Permit Application Status

PRPWFRPWFR20171420


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Summary


PRPWFRPWFR20171420
Public Works Infrastructure Permit - Residential
Final Acceptance
LANDROCK DEVELOPMENT LLC
DEVELOPMENT COMPLETE
NEW 31 LOT SINGLE FAMILY RESIDENTIAL SUBDIVISION
05/04/2017
07/05/2017
10/26/2021
10/11/2023
Locations
Address
109 SW MEADOWBROOK DR, LEES SUMMIT, MO 64082

Address
105 SW MEADOWBROOK DR, LEES SUMMIT, MO 64082

Address
101 SW MEADOWBROOK DR, LEES SUMMIT, MO 64082

Address
4508 SW NAUTILUS PL, LEES SUMMIT, MO 64082

Address
4512 SW NAUTILUS PL, LEES SUMMIT, MO 64082

Address
4516 SW NAUTILUS PL, LEES SUMMIT, MO 64082

Address
4520 SW NAUTILUS PL, LEES SUMMIT, MO 64082

Address
4524 SW NAUTILUS PL, LEES SUMMIT, MO 64082

Address
4528 SW NAUTILUS PL, LEES SUMMIT, MO 64082

Address
4529 SW NAUTILUS PL, LEES SUMMIT, MO 64082

Address
4525 SW NAUTILUS PL, LEES SUMMIT, MO 64082

Address
4521 SW NAUTILUS PL, LEES SUMMIT, MO 64082

Address
4517 SW NAUTILUS PL, LEES SUMMIT, MO 64082

Address
4513 SW NAUTILUS PL, LEES SUMMIT, MO 64082

Address
4509 SW NAUTILUS PL, LEES SUMMIT, MO 64082

Address
4505 SW NAUTILUS PL, LEES SUMMIT, MO 64082

Address
4501 SW NAUTILUS PL, LEES SUMMIT, MO 64082

Address
4425 SW NAUTILUS PL, LEES SUMMIT, MO 64082

Address
4421 SW NAUTILUS PL, LEES SUMMIT, MO 64082

Address
4417 SW NAUTILUS PL, LEES SUMMIT, MO 64082

Address
4413 SW NAUTILUS PL, LEES SUMMIT, MO 64082

Address
4409 SW NAUTILUS PL, LEES SUMMIT, MO 64082

Address
4405 SW NAUTILUS PL, LEES SUMMIT, MO 64082

Address
4401 SW NAUTILUS PL, LEES SUMMIT, MO 64082

Address
4400 SW NAUTILUS PL, LEES SUMMIT, MO 64082

Address
4404 SW NAUTILUS PL, LEES SUMMIT, MO 64082

Address
4408 SW NAUTILUS PL, LEES SUMMIT, MO 64082

Address
4412 SW NAUTILUS PL, LEES SUMMIT, MO 64082

Address
100 SW MEADOWBROOK DR, LEES SUMMIT, MO 64082

Address
104 SW MEADOWBROOK DR, LEES SUMMIT, MO 64082

Address
108 SW MEADOWBROOK DR, LEES SUMMIT, MO 64082

Address
121 SW RAINTREE DR, LEES SUMMIT, MO 64082

Address
141 SW RAINTREE DR, LEES SUMMIT, MO 64082

Address
112 SW MEADOWBROOK DR, LEES SUMMIT, MO 64082

Address
4521 SW RAINTREE PKWY, LEES SUMMIT, MO 64082

Address
100 SW MEADOWBROOK DR, Unit:A, LEES SUMMIT, MO 64082

Address
104 SW MEADOWBROOK DR, Unit:A, LEES SUMMIT, MO 64082

Address
