr.
PW-Misc
Informational
03/06/2018
Brice Lawson 09/05/2017 11:01 AM Spalding is grading the area north and east of the permanent detention basin. A sheepsfoot compactor is being used on parts of this area. Redford is removing and hauling excess dirt that is left over after the major grading was completed east of SW Stoney Creek Dr. This grading was performed after sanitary line A and U were installed. The excess dirt is being hauled and stock piled on the west side of the site north of proposed Merryman Dr.
PW-Misc
Informational
03/06/2018
Tom Chandler 09/15/2017 11:11 AM Backfill on sanitary sewer main being placed today. No testing has been done today. If testing lab can make it to site today they will backfill (3) roadway crossings.
PW-Misc
Informational
03/06/2018
Brice Lawson 11/15/2017 10:30 AM A crew is using a blade and a scraper and has began final grading and shaping of the proposed road subgrade on Merryman Ln and Amethyst Dr.
PW-Misc
Informational
03/06/2018
Brice Lawson 11/21/2017 11:33 AM The road subgrade on this project has some areas that appear to be too wet. The contractor has scarified the entire road width on Amethyst north of approx. STA. 2+00 to approx. STA. 3+60. Areas on Merryman are being removed and replaced with soil that appears to be dryer.
PW-Misc
Informational
03/06/2018
Brice Lawson 12/29/2017 10:25 AM Redford backfilled the existing 12" water main at the tie-in location on Alibaster at County Line Rd. This was done to insulate the water main as the forecasted temperatures appear to be cold.
PW-Misc
Informational
03/06/2018
Brice Lawson 01/31/2018 12:07 PM Thomas with Redford requested a list of items that need to be done to the grading in order for the Cert. of Substantial Completion to be issued. I inspected the site this morning and came up with a list to go over with Thomas in a meeting tomorrow.
PW-Misc
Informational
03/06/2018
Brice Lawson 02/01/2018 1:34 PM I met with Travie Ruff, Redford Construction and Spalding Excavating on site to discuss the grading. Thomas had requested a list of things that need to be completed in order for a Cert. of Substantial Completion to be issued. I let them know the things that I think need to be done. Travis does not want to improve the grading or stabilize the site east of the temporary cul-de-sac as this site will be developed soon. I will follow up with Dan to discuss.
PW-Misc
Informational
03/08/2018
Brice Lawson 03/08/2018 3:42 PM I inspected the grading of the site. It appears that the site will drain. It appears that the grading of the new subdivision area is according to the plan. It appears that all of the berms and swales have been installed in the new subdivision area. The site has not been stabilized so there is alot of erosion on site that could cause drainage issues. The area north and east of the temporary detention basin is not graded completely according to the plans. It is rough graded. It appears that it will drain properly. The developer wants to leave as is as they are going to develop this property soon.
Storm - Rip Rap Partial 3/8/2018 at 3:01 PM 03/08/2018
PW-Misc
Informational
03/08/2018
Brice Lawson 03/08/2018 3:47 PM The rip rap below the FES at the temporary cul-de-sac has been covered with silt. Make proper corrections. The rip rap in the permanent detention basin has not been completely installed. Complete the installation. Fill any large voids with smaller stones.
Storm - Outlet Structure Passed 3/8/2018 at 3:21 PM 03/08/2018
Water Line - Fire Hydrant Partial 3/8/2018 at 3:31 PM 03/08/2018
PW-Adjust hydrant to final grade
Corrective Action Required
03/08/2018
Brice Lawson 03/08/2018 3:53 PM There are two existing fire hydrants in the berm along county line that appear to be low in relation to the new grading. Make proper corrections. The existing hydrant in the southwest corner of the site is shown to be relocated on the plans. Make proper corrections.
Storm Sewer Construction Inspection Partial 3/8/2018 at 3:41 PM 03/08/2018
PW-Storm Sewer Inspection
Informational
03/08/2018
Brice Lawson 03/08/2018 3:58 PM JB 3-1 is shown on the plans in a sump location and is shown to be open on all sides. It was not installed with weirs on all sides. Please clarify if it is suppose to be open on all sides.
Site Visit Partial 4/26/2018 03/13/2018
PW-Misc
Informational
03/07/2018
Brice Lawson 02/26/2018 3:41 PM I met with Jamie Kidwell and Thomas Hudgens to go over the ADA ramps, sidewalk and curb that has been installed at this site. They plan to make repairs and/or look into these issues.
PW-Misc
Informational
03/07/2018
Brice Lawson 02/28/2018 1:50 PM Brice Lawson 02/28/2018 1:46 PM Redford Construction is working on repairing the sags in the sanitary line segments. They have repaired and backfilled the four most west sags on the site.
PW-Misc
Informational
03/07/2018
Brice Lawson 03/01/2018 1:41 PM Redford has excavated and extended the conduit for the power supply in the ROW where it crosses Amethyst, Merryman and Alabaster.
PW-Misc
Informational
03/07/2018
Brice Lawson 03/07/2018 11:08 AM Dawn and I went to the site to discuss the items that need to be completed prior to the issuance of sub. compl. We also looked at the latest engineers cost estimate. Kent and I discussed the as-builts and master drainage plan that have been submitted by Eng. Solutions. We discussed some of the items that need to be completed to issue sub. compl.
PW-Misc
Informational
03/07/2018
Brice Lawson 03/07/2018 2:44 PM Dan Harper and I met on site to discuss the remaining items that need to be completed prior to the issuance of the cert. of substantial completion.
PW-Misc
Informational
03/13/2018
Tom Chandler 03/13/2018 2:11 PM Installing gas main yesterday and today. Spoke to Thomas Hudgens today at 1:40PM today about obtainging a traffic control permit for work to be done out on county line road for repairs. He said he would work on getting permit and notify the inspector when he planned on doing the work.
Site Visit Partial 3/14/2018 at 12:30 PM 03/14/2018
PW-Misc
Informational
03/13/2018
Brice Lawson 02/26/2018 3:41 PM I met with Jamie Kidwell and Thomas Hudgens to go over the ADA ramps, sidewalk and curb that has been installed at this site. They plan to make repairs and/or look into these issues.
PW-Misc
Informational
03/13/2018
Brice Lawson 02/28/2018 1:50 PM Brice Lawson 02/28/2018 1:46 PM Redford Construction is working on repairing the sags in the sanitary line segments. They have repaired and backfilled the four most west sags on the site.
PW-Misc
Informational
03/13/2018
Brice Lawson 03/01/2018 1:41 PM Redford has excavated and extended the conduit for the power supply in the ROW where it crosses Amethyst, Merryman and Alabaster.
PW-Misc
Informational
03/13/2018
Brice Lawson 03/07/2018 11:08 AM Dawn and I went to the site to discuss the items that need to be completed prior to the issuance of sub. compl. We also looked at the latest engineers cost estimate. Kent and I discussed the as-builts and master drainage plan that have been submitted by Eng. Solutions. We discussed some of the items that need to be completed to issue sub. compl.
PW-Misc
Informational
03/13/2018
Brice Lawson 03/07/2018 2:44 PM Dan Harper and I met on site to discuss the remaining items that need to be completed prior to the issuance of the cert. of substantial completion.
PW-Misc
Informational
03/13/2018
Tom Chandler 03/13/2018 2:11 PM Installing gas main yesterday and today. Spoke to Thomas Hudgens today at 1:40PM today about obtainging a traffic control permit for work to be done out on county line road for repairs. He said he would work on getting permit and notify the inspector when he planned on doing the work.
PW-Misc
Informational
03/14/2018
Brice Lawson 03/14/2018 12:41 PM GMD Services is in the process of installing fiber for AT & T along the south side of Merryman Ln. They plan to intall it approx. 36" deep. I let them know where the water lines are installed in this subdivision.
Site Visit Partial 3/16/2018 at 9:05 AM 03/16/2018
PW-Misc
Informational
03/14/2018
Brice Lawson 02/26/2018 3:41 PM I met with Jamie Kidwell and Thomas Hudgens to go over the ADA ramps, sidewalk and curb that has been installed at this site. They plan to make repairs and/or look into these issues.
PW-Misc
Informational
03/14/2018
Brice Lawson 02/28/2018 1:50 PM Brice Lawson 02/28/2018 1:46 PM Redford Construction is working on repairing the sags in the sanitary line segments. They have repaired and backfilled the four most west sags on the site.
PW-Misc
Informational
03/14/2018
Brice Lawson 03/01/2018 1:41 PM Redford has excavated and extended the conduit for the power supply in the ROW where it crosses Amethyst, Merryman and Alabaster.
PW-Misc
Informational
03/14/2018
Brice Lawson 03/07/2018 11:08 AM Dawn and I went to the site to discuss the items that need to be completed prior to the issuance of sub. compl. We also looked at the latest engineers cost estimate. Kent and I discussed the as-builts and master drainage plan that have been submitted by Eng. Solutions. We discussed some of the items that need to be completed to issue sub. compl.
PW-Misc
Informational
03/14/2018
Brice Lawson 03/07/2018 2:44 PM Dan Harper and I met on site to discuss the remaining items that need to be completed prior to the issuance of the cert. of substantial completion.
PW-Misc
Informational
03/14/2018
Tom Chandler 03/13/2018 2:11 PM Installing gas main yesterday and today. Spoke to Thomas Hudgens today at 1:40PM today about obtainging a traffic control permit for work to be done out on county line road for repairs. He said he would work on getting permit and notify the inspector when he planned on doing the work.
PW-Misc
Informational
03/14/2018
Brice Lawson 03/14/2018 12:41 PM GMD Services is in the process of installing fiber for AT & T along the south side of Merryman Ln. They plan to intall it approx. 36" deep. I let them know where the water lines are installed in this subdivision.
PW-Misc
Informational
03/16/2018
Matt Munger 03/16/2018 9:05 AM No activity on site.
Sidewalk Inspection Partial 3/28/2018 at 10:00 AM 03/28/2018
PW-Misc
Resolved
03/28/2018
Brice Lawson 03/06/2018 12:27 PM JK Concrete Construction installed approx. 20' of sidewalk on the east side of Alabaster south of lot 45. The sidewalk was not installed on a bed of 4" aggragate. Remove and replace the sidewalk and install it on a bed of compacteed aggregate as shown on the plans. Brice Lawson 03/28/2018 10:09 AM The sidewalk has been removed and installed on a bed of compacted rock. The cross slope of the sidewalk has been spot checked and is less that 2.0%.
Sidewalk Inspection Partial 3/28/2018 at 10:25 AM 03/28/2018
PW-Misc
Corrective Action Required
03/28/2018
Brice Lawson 03/28/2018 10:38 AM The sidewalk has been installed along the east side of Grindstone from County Line Rd to in-in line with the edge of the builing lot 55. The cross slope of the sidewalk was spot checked and was less than 2.0%. It appears that the base has been partially washed which created voids under the new sidewalk out from under the sidewalk. Make proper corrections to the sidewalk where the voids are located.
Install Street and Stop Signs Partial 3/28/2018 at 10:56 AM 03/28/2018
Corrective Action Required
03/28/2018
Brice Lawson 03/28/2018 10:54 AM The street/stop sign at Grindstone and Merryman is leaning. Make proper corrections to the leaning sign.
Street - Repairs Failed 3/28/2018 at 10:46 AM 03/28/2018
Corrective Action Required
03/28/2018
Brice Lawson 03/28/2018 10:45 AM It appears that the pavement of Grindstone is heaved in two areas just south of Merryman. It appears that this was caused when the utilities were bored under the Grindstone. It appears that the heave has created a cross slope greater than the allowable max. cross slope of 2.0% in the pedestian access route that crosses Grindstone. Make proper corrections to the pavement. Submit a plan to Brice Lawson for review prior to the corrections being made.
Street - Surface Course Partial 3/29/2018 at 7:20 AM 03/29/2018
PW-Misc
Informational
03/08/2018
Brice Lawson 12/04/2017 9:39 AM Superior Bowen began installing the Type 3 virgin surface course at 8:30am. The base temp was 63 degrees at 8:30am. The temperature of the asphalt behing the paver was 310 degrees at 8:30am and 310 degrees at 9:10am on Amethyst. A tack coat has been placed on the road. Three rollers are being used for compaction. CMTG is on site and they let me know that the compaction tests so far are passing.
PW-Enter Information about Asphalt Placement
Partial Correction
03/08/2018
Enter Information about Asphalt Placement Brice Lawson 12/04/2017 4:00 PM Superior Bowen installed the Type 3 virgin asphalt on the roads at this site. A tack coat of SS-1HP was applied to the base prior to laying the surface. It appeared that at least 2" of surface was being installed. The north bound lane of SW Grindstone from STA. 0+00 to approx. STA. 2+00 was installed in the rain. The pavement surface was soaked the asphalt was seperating as it was being rolled. Nathan and Dennis with Superior plan to remove and replace the surface asphalt in this lane. Make proper repairs to the asphalt surface. Brice Lawson 12/06/2017 4:14 PM The surface of the northbound lane of Grindstone was milled and replaced today. RESOLVED After the surface was installed at STA. 0+00 on Grindstone a rain storm moved in. There was an approx. 30' long puddle of water that collected at the seam where Grindstone ties into SW County Line Rd. Nathan and Dennis with Superior Bowen said that this puddle is due to the existing road slope and that they could not get this puddle to drain by changing the slopes of their work. Make proper repairs to achieve proper drainage. Brice Lawson 03/29/2018 9:57 AM A plan has been approved by the City to install a valley gutter at Grindstone and County Line Rd to fix the drainage issue. Eastbound County Line Rd has been shuutdown. The detour signs have been set up.The crew is on site and they have made to sawcuts and are removing the pavement. They plan to pour the valley gutter today.
PW-Misc
Informational
03/08/2018
Brice Lawson 12/06/2017 11:14 AM Dennis with Superior Bowen informed me that they are going to mill and replace only the northbound lane of Grindstone. They are not going to mill any of County Line Rd where Matt Schilcht shows on the drawing to get the water to drain properly.
PW-Misc
Informational
03/08/2018
Brice Lawson 12/06/2017 11:27 AM I called Thomas with Redford to let him know that Superior is on site and they are not going to mill county line per the plan that Engineering SOlutions submitted to fix the drainage issue on Grindstone.
PW-Misc
Informational
03/08/2018
Brice Lawson 12/06/2017 1:26 PM Superior Bowen has milled the northbound lane of SW Grindstone from County Line Rd to the approx. C/L of Merryman Ln. Tack oil has been applied to the area that has been milled. The asphalt temperature directly behind the paver was 315 degrees. The base temperature was 47 degrees. The surface asphalt has been installed on the northbound lane of Grindstone.
PW-Misc
Informational
03/08/2018
Brice Lawson 12/13/2017 8:09 AM The testing report for the compacted asphalt surface using the nuclear gauge has been submitted. It appears that all of the test show the in-place density to be over 96%.
Water Line - Fire Hydrant Partial 3/29/2018 at 9:31 AM 03/29/2018
PW-Adjust hydrant to final grade
Corrective Action Required
03/08/2018
Brice Lawson 03/08/2018 3:53 PM There are two existing fire hydrants in the berm along county line that appear to be low in relation to the new grading. Make proper corrections. The existing hydrant in the southwest corner of the site is shown to be relocated on the plans. Make proper corrections.