108 SW MEADOWBROOK DR, Unit:A, LEES SUMMIT, MO 64082

Property
030305000000002012

Property
030305000000002011

Property
030305000000002010

Property
030305000000002013

Property
030305000000002009

Property
030305000000002014

Property
030305000000002008

Property
030305000000002015

Property
030305000000002007

Property
030305000000002016

Property
030305000000002006

Property
030305000000002017

Property
030305000000002005

Property
030305000000002018

Property
030305000000002019

Property
030305000000002004

Property
030305000000002003

Property
030305000000002002

Property
030305000000002020

Property
030305000000002021

Property
030305000000002022

Property
030305000000002023

Property
030305000000002024

Property
70830071400000000

Property
70830072200000000

Property
70830072100000000

Property
70830071500000000

Property
70830071600000000

Property
70830072000000000

Property
70830071700000000

Property
70830072600000000

Property
70830071900000000

Property
70830071800000000

Property
70830071300000000

Property
030305000000002025

Property
030305000000002000

Property
70830072300000000

Property
70830072400000000

Property
70830072500000000

Address
113 SW MEADOWBROOK DR, LEES SUMMIT, MO 64082

Contacts
PRECISION CONSTRUCTION & CONTRACTING LLC, Address:P O BOX 1000, Phone:(913) 634-8816  
LANDROCK DEVELOPMENT LLC, Address:7143 WASHINGTON ST  
LANDROCK DEVELOPMENT LLC, Address:7143 WASHINGTON ST  
WILLIAM NEDS (HDR ENGINEERING, INC), Address:3741 NE TROON DR, Phone:(816) 347-1136  
TURNER & MICHAEL CONSTRUCTION COMPANY INC, Address:12300 PLEASANT PRAIRIE RD, Phone:(816) 215-3547  
DAVID DUNCAN CONSTRUCTION LLC, Address:507 NE FOXTRAIL DR. , Phone:(816) 547-9774  
RAINTREE LAKE PROPERTY OWNERS ASSOC INC, Address:825 SW RAINTREE DR  
GARVER, MATTHEW, Address:109 SW MEADOWBROOK DR  
SIMSHEUSER, MOLLY, Address:105 SW MEADOWBROOK DR  
HILL, DANIEL S & ASHLEY E QUARTI, Address:120 SW 30TH ST  
BENNETT, DOMINIQUE & KAYCIE, Address:4508 SW NAUTILUS PL  
MURPHY, KYLE W & KATHERINE A, Address:4512 SW NAUTILUS PL  
SURBER FAMILY TRUST, Address:4516 SW NAUTILUS PL  
MASTERS, JOSH & AMANDA L, Address:4520 SW NAUTILUS PL  
SPELLERBERG ENTERPRISES LLC, Address:613 NE VIEWPARK DR  
MCCLUHAN, STEVE & KIM N BRUNO, Address:4528 SW NAUTILUS PL  