PW-Misc
Informational
03/29/2018
Brice Lawson 03/29/2018 10:01 AM Redford is on site installing a 6" waterous pacer extension on the existing City fire hydrant #060-121 located along SW County Line Rd. This being done to raise the elevation of the hydrant due to the grade change in this location.
Water Line - Fire Hydrant Partial 3/29/2018 at 1:15 PM 03/29/2018
PW-Adjust hydrant to final grade
Corrective Action Required
03/29/2018
Brice Lawson 03/08/2018 3:53 PM There are two existing fire hydrants in the berm along county line that appear to be low in relation to the new grading. Make proper corrections. The existing hydrant in the southwest corner of the site is shown to be relocated on the plans. Make proper corrections.
PW-Misc
Informational
03/29/2018
Brice Lawson 03/29/2018 10:01 AM Redford is on site installing a 6" waterous pacer extension on the existing City fire hydrant #060-121 located along SW County Line Rd. This being done to raise the elevation of the hydrant due to the grade change in this location.
PW-Misc
Informational
03/29/2018
Brice Lawson 03/29/2018 1:41 PM Redford installed a 12" extension on the existing waterous pacer fire hydrant #060-120 that is located along SW County Line Rd. This was necessary due to the new finish grade at the fire hydrant. Redford is working on installing a 2'6" extension on the existing City fire hydrant #060-119. They are using a Waterous Pacer extension.
Street - Surface Course Partial 3/29/2018 at 1:46 PM 03/29/2018
PW-Misc
Informational
03/29/2018
Brice Lawson 12/04/2017 9:39 AM Superior Bowen began installing the Type 3 virgin surface course at 8:30am. The base temp was 63 degrees at 8:30am. The temperature of the asphalt behing the paver was 310 degrees at 8:30am and 310 degrees at 9:10am on Amethyst. A tack coat has been placed on the road. Three rollers are being used for compaction. CMTG is on site and they let me know that the compaction tests so far are passing.
PW-Enter Information about Asphalt Placement
Partial Correction
03/29/2018
Enter Information about Asphalt Placement Brice Lawson 12/04/2017 4:00 PM Superior Bowen installed the Type 3 virgin asphalt on the roads at this site. A tack coat of SS-1HP was applied to the base prior to laying the surface. It appeared that at least 2" of surface was being installed. The north bound lane of SW Grindstone from STA. 0+00 to approx. STA. 2+00 was installed in the rain. The pavement surface was soaked the asphalt was seperating as it was being rolled. Nathan and Dennis with Superior plan to remove and replace the surface asphalt in this lane. Make proper repairs to the asphalt surface. Brice Lawson 12/06/2017 4:14 PM The surface of the northbound lane of Grindstone was milled and replaced today. RESOLVED After the surface was installed at STA. 0+00 on Grindstone a rain storm moved in. There was an approx. 30' long puddle of water that collected at the seam where Grindstone ties into SW County Line Rd. Nathan and Dennis with Superior Bowen said that this puddle is due to the existing road slope and that they could not get this puddle to drain by changing the slopes of their work. Make proper repairs to achieve proper drainage. Brice Lawson 03/29/2018 9:57 AM A plan has been approved by the City to install a valley gutter at Grindstone and County Line Rd to fix the drainage issue. Eastbound County Line Rd has been shuutdown. The detour signs have been set up.The crew is on site and they have made to sawcuts and are removing the pavement. They plan to pour the valley gutter today.
PW-Misc
Informational
03/29/2018
Brice Lawson 12/06/2017 11:14 AM Dennis with Superior Bowen informed me that they are going to mill and replace only the northbound lane of Grindstone. They are not going to mill any of County Line Rd where Matt Schilcht shows on the drawing to get the water to drain properly.
PW-Misc
Informational
03/29/2018
Brice Lawson 12/06/2017 11:27 AM I called Thomas with Redford to let him know that Superior is on site and they are not going to mill county line per the plan that Engineering SOlutions submitted to fix the drainage issue on Grindstone.
PW-Misc
Informational
03/29/2018
Brice Lawson 12/06/2017 1:26 PM Superior Bowen has milled the northbound lane of SW Grindstone from County Line Rd to the approx. C/L of Merryman Ln. Tack oil has been applied to the area that has been milled. The asphalt temperature directly behind the paver was 315 degrees. The base temperature was 47 degrees. The surface asphalt has been installed on the northbound lane of Grindstone.
PW-Misc
Informational
03/29/2018
Brice Lawson 12/13/2017 8:09 AM The testing report for the compacted asphalt surface using the nuclear gauge has been submitted. It appears that all of the test show the in-place density to be over 96%.
PW-Misc
Informational
03/29/2018
Brice Lawson 03/29/2018 2:45 PM The concrete valley gutter has been installed at Grindstone and County Line Rd. 4k KCMMB4KF4 concrete mix was used. This mix is KCMMB approved. The contractor plans to cover the concrete with blankets overnight.
Site Visit Partial 3/30/2018 at 7:15 AM 03/30/2018
PW-Misc
Informational
03/30/2018
Brice Lawson 03/30/2018 7:53 AM I drove the work zone. It appeared that the signs and channelizers were still in place. Redford is working on the valve boxes for the existing fire hydrants along SW County Line Rd.
Water Line - Valve Passed 3/30/2018 at 1:20 PM 03/30/2018
PW-Misc
Informational
03/30/2018
Brice Lawson 03/30/2018 2:33 PM Redford installed new valve boxes on existing valves #16559 and 16558. Extension stems were added to these valves. The valve boxes appear to be schedule 40 pvc. The contractor let me know that there were no tracer wires in either of these valve boxes. An extension stem was added to valve #16557. Tracer wire is in the valve box. The valve box for valve# 16556 has been extended up with what appears to be schedule 40 pvc. An extension stem has been added to this valve. The contractor let me know that there was no tracer wire in this valve box.
Water Line - Fire Hydrant Passed 3/30/2018 at 1:46 PM 03/30/2018
PW-Adjust hydrant to final grade
Resolved
03/30/2018
Brice Lawson 03/08/2018 3:53 PM There are two existing fire hydrants in the berm along county line that appear to be low in relation to the new grading. Make proper corrections. The existing hydrant in the southwest corner of the site is shown to be relocated on the plans. Make proper corrections. Brice Lawson 03/30/2018 2:42 PM The fire hydrants have been extended. Fire hydrant 060-119 was shown on the plans to be relocated. It was determined by City staff in a meeting with Summit Cutom Homes, and Engineering Solutions that the fire hydrant did not need to be relocated and could stay in its existing locatiion.
PW-Misc
Informational
03/29/2018
Brice Lawson 03/29/2018 10:01 AM Redford is on site installing a 6" waterous pacer extension on the existing City fire hydrant #060-121 located along SW County Line Rd. This being done to raise the elevation of the hydrant due to the grade change in this location.
PW-Misc
Informational
03/29/2018
Brice Lawson 03/29/2018 1:41 PM Redford installed a 12" extension on the existing waterous pacer fire hydrant #060-120 that is located along SW County Line Rd. This was necessary due to the new finish grade at the fire hydrant. Redford is working on installing a 2'6" extension on the existing City fire hydrant #060-119. They are using a Waterous Pacer extension.
PW-Misc
Informational
03/30/2018
Brice Lawson 03/30/2018 2:40 PM Redford has extended fire hydrant #'s 060-119, 060-120 and 060-121. All three fire hydrants have been flushed and appeared to operate properly.
Sanitary Sewer - Air Test Partial 4/2/2018 at 8:30 AM 04/02/2018
PW-Sanitary Sewer Testing
Partial Correction
04/02/2018
Sanitary Sewer Testing needs to be completed. Brice Lawson 03/05/2018 9:16 AM Complete the air testing on the sanitary line segments that were repaired due to sags. Wait 30 days from the date the backfill was completed. Back fill was completed on the first sag repair between D1 and D2 on 2/27/18 and the backfill was completed on the sag that was repaired last between MH A2 and A3. Brice Lawson 04/02/2018 11:58 AM The following sanitary line segments have been air tested. A Cherne gauge was used that was calibrated this morning before testing. From MH A-1 to MH A-2 Test start 4 PSI Test End 4 PSI Test Duration 14:10 min. Test Passed From MH A-2 to MH A-3 Test Start 4 PSI Test End 4 PSI Test Duration 14:10 Test Passed From MH A-5 to MH A-6 Test Start 3.65 PSI Test End 3.65 PSI Test Duration 33:58 Test Passed
Sanitary Sewer - Mandrel Partial 4/2/2018 at 11:46 AM 04/02/2018
PW-Misc
Partial Correction
04/02/2018
Brice Lawson 03/05/2018 9:22 AM Perform a mandrel test on the sanitary line segments that were repaired due to sags. This can be performed 30 days after the backfill was complete. The first repair between D1 and D2 was backfilled on 2/27/18 and the last sag repair between A2 AND A3 was backfilled on 3/2/18. Brice Lawson 04/02/2018 12:05 PM A mandrel test was performed on the 15" sanitary line segment between MH A-5 and MH A-6. A 13.42" diameter mandrel was used. The test passed.
Street - Surface Course Partial 4/2/2018 at 1:00 PM 04/02/2018
PW-Misc
Informational
03/29/2018
Brice Lawson 12/04/2017 9:39 AM Superior Bowen began installing the Type 3 virgin surface course at 8:30am. The base temp was 63 degrees at 8:30am. The temperature of the asphalt behing the paver was 310 degrees at 8:30am and 310 degrees at 9:10am on Amethyst. A tack coat has been placed on the road. Three rollers are being used for compaction. CMTG is on site and they let me know that the compaction tests so far are passing.
PW-Enter Information about Asphalt Placement
Partial Correction
03/29/2018
Enter Information about Asphalt Placement Brice Lawson 12/04/2017 4:00 PM Superior Bowen installed the Type 3 virgin asphalt on the roads at this site. A tack coat of SS-1HP was applied to the base prior to laying the surface. It appeared that at least 2" of surface was being installed. The north bound lane of SW Grindstone from STA. 0+00 to approx. STA. 2+00 was installed in the rain. The pavement surface was soaked the asphalt was seperating as it was being rolled. Nathan and Dennis with Superior plan to remove and replace the surface asphalt in this lane. Make proper repairs to the asphalt surface. Brice Lawson 12/06/2017 4:14 PM The surface of the northbound lane of Grindstone was milled and replaced today. RESOLVED After the surface was installed at STA. 0+00 on Grindstone a rain storm moved in. There was an approx. 30' long puddle of water that collected at the seam where Grindstone ties into SW County Line Rd. Nathan and Dennis with Superior Bowen said that this puddle is due to the existing road slope and that they could not get this puddle to drain by changing the slopes of their work. Make proper repairs to achieve proper drainage. Brice Lawson 03/29/2018 9:57 AM A plan has been approved by the City to install a valley gutter at Grindstone and County Line Rd to fix the drainage issue. Eastbound County Line Rd has been shuutdown. The detour signs have been set up.The crew is on site and they have made to sawcuts and are removing the pavement. They plan to pour the valley gutter today.
PW-Misc
Informational
03/29/2018
Brice Lawson 12/06/2017 11:14 AM Dennis with Superior Bowen informed me that they are going to mill and replace only the northbound lane of Grindstone. They are not going to mill any of County Line Rd where Matt Schilcht shows on the drawing to get the water to drain properly.
PW-Misc
Informational
03/29/2018
Brice Lawson 12/06/2017 11:27 AM I called Thomas with Redford to let him know that Superior is on site and they are not going to mill county line per the plan that Engineering SOlutions submitted to fix the drainage issue on Grindstone.
PW-Misc
Informational
03/29/2018
Brice Lawson 12/06/2017 1:26 PM Superior Bowen has milled the northbound lane of SW Grindstone from County Line Rd to the approx. C/L of Merryman Ln. Tack oil has been applied to the area that has been milled. The asphalt temperature directly behind the paver was 315 degrees. The base temperature was 47 degrees. The surface asphalt has been installed on the northbound lane of Grindstone.
PW-Misc
Informational
03/29/2018
Brice Lawson 12/13/2017 8:09 AM The testing report for the compacted asphalt surface using the nuclear gauge has been submitted. It appears that all of the test show the in-place density to be over 96%.
PW-Misc
Informational
03/29/2018
Brice Lawson 03/29/2018 2:45 PM The concrete valley gutter has been installed at Grindstone and County Line Rd. 4k KCMMB4KF4 concrete mix was used. This mix is KCMMB approved. The contractor plans to cover the concrete with blankets overnight.
PW-Misc
Informational
04/02/2018
Brice Lawson 04/02/2018 2:16 PM The concrete blankets have been removed from the valley gutter at Grindstone and County Line Rd. The temporary traffic control work zone has been removed. The traffic is back to normal flow along SW County Line Rd.
Site Visit Partial 4/2/2018 at 1:06 PM 04/02/2018
PW-Misc
Informational
03/30/2018
Brice Lawson 03/30/2018 7:53 AM I drove the work zone. It appeared that the signs and channelizers were still in place. Redford is working on the valve boxes for the existing fire hydrants along SW County Line Rd.
PW-Misc
Informational
04/02/2018
Brice Lawson 04/02/2018 3:21 PM Teague Electric is installing power. I asked them to remove any mud and debris that they have tracked onto the street. They let me know that they would take care of it.
Sanitary Sewer - Mandrel Partial 4/2/2018 at 1:16 PM 04/02/2018
PW-Misc
Partial Correction
04/02/2018
Brice Lawson 03/05/2018 9:22 AM Perform a mandrel test on the sanitary line segments that were repaired due to sags. This can be performed 30 days after the backfill was complete. The first repair between D1 and D2 was backfilled on 2/27/18 and the last sag repair between A2 AND A3 was backfilled on 3/2/18. Brice Lawson 04/02/2018 12:05 PM A mandrel test was performed on the following sanitrary line segments: 15" from MH A5 to MH A6 - Test Passed 12" from MH B1 to MH B2 - Test Passed 12" from MH C1 to MH C3 - Test Passed
Sanitary Sewer - Air Test Passed 4/2/2018 at 1:46 PM 04/02/2018
PW-Sanitary Sewer Testing
Resolved
04/02/2018
Sanitary Sewer Testing needs to be completed. Brice Lawson 03/05/2018 9:16 AM Complete the air testing on the sanitary line segments that were repaired due to sags. Wait 30 days from the date the backfill was completed. Back fill was completed on the first sag repair between D1 and D2 on 2/27/18 and the backfill was completed on the sag that was repaired last between MH A2 and A3. Brice Lawson 04/02/2018 11:58 AM The following sanitary line segments have been air tested. A Cherne gauge was used that was calibrated this morning before testing. From MH A-1 to MH A-2 Test start 4 PSI Test End 4 PSI Test Duration 14:10 min. Test Passed From MH A-2 to MH A-3 Test Start 4 PSI Test End 4 PSI Test Duration 14:10 Test Passed From MH A-5 to MH A-6 Test Start 3.65 PSI Test End 3.65 PSI Test Duration 33:58 Test Passed From MH B-1 to MH B-2 Test Start 3.85 PSi Test End 3.7 PSI Test Duration 19:53 Test Passed From MH C-1 to MH B-3 Test Start 3.6 PSI Test End 3.6 PSI Test Duration 23:01 Test Passed From MH D-1 to MH D-2 Test Start 4 PSI Test End 4 PSI Test Duration 24:23 Test Passed
Sanitary Sewer - Mandrel Passed 4/3/2018 at 9:30 AM 04/03/2018
PW-Misc
Resolved
04/03/2018
Brice Lawson 03/05/2018 9:22 AM Perform a mandrel test on the sanitary line segments that were repaired due to sags. This can be performed 30 days after the backfill was complete. The first repair between D1 and D2 was backfilled on 2/27/18 and the last sag repair between A2 AND A3 was backfilled on 3/2/18. Brice Lawson 04/02/2018 12:05 PM A mandrel test was performed on the following sanitrary line segments: Mandrel diameter used for 12" - 10.96" Mandrel diameter used for 15" - 13.42" 15" from MH A5 to MH A6 - Test Passed 12" from MH B1 to MH B2 - Test Passed 12" from MH C1 to MH C3 - Test Passed Brice Lawson 04/03/2018 10:21 AM A mandrel test has been performed on the following sanitary line segments: 12" from MH D1 to MH D2 - Test Passed 15" from MH A1 to MH A2 - Test Passed 15" from MH A2 to MH A3 - Test Passed
Erosion Control Inspection Partial 4/3/2018 at 2:40 PM 04/03/2018
PW-Misc
Corrective Action Required
03/06/2018
Brice Lawson 03/06/2018 11:52 AM It appears that there is silt entering the storm pipes from the field inets that are north of Merryman Ln. It appears the silt is built up in the storm pipe for storm line 1. It appears that there is silt leaving the detention basin and collecting in the outlet pipe and the outlet structure. It appears more ESC measures need to be installed around the FI's to control erosion. Make proper corrections. It appears that more ESC devices need to be installed on the east side of the permanent detention basin. It appears that the slope is being washed and silt is entering the outlet pipe. Repair any ESC that needs to be repaired.
PW-Erosion and Sediment Control
Corrective Action Required
04/03/2018
Your project is in violation of the Erosion and Sediment control policy. Brice Lawson 04/03/2018 3:14 PM It does not appear that the corrections have been completed that were on the inspection summary dated 3/6/18. These items need to be resolved. In addition to the corrective actions from 3/6/18 the following corrections need to be made: Large amounts of silt are being washed in different locations of the site. If the disturbed areas of the site were properly stabilized, it would help with the silt being washed and help with the amount of silt collecting at the field inlets. Stabilize all disturbed areas of the site. Silt is built up in front of the field inlets. Remove the silt and properly maintain the ESC devices at the field inlets. Dirt and debris is on the streets. Remove dirt and debris from the streets. The silt fence is down at different locations of the site. Make proper corrections to the silt fence. Remove silt from the pipes.
Site Visit Partial 4/4/2018 at 2:40 PM 04/04/2018
PW-Misc
Informational
04/02/2018
Brice Lawson 03/30/2018 7:53 AM I drove the work zone. It appeared that the signs and channelizers were still in place. Redford is working on the valve boxes for the existing fire hydrants along SW County Line Rd.
PW-Misc
Informational
04/02/2018
Brice Lawson 04/02/2018 3:21 PM Teague Electric is installing power. I asked them to remove any mud and debris that they have tracked onto the street. They let me know that they would take care of it.
PW-Misc
Informational
04/04/2018
Brice Lawson 04/04/2018 2:56 PM Choice Tree Service is in the process of removing the trees that were cut down in the swale on the east side of Prior Rd. They do not have a temp. traffic conrol permit. I informed them that they need to have one anytime that are blocking a lane of traffic. They said they are unaware of this and will get permits in the future. They quickly finished the work and are removing the equipment from the road. I reminded Teague Electric to remove any debris that is being tracked onto the road from their equipment. They were asked to backfill part of the trench that is in the ROW where the power line crosses the north end of Amethyst just south of the temp. cul-de-sac. The trench is excavated to the back of curb and the forecast shows rain and it may wash out the rock from under the pavement if it is not backfilled.
Street - Surface Course Partial 4/6/2018 at 1:00 PM 04/06/2018
PW-Misc
Informational
04/02/2018
Brice Lawson 12/04/2017 9:39 AM Superior Bowen began installing the Type 3 virgin surface course at 8:30am. The base temp was 63 degrees at 8:30am. The temperature of the asphalt behing the paver was 310 degrees at 8:30am and 310 degrees at 9:10am on Amethyst. A tack coat has been placed on the road. Three rollers are being used for compaction. CMTG is on site and they let me know that the compaction tests so far are passing.
PW-Enter Information about Asphalt Placement
Partial Correction
04/02/2018
Enter Information about Asphalt Placement Brice Lawson 12/04/2017 4:00 PM Superior Bowen installed the Type 3 virgin asphalt on the roads at this site. A tack coat of SS-1HP was applied to the base prior to laying the surface. It appeared that at least 2" of surface was being installed. The north bound lane of SW Grindstone from STA. 0+00 to approx. STA. 2+00 was installed in the rain. The pavement surface was soaked the asphalt was seperating as it was being rolled. Nathan and Dennis with Superior plan to remove and replace the surface asphalt in this lane. Make proper repairs to the asphalt surface. Brice Lawson 12/06/2017 4:14 PM The surface of the northbound lane of Grindstone was milled and replaced today. RESOLVED After the surface was installed at STA. 0+00 on Grindstone a rain storm moved in. There was an approx. 30' long puddle of water that collected at the seam where Grindstone ties into SW County Line Rd. Nathan and Dennis with Superior Bowen said that this puddle is due to the existing road slope and that they could not get this puddle to drain by changing the slopes of their work. Make proper repairs to achieve proper drainage. Brice Lawson 03/29/2018 9:57 AM A plan has been approved by the City to install a valley gutter at Grindstone and County Line Rd to fix the drainage issue. Eastbound County Line Rd has been shuutdown. The detour signs have been set up.The crew is on site and they have made to sawcuts and are removing the pavement. They plan to pour the valley gutter today. Brice Lawson 04/06/2018 1:16 PM The valley gutter has been installed with 4K KCMMB concrete. It appears that the valley gutter will drain. The slope of the valley gutter was spot checked at the flowline and there is between .2% to .8% slope from from east to west. The slope is falling towards the west. Sawcut contraction joints have been installed in the valley gutter. The testing report shows the 7 day compressive strength to be at 3890 p.s.i. Provide the 28 day test report.
PW-Misc
Informational
04/02/2018
Brice Lawson 12/06/2017 11:14 AM Dennis with Superior Bowen informed me that they are going to mill and replace only the northbound lane of Grindstone. They are not going to mill any of County Line Rd where Matt Schilcht shows on the drawing to get the water to drain properly.
PW-Misc
Informational
04/02/2018
Brice Lawson 12/06/2017 11:27 AM I called Thomas with Redford to let him know that Superior is on site and they are not going to mill county line per the plan that Engineering SOlutions submitted to fix the drainage issue on Grindstone.
PW-Misc
Informational
04/02/2018
Brice Lawson 12/06/2017 1:26 PM Superior Bowen has milled the northbound lane of SW Grindstone from County Line Rd to the approx. C/L of Merryman Ln. Tack oil has been applied to the area that has been milled. The asphalt temperature directly behind the paver was 315 degrees. The base temperature was 47 degrees. The surface asphalt has been installed on the northbound lane of Grindstone.
PW-Misc
Informational
04/02/2018
Brice Lawson 12/13/2017 8:09 AM The testing report for the compacted asphalt surface using the nuclear gauge has been submitted. It appears that all of the test show the in-place density to be over 96%.
PW-Misc
Informational
04/02/2018
Brice Lawson 03/29/2018 2:45 PM The concrete valley gutter has been installed at Grindstone and County Line Rd. 4k KCMMB4KF4 concrete mix was used. This mix is KCMMB approved. The contractor plans to cover the concrete with blankets overnight.
PW-Misc
Informational
04/02/2018
Brice Lawson 04/02/2018 2:16 PM The concrete blankets have been removed from the valley gutter at Grindstone and County Line Rd. The temporary traffic control work zone has been removed. The traffic is back to normal flow along SW County Line Rd.
ESC - (Vegetation/Ground Cover) Partial 4/9/2018 at 2:30 PM 04/09/2018
PW-Misc
Informational
04/09/2018
Brice Lawson 04/09/2018 2:47 PM Welch is discing up some of the site between Merryman and County Line and some areas north of Merryman. They are planning to apply seed and fertilizer tomorrow.
ESC - (Vegetation/Ground Cover) Partial 4/11/2018 at 10:00 AM 04/11/2018
PW-Misc
Informational
04/09/2018
Brice Lawson 04/09/2018 2:47 PM Welch is discing up some of the site between Merryman and County Line and some areas north of Merryman. They are planning to apply seed and fertilizer tomorrow.
PW-Misc
Informational
04/11/2018
Brice Lawson 04/11/2018 10:05 AM Welch is on site working on stabilizing the site. They have placed a K-31 and rye seed mix on the areas that they have worked with the disc. They have applied a 13-13-13 fertilizer to these areas. They are in the process of spreading straw mulch to the seeded areas. They are crimping the straw in with a vertical disc type crimper. They are spreading the mulch and crimping north of Merryman Ln.
Storm - Rip Rap Partial 4/11/2018 at 10:45 AM 04/11/2018
PW-Misc
Corrective Action Required
04/11/2018
Brice Lawson 03/08/2018 3:47 PM The rip rap below the FES at the temporary cul-de-sac has been covered with silt. Make proper corrections. The rip rap in the permanent detention basin has not been completely installed. Complete the installation. Fill any large voids with smaller stones.
PW-Misc
Informational
04/11/2018
Brice Lawson 04/11/2018 11:01 AM Redford Construction has removed the rip rap in the permanent detention basin located in the southwest corner of the site. They plan to install new filter fabric and install the rip rap at a thickness of 1.5' to 2'. It appears that the excavation is at least a 10' by 20' area as shown on the plans.
Storm - Rip Rap Partial 4/11/2018 at 3:00 PM 04/11/2018
PW-Misc
Corrective Action Required
04/11/2018
Brice Lawson 03/08/2018 3:47 PM The rip rap below the FES at the temporary cul-de-sac has been covered with silt. Make proper corrections. The rip rap in the permanent detention basin has not been completely installed. Complete the installation. Fill any large voids with smaller stones.
PW-Misc
Informational
04/11/2018
Brice Lawson 04/11/2018 11:01 AM Redford Construction has removed the rip rap in the permanent detention basin located in the southwest corner of the site. They plan to install new filter fabric and install the rip rap at a thickness of 1.5' to 2'. It appears that the excavation is at least a 10' by 20' area as shown on the plans.
PW-Misc
Informational
04/11/2018
Brice Lawson 04/11/2018 3:08 PM Redford has installed the filter fabric for the rip rap in the permanent detention basin. They have started installing the rip rap.
Storm - Rip Rap Partial 4/12/2018 at 1:45 PM 04/13/2018
PW-Misc
Partial Correction
04/13/2018
Brice Lawson 03/08/2018 3:47 PM The rip rap below the FES at the temporary cul-de-sac has been covered with silt. Make proper corrections. The rip rap in the permanent detention basin has not been completely installed. Complete the installation. Fill any large voids with smaller stones. RESOLVED Brice Lawson 04/13/2018 2:05 PM The rip rap in the permanent detention basin has been removed and installed with new filter fabric. It appears that the rip rap has been installed to the dimensions shown on the plans.
PW-Misc
Informational
04/11/2018
Brice Lawson 04/11/2018 11:01 AM Redford Construction has removed the rip rap in the permanent detention basin located in the southwest corner of the site. They plan to install new filter fabric and install the rip rap at a thickness of 1.5' to 2'. It appears that the excavation is at least a 10' by 20' area as shown on the plans.
PW-Misc
Informational
04/11/2018
Brice Lawson 04/11/2018 3:08 PM Redford has installed the filter fabric for the rip rap in the permanent detention basin. They have started installing the rip rap.
Water Line - Fire Hydrant Partial 4/13/2018 at 2:01 PM 04/13/2018
PW-Adjust hydrant to final grade
Corrective Action Required
04/13/2018
Brice Lawson 04/13/2018 2:13 PM It appears that the grade has changed around the existing fire hydrant located on the north side of County Line Rd in the slope of the detention basin. It appears that the hydrant is too low. Make proper corrections.
ESC - (Vegetation/Ground Cover) Partial 4/13/2018 at 1:30 PM 04/13/2018
PW-Misc
Informational
04/11/2018
Brice Lawson 04/09/2018 2:47 PM Welch is discing up some of the site between Merryman and County Line and some areas north of Merryman. They are planning to apply seed and fertilizer tomorrow.
PW-Misc
Informational
04/11/2018
Brice Lawson 04/11/2018 10:05 AM Welch is on site working on stabilizing the site. They have placed a K-31 and rye seed mix on the areas that they have worked with the disc. They have applied a 13-13-13 fertilizer to these areas. They are in the process of spreading straw mulch to the seeded areas. They are crimping the straw in with a vertical disc type crimper. They are spreading the mulch and crimping north of Merryman Ln.
PW-Misc
Informational
04/13/2018
Brice Lawson 04/13/2018 2:16 PM Welch is in the process of installing straw matting on the interior slope of the detention basin. They have installed some in the swale at the northwest corner of the detention basin. It appears that seed was installed before the mat was installed.
Site Visit Partial 4/17/2018 at 1:00 PM 04/17/2018
PW-Misc
Informational
04/04/2018
Brice Lawson 03/30/2018 7:53 AM I drove the work zone. It appeared that the signs and channelizers were still in place. Redford is working on the valve boxes for the existing fire hydrants along SW County Line Rd.
PW-Misc
Informational
04/04/2018
Brice Lawson 04/02/2018 3:21 PM Teague Electric is installing power. I asked them to remove any mud and debris that they have tracked onto the street. They let me know that they would take care of it.
PW-Misc
Informational
04/04/2018
Brice Lawson 04/04/2018 2:56 PM Choice Tree Service is in the process of removing the trees that were cut down in the swale on the east side of Prior Rd. They do not have a temp. traffic conrol permit. I informed them that they need to have one anytime that are blocking a lane of traffic. They said they are unaware of this and will get permits in the future. They quickly finished the work and are removing the equipment from the road. I reminded Teague Electric to remove any debris that is being tracked onto the road from their equipment. They were asked to backfill part of the trench that is in the ROW where the power line crosses the north end of Amethyst just south of the temp. cul-de-sac. The trench is excavated to the back of curb and the forecast shows rain and it may wash out the rock from under the pavement if it is not backfilled.
PW-Misc
Informational
04/17/2018
Brice Lawson 04/17/2018 1:43 PM Redford is flushing silt from the storm pipes between FI 2-3 and FI 1-1. There is a bobcat that is finish grading areas north of Merryman. There is a crew working on grading the swale on the east side of Pryor Rd.
ADA Inspection Passed 4/17/2018 at 10:11 AM 04/17/2018
Resolved
04/17/2018
Brice Lawson 03/28/2018 10:13 AM The ADA ramps have been installed at the southeast corners of Grindstone and County Line, and Alabaster and County Line. The cross slope and running slope have been spot checked and appeared to be within spec. Remove the plastic film from the detectable warning surface located on Alabaster and Grindstone. Brice Lawson 04/17/2018 1:55 PM The film has been removed.