RAINTREE LAKE PROPERTY OWNERS ASSOC, Address:825 SW RAINTREE DR  
BERRY, GREGORY L & AMY L, Address:5111 SW SNOWY EGRET  
BRAWNER, JEWELL D JR & SUSAN M, Address:4525 SW NAUTILUS PL  
CARLSON, JAMES O & LISA K TR, Address:4521 SW NAUTILUS PL  
FARELL, KEVIN & NICOLE CARLSON, Address:4517 SW NAUTILUS PL  
MAUPIN, RICK & DIANE TR, Address:4513 SW NAUTILIS PL  
TALLEY, LEWIS C & CONSTANCE J TR, Address:4505 SW NAUTILUS PL  
DUKE, MICHAEL L & CHRISTINA L, Address:4509 SW NAUTILUS PL  
COLUMBATTO, ANTHONY & LAURA, Address:4501 SW NAUTILUS PL  
GRAUBERGER, JARED & TARA, Address:4425 SW NAUTILUS PL  
REILLY, DARREN F W & ELIZABETH M, Address:4421 SW NAUTILUS PL  
MILLER, KARA, Address:100 SW MEADOWBROOK DR  
VO, LOC & THUAN THI TRAN DANG, Address:104 SW MEADOWBROOK DR  
DAY, ASHLEY E & JOHN T, Address:108 SW MEADOWBROOK DR  
RAINTREE LAKE PROPERTY OWNERS ASSOC INC, Address:4509 SW RAINTREE DR  
VALENTINE BRET EARL, Address:4409 SW NAUTALUS PL  
TRUJILLO CORIANTON & WENDY, Address:4417 SW NAUTILUS PL  
COOK CRAIG & DIANE, Address:4413 SW NAUTILUS PL  
VALENTINE BRET & ANGELA, Address:4409 SW NAUTILUS PL  
BLADE JAROD & LARSEN TOSHA, Address:4405 SW NAUTILUS PL  
EBBRECHT JUSTIN R & AUDREY P, Address:4401 SW NAUTILUS PL  
HILL JEREMY & MADISON, Address:4400 SW NAUTILUS PL  
KANE LORI L, Address:4404 SW NAUTILUS PL  
RAMIREZ MICHELLE L, Address:4408 SW NAUTILUS PL  
RETEBO METASEBIA & CRAKER SEAN, Address:4412 SW NAUTILUS PL  
MILLER KARA, Address:100 MEADOWBROOK DR  
VO LOC & DANG THUAN THI TRAN, Address:104 SW MEADOWBROOK DR  
POINDEXTER VALARIE, Address:108 SW MEADOWBROOK DR  
Reviews
Review Type Outcome Est. Completion Date Completed
Licensed Contractors Approved 05/04/2017 06/30/2017
Chris Hughey
Fees
Paid Fees Amount Paid Owing Date Paid
91100C8-Sanitary Sewer Insp Fees $3,540.75 $3,540.75 Paid 05/04/2017
91100C9-Water Insp Fee $2,346.00 $2,346.00 Paid 05/30/2017
9110072-Water Test Fee $600.00 $600.00 Paid 05/30/2017
9110068-Storm Fee $2,788.11 $2,788.11 Paid 06/15/2017
9110081-Paved Surface Inspection Fee $7,433.67 $7,433.67 Paid 06/15/2017
9110071-Site Grading Fee $2,410.08 $2,410.08 Paid 06/15/2017
9110069-After Hours Inspections (Public Works)(Per Hour) $830.42 $830.42 Paid 10/26/2018
$900.00
Outstanding Fees Amount Paid Owing Date Paid
No outstanding fees.
Totals: $19,949.03 $19,949.03 $0.00