Sidewalk Inspection Partial 4/17/2018 at 1:46 PM 04/17/2018
PW-Misc
Resolved
04/17/2018
Brice Lawson 03/28/2018 10:38 AM The sidewalk has been installed along the east side of Grindstone from County Line Rd to in-in line with the edge of the builing lot 55. The cross slope of the sidewalk was spot checked and was less than 2.0%. It appears that the base has been partially washed which created voids under the new sidewalk out from under the sidewalk. Make proper corrections to the sidewalk where the voids are located. Brice Lawson 04/17/2018 1:49 PM It appears clean rock has been installed to fill the void. The area has been partially backfilled.
PW-Misc
Corrective Action Required
04/17/2018
Brice Lawson 04/17/2018 1:57 PM The sidewalk on Alabaster has not been backfilled. Make proper corrections.
Erosion Control Inspection Partial 4/19/2018 at 2:45 PM 04/19/2018
PW-Misc
Partial Correction
04/19/2018
Brice Lawson 03/06/2018 11:52 AM It appears that there is silt entering the storm pipes from the field inets that are north of Merryman Ln. It appears the silt is built up in the storm pipe for storm line 1. It appears that there is silt leaving the detention basin and collecting in the outlet pipe and the outlet structure. It appears more ESC measures need to be installed around the FI's to control erosion. Make proper corrections. Brice Lawson 04/19/2018 3:03 PM RESOLVED It appears that the silt has been removed from the pipes. It appears that more ESC devices need to be installed on the east side of the permanent detention basin. It appears that the slope is being washed and silt is entering the outlet pipe. Brice Lawson 04/19/2018 3:04 PM RESOLVED The slope has been re-graded and silt fence and straw matting has been installed to control erosion. Repair any ESC that needs to be repaired.
PW-Erosion and Sediment Control
Partial Correction
04/19/2018
Your project is in violation of the Erosion and Sediment control policy. Brice Lawson 04/03/2018 3:14 PM It does not appear that the corrections have been completed that were on the inspection summary dated 3/6/18. These items need to be resolved. In addition to the corrective actions from 3/6/18 the following corrections need to be made: Large amounts of silt are being washed in different locations of the site. If the disturbed areas of the site were properly stabilized, it would help with the silt being washed and help with the amount of silt collecting at the field inlets. Stabilize all disturbed areas of the site. Silt is built up in front of the field inlets. Remove the silt and properly maintain the ESC devices at the field inlets.Brice Lawson 04/19/2018 3:18 PM RESOLVED It appears that the silt has been removed Dirt and debris is on the streets. Remove dirt and debris from the streets. Brice Lawson 04/19/2018 3:10 PM RESOLVED It appears that the streets have been swept. The silt fence is down at different locations of the site. Make proper corrections to the silt fence. Remove silt from the pipes. Brice Lawson 04/19/2018 3:11 PM RESOLVED
PW-Devices for Erosion and Sediment Control
Corrective Action Required
04/19/2018
There are problems with the erosion control devices on your site. Brice Lawson 04/19/2018 3:20 PM Repair the silt fence where it is not attached to the posts.
Water Line - Fire Hydrant Partial 4/19/2018 at 3:20 PM 04/19/2018
PW-Adjust hydrant to final grade
Corrective Action Required
04/13/2018
Brice Lawson 04/13/2018 2:13 PM It appears that the grade has changed around the existing fire hydrant located on the north side of County Line Rd in the slope of the detention basin. It appears that the hydrant is too low. Make proper corrections. Brice Lawson 04/19/2018 3:28 PM Redford Construction said they added a 24" fire hydrant extension to existing fire hydrant #060-119. They said that they flushed it out after the installation and added the oil for lubrication. I flushed the hydrant and it appeared to operate properly.
PW-Misc
Corrective Action Required
04/19/2018
Brice Lawson 04/19/2018 3:32 PM Evan with the Water Dept. will let me know when they have done their inspection of this hydrant.
ESC - (Vegetation/Ground Cover) Partial 4/17/2018 at 3:35 PM 04/19/2018
PW-Misc
Informational
04/13/2018
Brice Lawson 04/09/2018 2:47 PM Welch is discing up some of the site between Merryman and County Line and some areas north of Merryman. They are planning to apply seed and fertilizer tomorrow.
PW-Misc
Informational
04/13/2018
Brice Lawson 04/11/2018 10:05 AM Welch is on site working on stabilizing the site. They have placed a K-31 and rye seed mix on the areas that they have worked with the disc. They have applied a 13-13-13 fertilizer to these areas. They are in the process of spreading straw mulch to the seeded areas. They are crimping the straw in with a vertical disc type crimper. They are spreading the mulch and crimping north of Merryman Ln.
PW-Misc
Informational
04/13/2018
Brice Lawson 04/13/2018 2:16 PM Welch is in the process of installing straw matting on the interior slope of the detention basin. They have installed some in the swale at the northwest corner of the detention basin. It appears that seed was installed before the mat was installed.
PW-Misc
Informational
04/19/2018
Brice Lawson 04/19/2018 3:34 PM Welch was installing straw matting on the outside slope of the detention basin. It appeared that the matting was being stapled in.
Sanitary Sewer Construction Inspection Partial 4/25/2018 at 1:25 PM 04/25/2018
PW-Main inspection
Informational
03/07/2018
A main inspection has uncovered the following problems. Brice Lawson 01/22/2018 3:46 PM The invert for the existing MH #60-082 has been installed. It looked like it was very flat after installation. I looked at it today after the weekend and the sewage is not draining properly from this manhole. I plan to follow up with Water Utilities to see if they need to look at the line segment below this manhole.
PW-Main inspection
Corrective Action Required
03/07/2018
A main inspection has uncovered the following problems. Brice Lawson 02/15/2018 4:16 PM The following sags in the sanitary mains were found during the video inspection. Make proper corrections. sag starts @ 53' to 58' from MH 60-282 B/F 2/28/18 sag starts @ 62' to 71'from MH 60-282 B/F 3/2/18 sag starts @ 95' to MH 60-281 B/F 3/2/18 sag starts @ 73' to 85' from MH 60-278 B/F 2/28/18 sag starts @ 376' to MH 60-279 B/F 3/1/18 sag starts @ 264' to 270' from MH 60-287 B/F 2/27/18 sag starts @ 336' to MH 60-286 B/F 2/27/18 sag starts @ 261' to 266' from MH 60-285 upstream B/F 2/27/18 sag starts @ 228' to 241' from MH 60-293 B/F 2/27/18 The service connection is 3.5' from MH 60-285. Wyes should not be installed any closer that 4' to a manhole. Make proper corrrections. Brice Lawson 02/26/2018 3:43 PM The service connection was measured by Redford and the Water Dept. and was confirmed to be 4' from the manhole. No repair needed. RESOLVED Brice Lawson 03/05/2018 9:07 AM All nine of the sags were repaired by Redford Construction. They excavated down to the pipes, picked up the pipes and chalked rock under the pipes to repair the sags. All of the repaired areas have been backfilled. Brice Lawson 04/25/2018 1:26 PM The following sags and debris were identified on the follow up video inspection to the initial sanitary sag repairs. Make proper corrections to the sanitary line segments. MH 60-293 to MH 60-292 MH 293 to 14’ sag 39’ to 50’ sag 200’ to 241’ sag 387’ to 405’ sag 405’ to 420’ debris MH 60-285 to MH 60-291 MH 285 to 8’ sag 45’ to 55’ sag 76’ to 87’ sag 90’ to 98’ sag 103’ to 113’ sag 173’ to 183’ sag 245’ to 267’ sag 304’ to 323’ sag 330’ to 339’ sag MH 60-286 to MH 60-287 MH 286 to 23’ sag 109’ to 140’ sag 162’ to 180’ sag MH 60-278 to MH 60-278 272’ to 278’ @MH 278 sag MH 60-282 to MH 60-281 62’ to 71’ sag 91’ to MH281 sag MH 60-282 to MH 60-283 12’ to 28’ sag 51’ to 57’ sag 97’ to 111’ sag 119’ to 126’ sag
PW-Main inspection
Informational
03/07/2018
Brice Lawson 02/26/2018 3:53 PM Redford has excavated down to the sewer main to repair the sag located upstream of MH 285 and the sag located 336' from MH 60-287 to MH 60-286.
PW-Main inspection
Informational
03/07/2018
Brice Lawson 03/01/2018 1:32 PM Redford Construction let me know that the following sags have been repaired. The excavated areas have also been backfilled. They let me know that the marker tape is being installed in the trench. Sags: between D-1 and D-2 between C-1 and B-3 between B-1 and B-2 between A-6 and A-5 between A-2 and A-1 They have excavated down to the sags between A-3 and A-2 and are in the process of repairing the sags.
PW-Main inspection
Informational
03/07/2018
Tom Chandler 03/02/2018 3:44 PM Finished repairs to line from MH A-2 to MH A-3 and backfilled. Added adjustment ring to MH that needed it.
Site Visit Partial 4/26/2018 at 2:00 PM 04/26/2018
PW-Misc
Informational
04/17/2018
Brice Lawson 03/30/2018 7:53 AM I drove the work zone. It appeared that the signs and channelizers were still in place. Redford is working on the valve boxes for the existing fire hydrants along SW County Line Rd.
PW-Misc
Informational
04/17/2018
Brice Lawson 04/02/2018 3:21 PM Teague Electric is installing power. I asked them to remove any mud and debris that they have tracked onto the street. They let me know that they would take care of it.
PW-Misc
Informational
04/17/2018
Brice Lawson 04/04/2018 2:56 PM Choice Tree Service is in the process of removing the trees that were cut down in the swale on the east side of Prior Rd. They do not have a temp. traffic conrol permit. I informed them that they need to have one anytime that are blocking a lane of traffic. They said they are unaware of this and will get permits in the future. They quickly finished the work and are removing the equipment from the road. I reminded Teague Electric to remove any debris that is being tracked onto the road from their equipment. They were asked to backfill part of the trench that is in the ROW where the power line crosses the north end of Amethyst just south of the temp. cul-de-sac. The trench is excavated to the back of curb and the forecast shows rain and it may wash out the rock from under the pavement if it is not backfilled.
PW-Misc
Informational
04/17/2018
Brice Lawson 04/17/2018 1:43 PM Redford is flushing silt from the storm pipes between FI 2-3 and FI 1-1. There is a bobcat that is finish grading areas north of Merryman. There is a crew working on grading the swale on the east side of Pryor Rd.
PW-Misc
Informational
04/26/2018
Brice Lawson 04/26/2018 3:55 PM Redford Construction was raking in dirt around the curb and sidewalk on Grindstone. They plan to backfill around the FH 060-119.
Street - Surface Course Partial 4/27/2018 at 3:00 PM 04/27/2018
PW-Misc
Informational
04/06/2018
Brice Lawson 12/04/2017 9:39 AM Superior Bowen began installing the Type 3 virgin surface course at 8:30am. The base temp was 63 degrees at 8:30am. The temperature of the asphalt behing the paver was 310 degrees at 8:30am and 310 degrees at 9:10am on Amethyst. A tack coat has been placed on the road. Three rollers are being used for compaction. CMTG is on site and they let me know that the compaction tests so far are passing.
PW-Misc
Resolved
04/27/2018
Enter Information about Asphalt Placement Brice Lawson 12/04/2017 4:00 PM Superior Bowen installed the Type 3 virgin asphalt on the roads at this site. A tack coat of SS-1HP was applied to the base prior to laying the surface. It appeared that at least 2" of surface was being installed. The north bound lane of SW Grindstone from STA. 0+00 to approx. STA. 2+00 was installed in the rain. The pavement surface was soaked the asphalt was seperating as it was being rolled. Nathan and Dennis with Superior plan to remove and replace the surface asphalt in this lane. Make proper repairs to the asphalt surface. Brice Lawson 12/06/2017 4:14 PM The surface of the northbound lane of Grindstone was milled and replaced today. RESOLVED After the surface was installed at STA. 0+00 on Grindstone a rain storm moved in. There was an approx. 30' long puddle of water that collected at the seam where Grindstone ties into SW County Line Rd. Nathan and Dennis with Superior Bowen said that this puddle is due to the existing road slope and that they could not get this puddle to drain by changing the slopes of their work. Make proper repairs to achieve proper drainage. Brice Lawson 03/29/2018 9:57 AM A plan has been approved by the City to install a valley gutter at Grindstone and County Line Rd to fix the drainage issue. Eastbound County Line Rd has been shuutdown. The detour signs have been set up.The crew is on site and they have made to sawcuts and are removing the pavement. They plan to pour the valley gutter today. Brice Lawson 04/06/2018 1:16 PM The valley gutter has been installed with 4K KCMMB concrete. It appears that the valley gutter will drain. The slope of the valley gutter was spot checked at the flowline and there is between .2% to .8% slope from from east to west. The slope is falling towards the west. Sawcut contraction joints have been installed in the valley gutter. The testing report shows the 7 day compressive strength to be at 3890 p.s.i. Provide the 28 day test report. Brice Lawson 04/27/2018 2:20 PM The 28 day curb compressive strength report has been submitted and shows that the 28 day compressive strength was at 5590 psi and 5660 psi.
PW-Misc
Informational
04/06/2018
Brice Lawson 12/06/2017 11:14 AM Dennis with Superior Bowen informed me that they are going to mill and replace only the northbound lane of Grindstone. They are not going to mill any of County Line Rd where Matt Schilcht shows on the drawing to get the water to drain properly.
PW-Misc
Informational
04/06/2018
Brice Lawson 12/06/2017 11:27 AM I called Thomas with Redford to let him know that Superior is on site and they are not going to mill county line per the plan that Engineering SOlutions submitted to fix the drainage issue on Grindstone.
PW-Misc
Informational
04/06/2018
Brice Lawson 12/06/2017 1:26 PM Superior Bowen has milled the northbound lane of SW Grindstone from County Line Rd to the approx. C/L of Merryman Ln. Tack oil has been applied to the area that has been milled. The asphalt temperature directly behind the paver was 315 degrees. The base temperature was 47 degrees. The surface asphalt has been installed on the northbound lane of Grindstone.
PW-Misc
Informational
04/06/2018
Brice Lawson 12/13/2017 8:09 AM The testing report for the compacted asphalt surface using the nuclear gauge has been submitted. It appears that all of the test show the in-place density to be over 96%.
PW-Misc
Informational
04/06/2018
Brice Lawson 03/29/2018 2:45 PM The concrete valley gutter has been installed at Grindstone and County Line Rd. 4k KCMMB4KF4 concrete mix was used. This mix is KCMMB approved. The contractor plans to cover the concrete with blankets overnight.
PW-Misc
Informational
04/06/2018
Brice Lawson 04/02/2018 2:16 PM The concrete blankets have been removed from the valley gutter at Grindstone and County Line Rd. The temporary traffic control work zone has been removed. The traffic is back to normal flow along SW County Line Rd.
Erosion Control Inspection Partial 5/3/2018 at 2:15 PM 05/03/2018
PW-Misc
Partial Correction
04/19/2018
Brice Lawson 03/06/2018 11:52 AM It appears that there is silt entering the storm pipes from the field inets that are north of Merryman Ln. It appears the silt is built up in the storm pipe for storm line 1. It appears that there is silt leaving the detention basin and collecting in the outlet pipe and the outlet structure. It appears more ESC measures need to be installed around the FI's to control erosion. Make proper corrections. Brice Lawson 04/19/2018 3:03 PM RESOLVED It appears that the silt has been removed from the pipes. It appears that more ESC devices need to be installed on the east side of the permanent detention basin. It appears that the slope is being washed and silt is entering the outlet pipe. Brice Lawson 04/19/2018 3:04 PM RESOLVED The slope has been re-graded and silt fence and straw matting has been installed to control erosion. Repair any ESC that needs to be repaired.
PW-Erosion and Sediment Control
Partial Correction
04/19/2018
Your project is in violation of the Erosion and Sediment control policy. Brice Lawson 04/03/2018 3:14 PM It does not appear that the corrections have been completed that were on the inspection summary dated 3/6/18. These items need to be resolved. In addition to the corrective actions from 3/6/18 the following corrections need to be made: Large amounts of silt are being washed in different locations of the site. If the disturbed areas of the site were properly stabilized, it would help with the silt being washed and help with the amount of silt collecting at the field inlets. Stabilize all disturbed areas of the site. Silt is built up in front of the field inlets. Remove the silt and properly maintain the ESC devices at the field inlets.Brice Lawson 04/19/2018 3:18 PM RESOLVED It appears that the silt has been removed Dirt and debris is on the streets. Remove dirt and debris from the streets. Brice Lawson 04/19/2018 3:10 PM RESOLVED It appears that the streets have been swept. The silt fence is down at different locations of the site. Make proper corrections to the silt fence. Remove silt from the pipes. Brice Lawson 04/19/2018 3:11 PM RESOLVED
PW-Devices for Erosion and Sediment Control
Corrective Action Required
04/19/2018
There are problems with the erosion control devices on your site. Brice Lawson 04/19/2018 3:20 PM Repair the silt fence where it is not attached to the posts.
PW-Devices for Erosion and Sediment Control
Corrective Action Required
05/03/2018
There are problems with the erosion control devices on your site. Brice Lawson 05/03/2018 3:02 PM The site recieved .61" of rain last night. There are several sections of silt fence that are not attached to the post or are laying on the ground. Make proper corrections. There is an area east of Stoney Creek Dr just above the creek where there is disturbed ground with no ESC device to control erosion. Make proper corrections in this area. There are two field inlets on the site that need do not have adequate ESC devices installed around them to control erosion. Make proper corrections at these field inlets.
Sanitary Sewer - Invert Passed 5/4/2018 05/04/2018
PW-Misc
Informational
05/04/2018
Brice Lawson 05/04/2018 1:49 PM All sanitary manhole inverts have been installed.
Street - Surface Course Passed 5/4/2018 05/04/2018
PW-Misc
Informational
04/27/2018
Brice Lawson 12/04/2017 9:39 AM Superior Bowen began installing the Type 3 virgin surface course at 8:30am. The base temp was 63 degrees at 8:30am. The temperature of the asphalt behing the paver was 310 degrees at 8:30am and 310 degrees at 9:10am on Amethyst. A tack coat has been placed on the road. Three rollers are being used for compaction. CMTG is on site and they let me know that the compaction tests so far are passing.
PW-Misc
Informational
04/27/2018
Brice Lawson 12/06/2017 11:14 AM Dennis with Superior Bowen informed me that they are going to mill and replace only the northbound lane of Grindstone. They are not going to mill any of County Line Rd where Matt Schilcht shows on the drawing to get the water to drain properly.
PW-Misc
Informational
04/27/2018
Brice Lawson 12/06/2017 11:27 AM I called Thomas with Redford to let him know that Superior is on site and they are not going to mill county line per the plan that Engineering SOlutions submitted to fix the drainage issue on Grindstone.
PW-Misc
Informational
04/27/2018
Brice Lawson 12/06/2017 1:26 PM Superior Bowen has milled the northbound lane of SW Grindstone from County Line Rd to the approx. C/L of Merryman Ln. Tack oil has been applied to the area that has been milled. The asphalt temperature directly behind the paver was 315 degrees. The base temperature was 47 degrees. The surface asphalt has been installed on the northbound lane of Grindstone.
PW-Misc
Informational
04/27/2018
Brice Lawson 12/13/2017 8:09 AM The testing report for the compacted asphalt surface using the nuclear gauge has been submitted. It appears that all of the test show the in-place density to be over 96%.
PW-Misc
Informational
04/27/2018
Brice Lawson 03/29/2018 2:45 PM The concrete valley gutter has been installed at Grindstone and County Line Rd. 4k KCMMB4KF4 concrete mix was used. This mix is KCMMB approved. The contractor plans to cover the concrete with blankets overnight.
PW-Misc
Informational
04/27/2018
Brice Lawson 04/02/2018 2:16 PM The concrete blankets have been removed from the valley gutter at Grindstone and County Line Rd. The temporary traffic control work zone has been removed. The traffic is back to normal flow along SW County Line Rd.
Water Line - Fire Hydrant Passed 5/4/2018 at 1:50 PM 05/04/2018
PW-Adjust hydrant to final grade
Resolved
05/04/2018
Brice Lawson 04/13/2018 2:13 PM It appears that the grade has changed around the existing fire hydrant located on the north side of County Line Rd in the slope of the detention basin. It appears that the hydrant is too low. Make proper corrections. RESOLVED Brice Lawson 05/04/2018 1:59 PM Brice Lawson 04/19/2018 3:28 PM Redford Construction said they added a 24" fire hydrant extension to existing fire hydrant #060-119. They said that they flushed it out after the installation and added the oil for lubrication. I flushed the hydrant and it appeared to operate properly.
PW-Misc
Resolved
05/04/2018
Brice Lawson 04/19/2018 3:32 PM Evan with the Water Dept. will let me know when they have done their inspection of this hydrant. Brice Lawson 05/04/2018 1:58 PM Evan Dolan let me know that Water Utilities is good with this FH.
Sanitary Sewer - Invert Passed 05/04/2018
PW-Misc
Resolved
05/04/2018
Brice Lawson 01/19/2018 3:14 PM Redford installed the invert in the existing manhole #60-082. The invert was installed to connect the new pipe to the existing invert. It appears that the invert is very flat across the manhole with minimal slope. It appears that water is collecting in the mouth of the new sanitary pipe and possibly holding in the new pipe. Verify that there is enough slope from the F/L in of the new pipe to the F/L out of the existing pipe. Brice Lawson 05/04/2018 2:04 PM Contractor previously verified the slope of the invert with a level. RESOLVED
Storm Sewer Construction Inspection Passed 5/4/2018 05/04/2018
PW-Storm Sewer Inspection
Informational
01/18/2018
Brice Lawson 11/10/2017 11:35 AM Redford has installed CI 4-1, CI 4-2, CI 4-3 and CI 4-4. The 15" HDPE storm pipe has been installed between CI 4-4 and CI 4-3. The 18" HDPE pipe has been installed between CI 4-3 and CI 4-2. The 24" HDPE pipe has been installed between CI 4-2 and CI 4-1. The remainder of the 24" HDPE storm pipe has been installed between CI 4-1 and FI 2-5. There is approx. 30" of clearance between the existing 12" water main and the 24" storm pipe at the water main crossing on storm line 4. This crossing is just north of FI 2-5. The exterior collars have been installed on CI 4-1 and CI 4-2. The exterior collar on the west pipe at CI 4-4 has been installed. The north pipe collar and invert have been installed at FI 2-5. The west exterior pipe collar has been installed at CI 2-1. The concrete lids have been installed on FI 2-3, FI 2-4 and FI 2-6.
PW-Storm Sewer Inspection
Informational
01/18/2018
Brice Lawson 11/14/2017 1:36 PM Redford installed CI 4-5 and the 15" HDPE storm pipe from CI 4-5 to CI 4-4. The invert and east exterior pipe collar has been installed at CI 4-4. The west pipe collar and invert were being installed.
PW-Storm Sewer Inspection
Informational
01/18/2018
Brice Lawson 11/15/2017 10:27 AM Redford is cutting into the west side of the existing City FI on Storm line 1. The hole is being made to accept a 42" storm pipe.
PW-Storm Sewer Inspection
Informational
01/18/2018
Brice Lawson 11/16/2017 11:25 AM Redford has installed the FI 1-1 and they are installing the 42" HDPE storm pipe between FI 1-1 and FI 1-2.
PW-Storm Sewer Inspection
Informational
01/18/2018
Brice Lawson 11/17/2017 11:53 AM Redford has installed the 42" HDPE storm pipe on storm line 1 from approx. STA. 0+15 to approx. STA. 4+25. FI 1-1 has been installed. The outlet structure has been installed for the detention basin. The 36" HDPE pipe has been installed from the detention basin to FI 1-1. The 24" HDPE pipe has been installed from the outlet structure to the FES located in the detention basin. The pipe collars have been installed on the three pipes at FI 1-1. There is a conflict with the 42" storm pipe and an existing 12" water main on storm line 1 at approx. STA. 4+25. This is where the 12" water main crosses the proposed 42" storm pipe. Redford was removing part of the floor and west wall of the existing FI located at STA. 0+00. This is being done to connect the proposed storm pipe and to install a new invert.
PW-Storm Sewer Inspection
Informational
01/18/2018
Brice Lawson 12/29/2017 10:19 AM Redford has removed approx. 180' of 42" HDPE storm pipe that was installed west of field inlet 1-1. There is still approx. 2' of pipe connected to FI 1-1. Plywood has been installed in front of the open end of the pipe. This area has been backfilled to finish grade. The removal of this pipe was approved by Gene Williams in an email. The pipe is to be removed and grade the swale from the existing 30" culvert at Pryor Rd to the weir opening at FI 1-1.
PW-Storm Sewer Inspection
Informational
01/18/2018
Brice Lawson 01/04/2018 3:35 PM Darrin with Redford informed me that the storm sewer installation is near completion for this site. I began a post construction inspection of the storm structures.
PW-Storm Sewer Inspection
Informational
01/18/2018
Brice Lawson 01/04/2018 3:38 PM I continued the post construction inspections of the completed storm sewer structures.
PW-Storm Sewer Inspection
Informational
01/18/2018
Brice Lawson 01/08/2018 4:03 PM I continued to perform post construction inspections of the storm sewer system that has been installed.
PW-Storm Sewer Inspection
Informational
01/18/2018
Brice Lawson 01/18/2018 4:15 PM I continued to perform a post construction inspection of the storm structures on this site. Redford Construction installed 5/8" epoxy coated rebar in the exterior of the west wall of FI 1-1. The hole that was in the west wall for the 42" pipe has been filled with concrete. This created a plug to seal up this hole.
PW-Storm Sewer Inspection
Informational
05/04/2018
Brice Lawson 05/04/2018 2:14 PM The 36" HDPE storm pipe is partially squashed and the joint is not properly made approx. 40' from FES6-1. It has been agreed to leave as-is until the future phase is constructed. This is to be put on the construction plans for The Reserve at Stoney Creek 3rd plat.
Storm - Swales Passed 5/4/2018 at 2:10 PM 05/04/2018
PW-Misc
Informational
05/04/2018
Brice Lawson 05/04/2018 2:18 PM It appears that the swales have been installed and constructed close to the proposed plan.
Storm - Pipe Passed 5/4/2018 05/04/2018
PW-Misc
Resolved
05/04/2018
Brice Lawson 04/25/2018 1:17 PM The hdpe storm pipe that is below the temporary cul-de-sac is damaged. Make proper repairs. The developer wants to address this on the next plat. Brice Lawson 05/04/2018 2:19 PM An agreement has been made to make the proper corrections to this pipe during construction of The Reserve at Stoney Creek 3rd plat.
PW-Misc
Informational
05/09/2018
Brice Lawson 05/09/2018 2:17 PM I spoke with Kent Monter and Sue Pyles and they will make sure that the correction for the HDPE pipe repair is addressed on the next phase of construction.
Public Curb Inspection Partial 5/4/2018 at 1:30 PM 05/04/2018
Corrective Action Required
05/04/2018
Brice Lawson 05/04/2018 2:27 PM Water is holding in the curb for a length of approx. 35' in the east bound curb of Merryman Dr. The center of the holding area appears to be near STA. 7+10 on SW Merryman Dr. This may or may not be the entire area that could hold water. Make proper corrections to the curb to achieve proper drainage. Please communicate the plan of action for this correction with the City inspector.
Detention Basin Partial 5/4/2018 at 2:30 PM 05/04/2018
Corrective Action Required
05/04/2018
Brice Lawson 05/04/2018 2:47 PM The permanent detention basin has been constructed. Straw netting, seed and fertilizer has been installed on the interior and exterior slopes of the basin. The developer wants to install the 3' of permeable soil and plantings once the overall site has established vegetation. There concern is that the permeable soil and plantings could be covered with silt if silt enters the detention basin. It has been allowed by City staff to make the permeable soil and plantings a punch list item. An as-built of the detention basin will be required once the detention basin final construction is completed. Complete the construction of the permanent detention basin as agreed.
Sidewalk Inspection Passed 5/4/2018 at 2:50 PM 05/04/2018
PW-Misc
Resolved
05/04/2018
Brice Lawson 04/17/2018 1:57 PM The sidewalk on Alabaster has not been backfilled. Make proper corrections. Brice Lawson 05/04/2018 2:59 PM RESOLVED
Storm Sewer Construction Inspection Passed 5/4/2018 05/04/2018
PW-Storm Sewer Inspection
Informational
03/08/2018
Brice Lawson 03/08/2018 3:58 PM JB 3-1 is shown on the plans in a sump location and is shown to be open on all sides. It was not installed with weirs on all sides. Please clarify if it is suppose to be open on all sides. Brice Lawson 04/03/2018 11:41 AM Engineering Solutions sent an email that says the FI 3-1 is suppose to be a junction box with not weirs.
Sanitary - Material Verification Passed 5/4/2018 05/04/2018
Informational
05/04/2018
Brice Lawson 05/04/2018 3:02 PM It appeared that the materials used to the sanitary sewer installation met specifications.
Storm Sewer Construction Inspection Passed 5/4/2018 05/04/2018
PW-Storm Sewer Inspection
Informational
11/16/2017
Brice Lawson 11/10/2017 11:35 AM Redford has installed CI 4-1, CI 4-2, CI 4-3 and CI 4-4. The 15" HDPE storm pipe has been installed between CI 4-4 and CI 4-3. The 18" HDPE pipe has been installed between CI 4-3 and CI 4-2. The 24" HDPE pipe has been installed between CI 4-2 and CI 4-1. The remainder of the 24" HDPE storm pipe has been installed between CI 4-1 and FI 2-5. There is approx. 30" of clearance between the existing 12" water main and the 24" storm pipe at the water main crossing on storm line 4. This crossing is just north of FI 2-5. The exterior collars have been installed on CI 4-1 and CI 4-2. The exterior collar on the west pipe at CI 4-4 has been installed. The north pipe collar and invert have been installed at FI 2-5. The west exterior pipe collar has been installed at CI 2-1. The concrete lids have been installed on FI 2-3, FI 2-4 and FI 2-6.
PW-Storm Sewer Inspection
Informational
11/16/2017
Brice Lawson 11/14/2017 1:36 PM Redford installed CI 4-5 and the 15" HDPE storm pipe from CI 4-5 to CI 4-4. The invert and east exterior pipe collar has been installed at CI 4-4. The west pipe collar and invert were being installed.