$0.00
Inspections
Inspection Outcome Requested Scheduled Date Inspected
Grading/Excavation/Fill Inspection Partial 7/11/2017 07/11/2017
PW-Misc
Informational
07/11/2017
Brice Lawson 07/11/2017 4:05 PM Gradeco Construction was working on grading, clearing and grubbing the site. They were working on the north diversion ditch. The road was free of debris.
Grading/Excavation/Fill Inspection Partial 7/12/2017 07/12/2017
PW-Misc
Informational
07/11/2017
Brice Lawson 07/11/2017 4:05 PM Gradeco Construction was working on grading, clearing and grubbing the site. They were working on the north diversion ditch. The road was free of debris.
PW-Misc
Informational
07/12/2017
Brice Lawson 07/12/2017 11:17 AM\ Gradeco Construction has been working separating the brush on site that they piled up. They have installed a diversion ditch on the north end of the site with rock checks in the ditch. They began a fill operation that appears to be on future lots 25 and 26 and east of the storm pipe outlet structure. They said that they have installed approx. 2.5' of fill in this area. They were using a sheeps foot to compact the fill after it was spread. I asked them to stop working on this fill because there was no testing being performed on the lifts of fill. Darrell Vaughn said he would have them stop the fill operation and he was aware that a testing lab should be on site.
Site Visit Complete 7/14/2017 07/14/2017
PW-Misc
Informational
07/14/2017
Brice Lawson 07/14/2017 2:45 PM There was no activity at this site. It appears that they have been grinding up brush. The road is free of debris.
Grading/Excavation/Fill Inspection Partial 7/18/2017 07/18/2017
PW-Misc
Informational
07/12/2017
Brice Lawson 07/11/2017 4:05 PM Gradeco Construction was working on grading, clearing and grubbing the site. They were working on the north diversion ditch. The road was free of debris.
PW-Misc
Informational
07/12/2017
Brice Lawson 07/12/2017 11:17 AM\ Gradeco Construction has been working separating the brush on site that they piled up. They have installed a diversion ditch on the north end of the site with rock checks in the ditch. They began a fill operation that appears to be on future lots 25 and 26 and east of the storm pipe outlet structure. They said that they have installed approx. 2.5' of fill in this area. They were using a sheeps foot to compact the fill after it was spread. I asked them to stop working on this fill because there was no testing being performed on the lifts of fill. Darrell Vaughn said he would have them stop the fill operation and he was aware that a testing lab should be on site.
PW-Misc
Informational
07/18/2017
Brice Lawson 07/18/2017 1:33 PM Gradeco Construction continues to perform cut and fill operations. It appears that they are working on lots #23 thru #27 and the north cul de sac. It appears that they are installing the material in lifts and compacting it with sheeps foot. They let me know that they are getting commpaction tests on each lift.
Erosion Control Inspection Failed 7/25/2017 07/25/2017
PW-Misc
Corrective Action Required
07/25/2017
Brice Lawson 07/25/2017 2:00 PM There are revisions to the original ESC plans. Install the ESC devices as shown on the revised set of plans. Repair the perimeter silt fence below temp. sediment trap #2. Add more stakes in this location.
Erosion Control Inspection Partial 7/26/2017 07/26/2017
PW-Misc
Partial Correction
07/26/2017
Brice Lawson 07/25/2017 2:00 PM There are revisions to the original ESC plans. Install the ESC devices as shown on the revised set of plans. Repair the perimeter silt fence below temp. sediment trap #2. Add more stakes in this location. Brice Lawson 07/26/2017 3:53 PM PARTIAL CORRECTION Gradeco construction made temp. sediment trap #2 larger and installed the 3rd sediment trap at the south end. They installed mulch berms below these sediment traps. They installed more rock to the three rock checks that are located in the north temparary diversion ditch. It appears that the ESC devices are effective. The silt fence below sediment trap #2 still needs new posts.
Erosion Control Inspection Failed 7/31/2017 08/01/2017
PW-Misc
Partial Correction
07/26/2017
Brice Lawson 07/25/2017 2:00 PM There are revisions to the original ESC plans. Install the ESC devices as shown on the revised set of plans. Repair the perimeter silt fence below temp. sediment trap #2. Add more stakes in this location. Brice Lawson 07/26/2017 3:53 PM PARTIAL CORRECTION Gradeco construction made temp. sediment trap #2 larger and installed the 3rd sediment trap at the south end. They installed mulch berms below these sediment traps. They installed more rock to the three rock checks that are located in the north temparary diversion ditch. It appears that the ESC devices are effective. The silt fence below sediment trap #2 still needs new posts.
PW-Devices for Erosion and Sediment Control
Corrective Action Required
08/01/2017