PW-Storm Sewer Inspection
Informational
11/16/2017
Brice Lawson 11/15/2017 10:27 AM Redford is cutting into the west side of the existing City FI on Storm line 1. The hole is being made to accept a 42" storm pipe.
PW-Storm Sewer Inspection
Informational
11/16/2017
Brice Lawson 11/16/2017 11:25 AM Redford has installed the FI 1-1 and they are installing the 42" HDPE storm pipe between FI 1-1 and FI 1-2.
PW-Storm Sewer Inspection
Informational
11/17/2017
Brice Lawson 11/17/2017 11:53 AM Redford has installed the 42" HDPE storm pipe on storm line 1 from approx. STA. 0+15 to approx. STA. 4+25. FI 1-1 has been installed. The outlet structure has been installed for the detention basin. The 36" HDPE pipe has been installed from the detention basin to FI 1-1. The 24" HDPE pipe has been installed from the outlet structure to the FES located in the detention basin. The pipe collars have been installed on the three pipes at FI 1-1. There is a conflict with the 42" storm pipe and an existing 12" water main on storm line 1 at approx. STA. 4+25. This is where the 12" water main crosses the proposed 42" storm pipe. Redford was removing part of the floor and west wall of the existing FI located at STA. 0+00. This is being done to connect the proposed storm pipe and to install a new invert.
PW-Storm Sewer Inspection
Informational
05/04/2018
Brice Lawson 05/04/2018 3:04 PM It appears that the storm sewer installation has been completed.
Site Visit Partial 5/9/2018 05/09/2018
PW-Misc
Informational
04/26/2018
Brice Lawson 03/30/2018 7:53 AM I drove the work zone. It appeared that the signs and channelizers were still in place. Redford is working on the valve boxes for the existing fire hydrants along SW County Line Rd.
PW-Misc
Informational
04/26/2018
Brice Lawson 04/02/2018 3:21 PM Teague Electric is installing power. I asked them to remove any mud and debris that they have tracked onto the street. They let me know that they would take care of it.
PW-Misc
Informational
04/26/2018
Brice Lawson 04/04/2018 2:56 PM Choice Tree Service is in the process of removing the trees that were cut down in the swale on the east side of Prior Rd. They do not have a temp. traffic conrol permit. I informed them that they need to have one anytime that are blocking a lane of traffic. They said they are unaware of this and will get permits in the future. They quickly finished the work and are removing the equipment from the road. I reminded Teague Electric to remove any debris that is being tracked onto the road from their equipment. They were asked to backfill part of the trench that is in the ROW where the power line crosses the north end of Amethyst just south of the temp. cul-de-sac. The trench is excavated to the back of curb and the forecast shows rain and it may wash out the rock from under the pavement if it is not backfilled.
PW-Misc
Informational
04/26/2018
Brice Lawson 04/17/2018 1:43 PM Redford is flushing silt from the storm pipes between FI 2-3 and FI 1-1. There is a bobcat that is finish grading areas north of Merryman. There is a crew working on grading the swale on the east side of Pryor Rd.
PW-Misc
Informational
04/26/2018
Brice Lawson 04/26/2018 3:55 PM Redford Construction was raking in dirt around the curb and sidewalk on Grindstone. They plan to backfill around the FH 060-119.
PW-Misc
Informational
05/09/2018
Brice Lawson 05/09/2018 2:11 PM Performed an inspection to determine if the current and proposed land disturbance will fall in the boundaries of this permit and the LD permits for the Manor 3rd Plat and Reserve 3rd Plat. It appears that there is an area at the nerthwest corner of this site and the far northeast corner of the site that will not be included in any of these permits. I met with Sue and Kent and they are going to look into this.
Sanitary Sewer Construction Inspection Passed 5/21/2018 05/22/2018
PW-Main inspection
Informational
04/25/2018
A main inspection has uncovered the following problems. Brice Lawson 01/22/2018 3:46 PM The invert for the existing MH #60-082 has been installed. It looked like it was very flat after installation. I looked at it today after the weekend and the sewage is not draining properly from this manhole. I plan to follow up with Water Utilities to see if they need to look at the line segment below this manhole.
PW-Main inspection
Resolved
05/22/2018
A main inspection has uncovered the following problems. Brice Lawson 02/15/2018 4:16 PM The following sags in the sanitary mains were found during the video inspection. Make proper corrections. sag starts @ 53' to 58' from MH 60-282 B/F 2/28/18 sag starts @ 62' to 71'from MH 60-282 B/F 3/2/18 sag starts @ 95' to MH 60-281 B/F 3/2/18 sag starts @ 73' to 85' from MH 60-278 B/F 2/28/18 sag starts @ 376' to MH 60-279 B/F 3/1/18 sag starts @ 264' to 270' from MH 60-287 B/F 2/27/18 sag starts @ 336' to MH 60-286 B/F 2/27/18 sag starts @ 261' to 266' from MH 60-285 upstream B/F 2/27/18 sag starts @ 228' to 241' from MH 60-293 B/F 2/27/18 The service connection is 3.5' from MH 60-285. Wyes should not be installed any closer that 4' to a manhole. Make proper corrrections. Brice Lawson 02/26/2018 3:43 PM The service connection was measured by Redford and the Water Dept. and was confirmed to be 4' from the manhole. No repair needed. RESOLVED Brice Lawson 03/05/2018 9:07 AM All nine of the sags were repaired by Redford Construction. They excavated down to the pipes, picked up the pipes and chalked rock under the pipes to repair the sags. All of the repaired areas have been backfilled. Brice Lawson 04/25/2018 1:26 PM The following sags and debris were identified on the follow up video inspection to the initial sanitary sag repairs. Make proper corrections to the sanitary line segments. Brice Lawson 05/22/2018 1:20 PM The Water Utiilities Dept. has accepted the sanitary sewer as-is. MH 60-293 to MH 60-292 MH 293 to 14’ sag 39’ to 50’ sag 200’ to 241’ sag 387’ to 405’ sag 405’ to 420’ debris Darrin with Redford stated that they removed the debris. MH 60-285 to MH 60-291 MH 285 to 8’ sag 45’ to 55’ sag 76’ to 87’ sag 90’ to 98’ sag 103’ to 113’ sag 173’ to 183’ sag 245’ to 267’ sag 304’ to 323’ sag 330’ to 339’ sag MH 60-286 to MH 60-287 MH 286 to 23’ sag 109’ to 140’ sag 162’ to 180’ sag MH 60-278 to 60-279 372’ to 378’ which is at MH 60-279 MH 60-282 to MH 60-281 62’ to 71’ sag 91’ to MH281 sag Darrin with Redford informed me that they flushed the debris from this line segment. MH 60-282 to MH 60-283 12’ to 28’ sag 51’ to 57’ sag 97’ to 111’ sag 119’ to 126’ sag
PW-Main inspection
Informational
04/25/2018
Brice Lawson 02/26/2018 3:53 PM Redford has excavated down to the sewer main to repair the sag located upstream of MH 285 and the sag located 336' from MH 60-287 to MH 60-286.
PW-Main inspection
Informational
04/25/2018
Brice Lawson 03/01/2018 1:32 PM Redford Construction let me know that the following sags have been repaired. The excavated areas have also been backfilled. They let me know that the marker tape is being installed in the trench. Sags: between D-1 and D-2 between C-1 and B-3 between B-1 and B-2 between A-6 and A-5 between A-2 and A-1 They have excavated down to the sags between A-3 and A-2 and are in the process of repairing the sags.
PW-Main inspection
Informational
04/25/2018
Tom Chandler 03/02/2018 3:44 PM Finished repairs to line from MH A-2 to MH A-3 and backfilled. Added adjustment ring to MH that needed it.
Water Line - Construction Inspection Passed 5/22/2018 05/22/2018
PW-Main inspection
Informational
03/08/2018
Brice Lawson 11/10/2017 11:30 AM Redford installed 40' of 8" C900 water main with tracer wire and water line marker tape. The line appeared to be installed at least 42" from current grade. The pipe was bedded in clean rock. This line was installed on water line 1 from approx. STA. 11+48 to approx. STA. 11+88. The line was being backfilled in lifts. The trench was opened up over 48" wide and KC Testing was on site to perform compaction testing.
PW-Main inspection
Informational
03/08/2018
Brice Lawson 11/10/2017 2:57 PM Redford installed 40' of 8" C900 water line on water line 1 from STA 3+25 to STA. 3+65. Tracer wire and bury tape have been installed with this water line.
PW-Main inspection
Informational
03/08/2018
Brice Lawson 11/13/2017 11:47 AM Redford installed the 8" C900 water line with tracer wire for water line 1 from approx. STA. 0+29.17 to STA. 1+39.99. The Tee fitting has been installed at STA. 1+39.99.
PW-Main inspection
Informational
03/08/2018
Brice Lawson 11/13/2017 2:46 PM Redford installed the 8" gate valve on line 2 near STA. 0+00. Approx. 74' of C900 water line has been installed from STA. 0+00 to approx. STA. 0+74. Tracer wire has been installed with this pipe and utility marker tape is being installed in the trench. Two vertical 45 degree bend fittings have been installed with rebar loops around the fittings. The rebar loops have been installed in a thrust block below the 45 degree fittings. KC Testing is on site to observe compaction testing for the water line. The DI fittings have been wrapped in 12 mil poly wrap and the T bolts have been sprayed with an undercoating. A thrust block has been installed on the 45 degree bend fitting on line 1 at STA.0+95.15. MCIB WA610 concrete was used for the thrust blocks.
PW-Main inspection
Informational
03/08/2018
Brice Lawson 11/14/2017 1:23 PM Redford installed an 8" Clow gate valve just west of the Tee fitting located at STA. 0+00 on water line 2. A 1' piece of C900 was installed between the valve and the tee fitting. A thrust block has been installed on the tee fitting. A tracer wire has been installed over to the tee fitting.
PW-Main inspection
Informational
03/08/2018
Brice Lawson 12/08/2017 8:00 AM Redford has installed the 8" water main for water line 1 from approx. STA. 3+65 to approx. STA. 10+00. The majority of this line has been backfilled. The areas that have not been backfilled show that the pipe is being bedded in clean rock, the tracer wire has been installed and the marker tape is being installed. It appears that the pipe is at least 42" deep. The Tee fittings have been installed for both of the fire hydrant sets on this run of pipe. It appears that the 8" water main has been installed from approx. STA. 2+10 to approx. STA. 5+13. It appears that the line is being bedded in clean rock, tracer wire has been installed and marker tape has been installed. The majority of this line has been backfilled. A thrustblock has been installed behind the tee fitting at STA. 2+92.5. It appears that the pipe is at least 42" deep at the areas that have not been backfilled.
PW-Main inspection
Informational
03/08/2018
Brice Lawson 12/08/2017 3:08 PM The 8" water main for line 1 has been installed from approx. STA. 10+10 and connected on the east side of Grindstone where it was previously installed under grindstone. The Tee fitting and 2 gate valves have been installed on the east and south side of the Tee fitting. A thrust block has been installed behind the tee fitting. The DI fittings appear to be wrapped and the tracer wire has been installed. A thrust block has been installed behind the Tee fitting at STA. 8+36.84 on line 1. A thrust block has been installed behind the tee fitting for the hydrant assembly shown at STA. 4+61.84. When I measured the distance of this tee fitting to the back of the curb on Alibaster, it appeared that the tee fitting is 5' east of where it scales on the plans. I let Darren with Redford know about this and he said that the Tee was installed according to the survey stakes provided.
PW-Main inspection
Informational
03/08/2018
Brice Lawson 12/11/2017 1:54 PM The 8" C900 water line #4 has been installed from the 8" valve at STA. 0+00 to approx. STA. 1+06. The pipe appears to be bedded in clean rock. The tracer wire has been installed and it appears that marker tape is being installed 18' to 24" below grade. It appears the the water line is at least 42" below grade. The existing 12" water main at the proposed tie-in location at 1+39.67 has been exposed. The contractor plans to cover the exposed line with blankets to insulate during the cold weather. Redford is workin on installing the water line #1 from the 8" gate valve at STA. 1+39.99 towards the west. 3-20 sections of pipe have been installed. The pipe is being bedded in clean rock. It appears that the pipes are at least 42" below grade.
PW-Main inspection
Informational
03/08/2018
Brice Lawson 12/12/2017 2:39 PM The remainder of water line 1 from approx. STA. 2+00 to STA. 3+25 has been installed. Water line 3 has been installed from STA. 0+00 to approx. STA. 1+25. A temp. blow off has been installed at STA. 1+25. The two gate valves and Tee fitting have been installed at STA. 0+00. The gate valves are installed on the south and west sides of the tee fitting. Tracer wire has been installed. Schedule 40 valve boxes have been installed with the tracer wire running up the outside of the valve box. The existing 12" main has been exposed at the tie-in location on water line 3. Concrete blankets have been installed to insulate during the cold weather. The existing 12" water main at the tie-in to existing on water line 4 has been covered with mulch to act as insulation during the cold weather.
PW-Main inspection
Informational
03/08/2018
Brice Lawson 12/21/2017 9:32 AM The 8" water water main has been flushed at all of the fire hydrants and at the temporary blow offs that have been installed at the ends of the lines near the proposed tie-in at Alabaster and Merryman. This flush was performed after the hydrostatic test was performed.
PW-Main inspection
Informational
03/08/2018
Brice Lawson 12/21/2017 3:11 PM Redford chlorinated the water lines #1, #2, #3 and #4 to. It appeared that the chlorine level was at a minimum of 25 mg/l at the ends of the lines and at the fir hydrants.
PW-Main inspection
Informational
03/08/2018
Brice Lawson 12/22/2017 5:01 PM It appeared that Redford dechlorinated the water main that has been installed at this site. The ends of each line and each fire hydrant have been flushed.
PW-Main inspection
Informational
03/08/2018
Brice Lawson 12/28/2017 1:29 PM Redford Construction installed a construction tap on the water line near the west end of Merryman and one near the temporary fire hydrant at the north end of Amethyst.
PW-Main inspection
Informational
03/08/2018
Brice Lawson 01/09/2018 10:29 AM The 12" water main was shutdown at Alabaster at approx. 8:15 a.m. Redford Construction installed a 12" Prat butterfly valve, a 12" by 8" tee fitting and a 12" sleeve on the existing 12" water main. The 8" water main was installed from the location where the temporary blow off was and connected to the 12" by 8" tee fitting. An 8" sleeve was used to connect the two 8" C900 pipes. An 8" Clow valve has been installed on the 8" line on the north side of the tee fitting.
PW-Main inspection
Informational
03/08/2018
Brice Lawson 01/09/2018 4:18 PM Redford installed the 4500 MCIB thrustblock at the 12" by 8" tee fitting that is located on the existing 12" watermain at SW Alabaster Dr. The tracer wire has been installed at this tie-in. It appears that the DI fittings have been wrapped with poly wrap and sealed with tape. The Water Dept. flushed the 12" water main and put it back in service. They let me know that the chlorine level in the 12" main was 2.02 Mg/L
PW-Main inspection
Informational
03/08/2018
-------------------------------------- Brice Lawson 01/10/2018 11:02 AM The water dept. shutdown the existing 8" water main at the location of the tie-in on the east end of Merryman Dr. The contractor has removed the existing temporary fire hydrant and began installing the tee fitting for the location of the permanent fire hydrant location.
PW-Main inspection
Informational
03/08/2018
Brice Lawson 01/10/2018 2:28 PM Redford completed the tie-in to the existing water main at the east end of Merryman. The temporary fire hydrant was moved to the permanent location. A 45 degree bend, an 8" by 6" tee fitting, an 8" sleeve, a 6" by 1' anchor coupling, and a 6" Clow gate valve were installed. The DI fittings have been wrapped in clear poly wrap and sealed with tape. The tracer wire has been installed. The thrust blocks have been installed behind the fire hydrant, at the tee fitting and at the 45 degree bend. The Water Dept. came and put the existing line back in service up to the existing 8" gate valve.
PW-Main inspection
Informational
03/08/2018
Brice Lawson 01/11/2018 4:03 PM The water dept. flushed the remainder of the water main that was closed for the tie-in located at the east end of Merryman Dr. The new water main that has been constructed at this site has been opened up to the existing water system.
PW-Main inspection
Resolved
05/04/2018
Brice Lawson 02/06/2018 3:05 PM Move the existing FH located in the southwest corner of the site to the oppisite side of the water main as shown in the note on page C.406 of the plans. Brice Lawson 05/04/2018 2:01 PM There was an agreement made to leave the existig FH060-119 in the existing location and to raise it in elevation to meet the new grade. This is suppose to be put on the as-built. RESOLVED Install extension stems on the valve nuts to bring the valve nuts to within 3' of finished grade. Extension stems have been installed. RESOLVED It appears that the existing two FH located in the beauty berm along County Line Rd is low. Make proper adjustments to the FH and valve box elevations. Brice Lawson 05/04/2018 2:01 PM RESOLVED
PW-Main inspection
Informational
03/08/2018
Brice Lawson 02/21/2018 7:27 AM The Water Dept. has performed the bond inspection on the new water main for this site. They said everything checked out good.
Site Visit Partial 5/29/2018 at 2:10 PM 05/29/2018
PW-Misc
Informational
05/09/2018
Brice Lawson 03/30/2018 7:53 AM I drove the work zone. It appeared that the signs and channelizers were still in place. Redford is working on the valve boxes for the existing fire hydrants along SW County Line Rd.
PW-Misc
Informational
05/09/2018
Brice Lawson 04/02/2018 3:21 PM Teague Electric is installing power. I asked them to remove any mud and debris that they have tracked onto the street. They let me know that they would take care of it.
PW-Misc
Informational
05/09/2018
Brice Lawson 04/04/2018 2:56 PM Choice Tree Service is in the process of removing the trees that were cut down in the swale on the east side of Prior Rd. They do not have a temp. traffic conrol permit. I informed them that they need to have one anytime that are blocking a lane of traffic. They said they are unaware of this and will get permits in the future. They quickly finished the work and are removing the equipment from the road. I reminded Teague Electric to remove any debris that is being tracked onto the road from their equipment. They were asked to backfill part of the trench that is in the ROW where the power line crosses the north end of Amethyst just south of the temp. cul-de-sac. The trench is excavated to the back of curb and the forecast shows rain and it may wash out the rock from under the pavement if it is not backfilled.
PW-Misc
Informational
05/09/2018
Brice Lawson 04/17/2018 1:43 PM Redford is flushing silt from the storm pipes between FI 2-3 and FI 1-1. There is a bobcat that is finish grading areas north of Merryman. There is a crew working on grading the swale on the east side of Pryor Rd.
PW-Misc
Informational
05/09/2018
Brice Lawson 04/26/2018 3:55 PM Redford Construction was raking in dirt around the curb and sidewalk on Grindstone. They plan to backfill around the FH 060-119.
PW-Misc
Informational
05/09/2018
Brice Lawson 05/09/2018 2:11 PM Performed an inspection to determine if the current and proposed land disturbance will fall in the boundaries of this permit and the LD permits for the Manor 3rd Plat and Reserve 3rd Plat. It appears that there is an area at the nerthwest corner of this site and the far northeast corner of the site that will not be included in any of these permits. I met with Sue and Kent and they are going to look into this.
PW-Misc
Informational
05/29/2018
Brice Lawson 05/29/2018 4:36 PM There was no activity at this site. Redford plans to work on the curb replacement on tomorrow. They plan to look at the two curbs that are cracked at the ADA ramp openings at the north end of Grindstone.
Public Curb Inspection Partial 5/31/2018 at 7:30 AM 05/31/2018
Informational
05/31/2018
Brice Lawson 05/31/2018 9:37 AM Redford Construction was in the process of removing an approx. 55' section of curb in front of lots 50 and 51. This is being done to resolve the issue with water holding in the curb in this area. The base rock that is under the curb appears to be stable. There were not any soft spots noticed in the base rock. The contractor plans to inform me when they plan to pour the curb and they plan to install cones around the excavation. The curb transition was not installed on the north end of CI 6-2 as it would have extended into the drive lane. Travis Ruff let me know that someone has damaged a tire on the corner of the curb inlet and that he would have asphalt installed to fix the issue. I placed cold patch at this corner and installed a flashing barricade to warn motorists until Travis is able to get the more permanent patch completed. I called Travis Ruff and let him know that I placed the cold mix and barricade today to get by until he is able to get a more permanent fix completed.
Public Curb Inspection Partial 6/1/2018 at 8:30 AM 06/01/2018
Informational
06/01/2018
Brice Lawson 06/01/2018 3:20 PM Approx. 55 LF of curb was formed in the eastbound lane fo Merryman from approx. STA. 6+83 to STA. 7+38. The rock base for the curb seemed to be stable. The dowels have been installed at both tie-in to existing locations.
Public Curb Inspection Partial 6/1/2018 at 2:00 PM 06/01/2018
Informational
06/01/2018
Brice Lawson 06/01/2018 3:23 PM J and K Construction installed approx. 55 LF of curb on Merryman from approx. STA. 6+83 to approx. STA. 7+38. Geiger 4K KCMMB product code KC4KDM20Q concrete was used. White cure was applied to the surface and back side of the curb. The contraction joints have been hand tooled and the contractor plans to complete the contraction joints to the proper depth with a saw.
Public Curb Inspection Partial 6/8/2018 at 11:20 AM 06/07/2018
Partial Correction
06/18/2018
Brice Lawson 06/07/2018 2:08 PM The 55' of curb that was replaced near STA. 7+10 in the eastbound lane of Merryman is very flat and holds a small amount of water. I put water onto the street with a fire hose at 11:50am and at 1:00pm the water had drained away leaving puddles in the curb and asphalt where the curb was replaced. The contraction joints have not been completed to the proper depth. Brice Lawson 06/18/2018 2:18 PM It appears that the contraction joints have been installed with a saw.
Public Curb Inspection Partial 6/15/2018 at 10:15 AM 06/18/2018
Informational
06/18/2018
Brice Lawson 06/18/2018 2:32 PM The contraction joints have been installed in the 55' LF curb repair on Merryman Ln near STA. 7+10. It appears that the curb and asphalt are still going to hold water in this area. I am waiting for an answer from Dan to see how to proceed with this inspection.
Street - Repairs Failed 6/15/2018 at 10:01 AM 06/18/2018
Corrective Action Required
04/27/2018
Brice Lawson 04/27/2018 2:19 PM Repair the heave in the road on Grindstone at Merryman near the pedestrian access route. The pedestrian access route is over 2.0% cross slope. The asphalt surface has been removed and replaced to try to correct the cross slope issue. The cross slope of the pedestrian access route is over the max. allowable slope of 2.0%. Make proper corrections to correct the cross slope. Please submit a plan for review prior to making any corrections.
Erosion Control Inspection Partial 7/12/2018 at 10:15 AM 07/12/2018
PW-Erosion and Sediment Control
Corrective Action Required
07/10/2018
Brice Lawson 07/10/2018 3:33 PM Make proper corrections to the ESC devices at the field inlets where debris is partially blocking the weir openings. It appears silt is leaving the permanent detention basin and collecting in the HDPE outlet pipe and outlet structure. The lower 4" orifice in the outlet structure may be blocked. Properly remove the silt and add proper ESC devices to control erosion. I recommend getting with the design engineer to see what ESC devices are necessary to control erosion.
PW-Misc
Informational
07/12/2018
Brice Lawson 07/12/2018 11:34 AM I met with Travis Ruff and RE with Redford Construction to discuss the corrections to the partially clogged FI weirs and the removal of the silt from the outlet pipe and outlet structure at the permanent detention basin. They plan to replace the silt fence with straw waddles at the field inlets and perform maintenance to the rock checks that surround the field inlets to allow for proper drainage. They plan to remove the silt from the outlet pipe and outlet structure. Travis Ruff plans to get with the design engineer to see what ESC devices should be installed to control erosion where silt is leaving the permanent detention basin.
Public Curb Inspection Passed 7/16/2018 07/16/2018
Resolved
07/16/2018
Brice Lawson 07/16/2018 9:10 AM The 55' of curb that was replaced near STA. 7+10 in the eastbound lane of Merryman is very flat and holds a small amount of water. Dan Harper looked at this curb in the field and sent me the following email that resolves the issue with the curb holding water. Brice – After reviewing the conditions in the field we are accepting the curb as constructed. It will need to be reviewed at the conclusion of the maintenance bond period to make sure that it is still structurally sound (non-crack etc.) and has not experienced excessive settlement worsening the condition. This email will be in documents and images in CityView.
Erosion Control Inspection Partial 7/19/2018 at 1:10 PM 07/19/2018
PW-Erosion and Sediment Control
Corrective Action Required
07/12/2018
Brice Lawson 07/10/2018 3:33 PM Make proper corrections to the ESC devices at the field inlets where debris is partially blocking the weir openings. It appears silt is leaving the permanent detention basin and collecting in the HDPE outlet pipe and outlet structure. The lower 4" orifice in the outlet structure may be blocked. Properly remove the silt and add proper ESC devices to control erosion. I recommend getting with the design engineer to see what ESC devices are necessary to control erosion.
PW-Misc
Informational
07/12/2018
Brice Lawson 07/12/2018 11:34 AM I met with Travis Ruff and RE with Redford Construction to discuss the corrections to the partially clogged FI weirs and the removal of the silt from the outlet pipe and outlet structure at the permanent detention basin. They plan to replace the silt fence with straw waddles at the field inlets and perform maintenance to the rock checks that surround the field inlets to allow for proper drainage. They plan to remove the silt from the outlet pipe and outlet structure. Travis Ruff plans to get with the design engineer to see what ESC devices should be installed to control erosion where silt is leaving the permanent detention basin.
PW-Misc
Informational
07/19/2018
Brice Lawson 07/19/2018 2:13 PM The corrections to the ESC have not been completed. I spoke to RE with Redford Construction and he plans to have his crew remove the site fence from around the field inlets, install gutter buddies and perform maintenance to the rock checks that surround the field inlets to allow for proper drainage. He also plans to have the silt removed from the outlet pipe and outlet structure at the permanent detention basin.
Install Street and Stop Signs Partial 7/19/2018 07/19/2018
Resolved
08/28/2018
Brice Lawson 07/19/2018 4:11 PM The stop/street name sign and post at Merryman and Grindstone has been knocked down and damaged. Make proper corrections to the sign. I asked PWO to install a temporary stop sign until the permanent sign can be replaced.
Install Street and Stop Signs Partial 7/24/2018 at 9:30 AM 07/24/2018
Resolved
08/28/2018
Brice Lawson 07/24/2018 10:46 AM Public Works Operations has installed a temporary stop sign at Grindstone and Merryman. Inform them to pick it up once the developer replaces the damaged stop/street name sign.
Erosion Control Inspection Partial 7/30/2018 07/30/2018
PW-Erosion and Sediment Control
Corrective Action Required
07/19/2018
Brice Lawson 07/10/2018 3:33 PM Make proper corrections to the ESC devices at the field inlets where debris is partially blocking the weir openings. It appears silt is leaving the permanent detention basin and collecting in the HDPE outlet pipe and outlet structure. The lower 4" orifice in the outlet structure may be blocked. Properly remove the silt and add proper ESC devices to control erosion. I recommend getting with the design engineer to see what ESC devices are necessary to control erosion.
PW-Misc
Informational
07/19/2018
Brice Lawson 07/12/2018 11:34 AM I met with Travis Ruff and RE with Redford Construction to discuss the corrections to the partially clogged FI weirs and the removal of the silt from the outlet pipe and outlet structure at the permanent detention basin. They plan to replace the silt fence with straw waddles at the field inlets and perform maintenance to the rock checks that surround the field inlets to allow for proper drainage. They plan to remove the silt from the outlet pipe and outlet structure. Travis Ruff plans to get with the design engineer to see what ESC devices should be installed to control erosion where silt is leaving the permanent detention basin.
PW-Misc
Informational
07/19/2018
Brice Lawson 07/19/2018 2:13 PM The corrections to the ESC have not been completed. I spoke to RE with Redford Construction and he plans to have his crew remove the site fence from around the field inlets, install gutter buddies and perform maintenance to the rock checks that surround the field inlets to allow for proper drainage. He also plans to have the silt removed from the outlet pipe and outlet structure at the permanent detention basin.
PW-Misc
Informational
07/30/2018
Brice Lawson 07/30/2018 2:34 PM I called RE with Redford Construction to see when they plan to make the corrections to the ESC. He said he will talk with his office and get back with me.
Erosion Control Inspection Partial 7/31/2018 at 9:30 AM 07/31/2018
PW-Erosion and Sediment Control
Corrective Action Required
07/30/2018
Brice Lawson 07/10/2018 3:33 PM Make proper corrections to the ESC devices at the field inlets where debris is partially blocking the weir openings. It appears silt is leaving the permanent detention basin and collecting in the HDPE outlet pipe and outlet structure. The lower 4" orifice in the outlet structure may be blocked. Properly remove the silt and add proper ESC devices to control erosion. I recommend getting with the design engineer to see what ESC devices are necessary to control erosion.
PW-Misc
Informational
07/30/2018
Brice Lawson 07/12/2018 11:34 AM I met with Travis Ruff and RE with Redford Construction to discuss the corrections to the partially clogged FI weirs and the removal of the silt from the outlet pipe and outlet structure at the permanent detention basin. They plan to replace the silt fence with straw waddles at the field inlets and perform maintenance to the rock checks that surround the field inlets to allow for proper drainage. They plan to remove the silt from the outlet pipe and outlet structure. Travis Ruff plans to get with the design engineer to see what ESC devices should be installed to control erosion where silt is leaving the permanent detention basin.
PW-Misc
Informational
07/30/2018
Brice Lawson 07/19/2018 2:13 PM The corrections to the ESC have not been completed. I spoke to RE with Redford Construction and he plans to have his crew remove the site fence from around the field inlets, install gutter buddies and perform maintenance to the rock checks that surround the field inlets to allow for proper drainage. He also plans to have the silt removed from the outlet pipe and outlet structure at the permanent detention basin.
PW-Misc
Informational
07/30/2018
Brice Lawson 07/30/2018 2:34 PM I called RE with Redford Construction to see when they plan to make the corrections to the ESC. He said he will talk with his office and get back with me.
PW-Misc
Informational
07/31/2018
Brice Lawson 07/31/2018 11:44 AM I met with Dan Harper, Thomas Hudgens and Travis Ruff to discuss the ESC around the FI's, the silt in the outlet pipe and outlet structure at the detention basin, and the invert below 4" orifice in the outlet structure. They plan to make corrections to the ESC around the FI's to allow for proper drainage and to control erosion. They plan to remove the silt from the outlet structure and the pipe that leads to the detention basin. They plan to take a look at the invert below the 4" orifice in the outlet structure to see if it is constructed per the plans. They plan to call me when they look at the invert in the outlet structure.
Site Visit Complete 8/3/2018 at 1:00 PM 08/03/2018
PW-Misc
Informational
08/03/2018
Brice Lawson 08/03/2018 3:38 PM There is no work being done at this site today.
Install Street and Stop Signs Passed 8/28/2018 08/28/2018
Informational
08/28/2018
Brice Lawson 08/28/2018 3:28 PM The stop sign and street name signs at the southeast corner of SW Merryman and Grindstone that were ran over and damaged have been replaced.
Street - Repairs Passed 04/05/2019
ESC Devices Installed Not Ready 02/24/2023
Documents & Images
Date Uploaded File Type Document Name
05/30/2017 Receipt Receipt for transaction: 2017-003200
07/18/2017 Letter PW-Permit
08/03/2017 Letter PW-Daily Inspection Summary
08/03/2017 Letter PW-Daily Inspection Summary
08/07/2017 Letter PW-Daily Inspection Summary
08/08/2017 Letter PW-Daily Inspection Summary
08/09/2017 Letter PW-Daily Inspection Summary
08/16/2017 Letter PW-Daily Inspection Summary
08/17/2017 Letter PW-Daily Inspection Summary
08/17/2017 Letter PW-Daily Inspection Summary
08/18/2017 Letter PW-Daily Inspection Summary
08/18/2017 Letter PW-Daily Inspection Summary
08/23/2017 Letter PW-Daily Inspection Summary
08/23/2017 Letter PW-Daily Inspection Summary
08/23/2017 Letter PW-Daily Inspection Summary
08/24/2017 Letter PW-Daily Inspection Summary
08/25/2017 Letter PW-Daily Inspection Summary
08/28/2017 Letter PW-Daily Inspection Summary
08/28/2017 Letter PW-Daily Inspection Summary
08/29/2017 Flowfill Ticket for Trench Checks
08/29/2017 Letter PW-Daily Inspection Summary
08/30/2017 Letter DE-Daily Inspection Summary
08/31/2017 Letter DE-Daily Inspection Summary
09/01/2017 Flowfill Tickets For Sewer Stub Trench Checks
09/01/2017 Letter DE-Daily Inspection Summary
09/01/2017 Letter DE-Daily Inspection Summary
09/05/2017 Letter DE-Daily Inspection Summary
09/06/2017 Letter DE-Daily Inspection Summary
09/06/2017 Letter DE-Daily Inspection Summary
09/07/2017 Letter DE-Daily Inspection Summary
09/08/2017 Letter DE-Daily Inspection Summary
09/11/2017 Flowfill Ticket For Trench Checks
09/11/2017 Letter DE-Daily Inspection Summary
09/12/2017 Letter DE-Daily Inspection Summary
09/13/2017 Letter DE-Daily Inspection Summary
09/13/2017 Letter DE-Daily Inspection Summary
09/14/2017 Letter DE-Daily Inspection Summary
09/14/2017 Letter DE-Daily Inspection Summary
09/18/2017 Manor at Stoney Creek 2nd Compaction Tests 8-24-17 thru 9-8-17 Mark Up
09/18/2017 Manor at Stoney Creek 2nd Grading Compaction Tests thru 8-25-17
09/18/2017 Manor at Stoney Creek 2nd Proctors thru 9-1-17
09/18/2017 Letter DE-Daily Inspection Summary
09/20/2017 Letter DE-Daily Inspection Summary
09/20/2017 The Manor at Stoney Creek 2nd Pipe Product Data
09/20/2017 Letter DE-Daily Inspection Summary
09/21/2017 Letter DE-Daily Inspection Summary
09/22/2017 Letter DE-Daily Inspection Summary
09/25/2017 Letter DE-Daily Inspection Summary
09/26/2017 Letter DE-Daily Inspection Summary
09/26/2017 Letter DE-Daily Inspection Summary
09/27/2017 Letter DE-Daily Inspection Summary
09/28/2017 Flowfill Ticket for Trench Checks
09/28/2017 Letter DE-Daily Inspection Summary
09/29/2017 Letter DE-Daily Inspection Summary
10/02/2017 Letter DE-Daily Inspection Summary
10/02/2017 Concrete Ticket for Sanitary Manhole Inverts
10/02/2017 Flowfill Tickets for Sanitary Stub Trench Checks
10/02/2017 Letter DE-Daily Inspection Summary
10/03/2017 Letter DE-Daily Inspection Summary
10/03/2017 Letter DE-Daily Inspection Summary
10/03/2017 Flowfill Ticket For Sewer Stub Trench Checks
10/04/2017 Letter DE-Daily Inspection Summary
10/05/2017 Flowfill Ticket for Sewer Stub Trench Checks
10/05/2017 Stoney Creek Compaction Tests 9-15-17 thru 9-21-17
10/09/2017 Letter DE-Daily Inspection Summary
10/09/2017 Letter DE-Daily Inspection Summary
10/10/2017 Letter DE-Daily Inspection Summary
10/10/2017 Letter DE-Daily Inspection Summary
10/11/2017 Letter DE-Daily Inspection Summary
10/11/2017 Letter DE-Daily Inspection Summary
10/12/2017 Letter DE-Daily Inspection Summary
10/13/2017 Letter DE-Daily Inspection Summary
10/13/2017 Letter DE-Daily Inspection Summary
10/16/2017 Letter DE-Daily Inspection Summary
10/16/2017 Letter DE-Daily Inspection Summary
10/17/2017 Letter DE-Daily Inspection Summary
10/18/2017 Letter DE-Daily Inspection Summary
10/19/2017 Letter DE-Daily Inspection Summary
10/23/2017 Letter DE-Daily Inspection Summary
10/23/2017 Letter DE-Daily Inspection Summary
10/24/2017 Letter DE-Daily Inspection Summary
10/24/2017 Letter DE-Daily Inspection Summary
10/25/2017 Letter DE-Daily Inspection Summary
10/26/2017 Letter DE-Daily Inspection Summary
10/27/2017 Letter DE-Daily Inspection Summary
10/30/2017 Letter DE-Daily Inspection Summary
11/01/2017 Letter DE-Daily Inspection Summary
11/02/2017 Letter DE-Daily Inspection Summary
11/02/2017 Letter DE-Daily Inspection Summary
11/03/2017 Letter DE-Daily Inspection Summary
11/06/2017 Letter DE-Daily Inspection Summary
11/06/2017 Letter DE-Daily Inspection Summary
11/07/2017 Letter DE-Daily Inspection Summary
11/07/2017 Letter DE-Daily Inspection Summary
11/08/2017 Letter DE-Daily Inspection Summary
11/08/2017 Letter DE-Daily Inspection Summary
11/10/2017 Letter DE-Daily Inspection Summary
11/10/2017 Letter DE-Daily Inspection Summary
11/13/2017 Letter DE-Daily Inspection Summary
11/13/2017 Letter DE-Daily Inspection Summary
11/14/2017 Letter DE-Daily Inspection Summary
11/14/2017 Letter DE-Daily Inspection Summary
11/15/2017 Letter DE-Daily Inspection Summary
11/17/2017 Letter DE-Daily Inspection Summary
11/20/2017 Letter DE-Daily Inspection Summary
11/21/2017 Letter DE-Daily Inspection Summary
11/22/2017 Letter DE-Daily Inspection Summary
11/22/2017 Letter DE-Project Inspection Summary
11/24/2017 Flyash Data Sheet
11/24/2017 The Manor at Stoney Creek 2nd Curb-Sidewalk Concrete
11/24/2017 17RN013 T3 Virgin
11/24/2017 17RN001 T1 Recycle 40%
11/24/2017 17RN006 T2 Recycle 40%
11/24/2017 The Manor at Stoney Creek 2nd Subgrade Rock Geogrid
11/27/2017 Letter DE-Daily Inspection Summary
11/27/2017 Letter DE-Daily Inspection Summary
11/28/2017 Letter DE-Daily Inspection Summary
11/28/2017 Letter DE-Daily Inspection Summary
11/29/2017 Modot Type 5 Base Rock Ticket
11/29/2017 Letter DE-Daily Inspection Summary
11/29/2017 Letter DE-Daily Inspection Summary
11/29/2017 Letter DE-Daily Inspection Summary
12/01/2017 Letter DE-Daily Inspection Summary
12/03/2017 Letter DE-Daily Inspection Summary
12/04/2017 Letter DE-Daily Inspection Summary
12/05/2017 Letter DE-Daily Inspection Summary
12/05/2017 Letter DE-Daily Inspection Summary
12/06/2017 Letter DE-Daily Inspection Summary
12/06/2017 Letter DE-Daily Inspection Summary
12/06/2017 Letter DE-Daily Inspection Summary
12/06/2017 Letter DE-Daily Inspection Summary
12/06/2017 Letter DE-Daily Inspection Summary
12/08/2017 Letter DE-Daily Inspection Summary
12/08/2017 Letter DE-Daily Inspection Summary
12/11/2017 Letter DE-Daily Inspection Summary
12/12/2017 Letter DE-Daily Inspection Summary
12/13/2017 Sanitary Testing Documentation
12/13/2017 Letter DE-Daily Inspection Summary
12/19/2017 Letter DE-Daily Inspection Summary
12/21/2017 Letter DE-Daily Inspection Summary
12/21/2017 Letter DE-Daily Inspection Summary
12/21/2017 Letter DE-Daily Inspection Summary
12/22/2017 Letter DE-Daily Inspection Summary
12/29/2017 Letter DE-Daily Inspection Summary
01/02/2018 Letter DE-Daily Inspection Summary
01/03/2018 Letter DE-Daily Inspection Summary
01/04/2018 Letter DE-Daily Inspection Summary
01/05/2018 Bacterial Test Report For Water Main
01/05/2018 Letter DE-Daily Inspection Summary
01/08/2018 Letter DE-Daily Inspection Summary
01/08/2018 Letter DE-Daily Inspection Summary
01/09/2018 Letter DE-Daily Inspection Summary
01/10/2018 Letter DE-Daily Inspection Summary
01/11/2018 Letter DE-Daily Inspection Summary
01/18/2018 Letter DE-Daily Inspection Summary
01/18/2018 Letter DE-Daily Inspection Summary
01/19/2018 Letter DE-Daily Inspection Summary
01/25/2018 Letter DE-Daily Inspection Summary
01/25/2018 Letter DE-Daily Inspection Summary
01/25/2018 Letter DE-Site Visit Inspection
01/25/2018 Letter DE-Daily Inspection Summary
01/26/2018 Letter DE-Daily Inspection Summary
01/30/2018 Letter DE-Daily Inspection Summary
01/30/2018 Letter DE-Daily Inspection Summary
01/31/2018 Letter DE-Daily Inspection Summary
02/06/2018 Letter DE-Daily Inspection Summary
02/13/2018 Letter DE-Daily Inspection Summary
02/14/2018 Letter DE-Daily Inspection Summary
02/14/2018 Letter DE-Daily Inspection Summary
02/15/2018 Letter DE-Daily Inspection Summary
02/16/2018 Letter DE-Daily Inspection Summary
02/21/2018 Letter DE-Daily Inspection Summary
02/22/2018 Letter DE-Daily Inspection Summary
02/23/2018 Letter DE-Daily Inspection Summary
02/26/2018 Letter DE-Daily Inspection Summary
02/27/2018 Letter DE-Daily Inspection Summary
02/28/2018 Letter DE-Daily Inspection Summary
03/02/2018 Letter DE-Daily Inspection Summary
03/05/2018 Letter DE-Daily Inspection Summary
03/06/2018 Letter DE-Daily Inspection Summary
03/06/2018 Letter DE-Daily Inspection Summary
03/07/2018 Letter DE-Daily Inspection Summary
03/07/2018 Letter DE-Daily Inspection Summary
03/07/2018 Letter DE-Daily Inspection Summary
03/08/2018 Letter DE-Daily Inspection Summary
03/08/2018 Letter DE-Daily Inspection Summary
03/13/2018 Letter DE-Daily Inspection Summary
03/16/2018 Letter DE-Site Visit Inspection
03/28/2018 Letter DE-Daily Inspection Summary
03/29/2018 Letter DE-Daily Inspection Summary
03/30/2018 Letter DE-Daily Inspection Summary
04/02/2018 Letter DE-Daily Inspection Summary
04/03/2018 Letter DE-Daily Inspection Summary
04/03/2018 Storm Structure 3-1
04/03/2018 Letter DE-Daily Inspection Summary
04/06/2018 Letter DE-Daily Inspection Summary
04/09/2018 Letter DE-Daily Inspection Summary
04/11/2018 Letter DE-Daily Inspection Summary
04/11/2018 Letter DE-Daily Inspection Summary
04/13/2018 Letter DE-Daily Inspection Summary
04/17/2018 Letter DE-Daily Inspection Summary
04/19/2018 Letter DE-Daily Inspection Summary
04/27/2018 Letter DE-Daily Inspection Summary
05/03/2018 Letter DE-Daily Inspection Summary
05/04/2018 Letter DE-Daily Inspection Summary
05/09/2018 Letter DE-Daily Inspection Summary
05/21/2018 Email showing acceptance of sanitary-The Manor at Stoney Creek 2nd Plat
05/23/2018 Letter DE-Certificate of Substantial Completion Multiple Lot
05/23/2018 Letter DE-Punch List
05/24/2018 Cert. of Substantial Completion for The Manor at Stoney Creek 2nd Plat
05/24/2018 Punch List for The Manor at Stoney Creek 2nd Plat
05/29/2018 Letter DE-Daily Inspection Summary
05/31/2018 Letter DE-Daily Inspection Summary
06/01/2018 Letter DE-Daily Inspection Summary
06/07/2018 Letter DE-Daily Inspection Summary
06/14/2018 Letter DE-Daily Inspection Summary
06/14/2018 Receipt Receipt for transaction: 2018-003837
06/18/2018 Letter DE-Daily Inspection Summary
06/21/2018 Maintenance Bond
07/10/2018 Letter DE-Daily Inspection Summary
07/12/2018 Letter DE-Daily Inspection Summary
07/16/2018 Letter DE-Daily Inspection Summary
07/16/2018 Manor at Stoney Creek 2nd Plat Curb
07/19/2018 Letter DE-Daily Inspection Summary
07/19/2018 Letter DE-Daily Inspection Summary
07/24/2018 Letter DE-Daily Inspection Summary
07/30/2018 Letter DE-Daily Inspection Summary
07/31/2018 Letter DE-Daily Inspection Summary
08/28/2018 Letter DE-Daily Inspection Summary
09/05/2018 Final Affidavit Manor at Stoney Creek 2nd
04/05/2019 FW Merryman
06/07/2021 Approved Plans Manor at Stoney Creek, 2nd Plat Detention Basin - Interim Approved 5.24.21
02/17/2023 Letter DE-Certificate of Final Acceptance (Commercial)
02/17/2023 Manor at Stoney Creek 2nd Plat Subdivision Improvements Final Acceptance
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