There are problems with the erosion control devices on your site. Brice Lawson 08/01/2017 12:13 PM An ESC inspection was performed on 7/31/17 Repair the rock checks that are located in the north diversion ditch. Repair the silt fence that is downstream of this ditch. It appears that the waterflow has knocked it down. Repair the east perimeter silt fence where it is layed over. Repair any broken posts. Repair the south perimeter silt fence where it is damaged.
Erosion Control Inspection Partial 8/8/2017 08/04/2017
PW-Misc
Resolved
08/04/2017
Brice Lawson 07/25/2017 2:00 PM There are revisions to the original ESC plans. Install the ESC devices as shown on the revised set of plans. Repair the perimeter silt fence below temp. sediment trap #2. Add more stakes in this location. Brice Lawson 07/26/2017 3:53 PM PARTIAL CORRECTION Gradeco construction made temp. sediment trap #2 larger and installed the 3rd sediment trap at the south end. They installed mulch berms below these sediment traps. They installed more rock to the three rock checks that are located in the north temparary diversion ditch. It appears that the ESC devices are effective. The silt fence below sediment trap #2 still needs new posts. Brice Lawson 08/04/2017 3:30 PM The posts have been installed. RESOLVED
PW-Devices for Erosion and Sediment Control
Partial Correction
08/04/2017
There are problems with the erosion control devices on your site. Brice Lawson 08/01/2017 12:13 PM An ESC inspection was performed on 7/31/17 Repair the rock checks that are located in the north diversion ditch. Repair the silt fence that is downstream of this ditch. It appears that the waterflow has knocked it down. Brice Lawson 08/04/2017 3:32 PM The rock checks in the diversion ditch have been repaired. The silt fence below this diversion ditch still needs to be repaired Repair the east perimeter silt fence where it is layed over. Repair any broken posts. Posts have been added to repair the east perimeter silt fence. Brice Lawson 08/04/2017 3:35 PM RESOLVED Repair the south perimeter silt fence where it is damaged. Brice Lawson 08/04/2017 3:31 PM Posts were added to the south silt fence and a mulch berm was added upstream from it as the silt fence is undermined in this area. RESOLVED
Erosion Control Inspection Failed 8/24/2017 08/24/2017
PW-Devices for Erosion and Sediment Control
Resolved
10/23/2017
There are problems with the erosion control devices on your site. Brice Lawson 08/01/2017 12:13 PM An ESC inspection was performed on 7/31/17 Repair the rock checks that are located in the north diversion ditch. Repair the silt fence that is downstream of this ditch. It appears that the waterflow has knocked it down. Brice Lawson 08/04/2017 3:32 PM The rock checks in the diversion ditch have been repaired. The silt fence below this diversion ditch still needs to be repaired Repair the east perimeter silt fence where it is layed over. Repair any broken posts. Posts have been added to repair the east perimeter silt fence. Brice Lawson 08/04/2017 3:35 PM RESOLVED Repair the south perimeter silt fence where it is damaged. Brice Lawson 08/04/2017 3:31 PM Posts were added to the south silt fence and a mulch berm was added upstream from it as the silt fence is undermined in this area. RESOLVED
PW-Misc
Resolved
10/23/2017
Brice Lawson 08/24/2017 3:10 PM A portion of the silt fence below temporary sediment trap #2 is knocked down. It appears that silt is leaving the site at this location. Make necessary repairs to the silt fence and possible add rock checks above the silt fence. Brice Lawson 10/23/2017 10:33 AM The silt fence has been repaired and a berm of large rock was added just above this silt fence. Large rock has been added to the rock berm for sediment trap #2.
Erosion Control Inspection Partial 8/29/2017 at 11:00 AM 08/29/2017
PW-Devices for Erosion and Sediment Control
Resolved
08/29/2017
There are problems with the erosion control devices on your site. Brice Lawson 08/01/2017 12:13 PM An ESC inspection was performed on 7/31/17 Repair the rock checks that are located in the north diversion ditch. Repair the silt fence that is downstream of this ditch. It appears that the waterflow has knocked it down. Brice Lawson 08/04/2017 3:32 PM The rock checks in the diversion ditch have been repaired. The silt fence below this diversion ditch still needs to be repaired Brice Lawson 08/29/2017 12:33 PM The silt fence has been repaired. RESOLVED Repair the east perimeter silt fence where it is layed over. Repair any broken posts. Posts have been added to repair the east perimeter silt fence. Brice Lawson 08/04/2017 3:35 PM RESOLVED Repair the south perimeter silt fence where it is damaged. Brice Lawson 08/04/2017 3:31 PM Posts were added to the south silt fence and a mulch berm was added upstream from it as the silt fence is undermined in this area. RESOLVED
PW-Misc
Resolved
08/29/2017
Brice Lawson 08/24/2017 3:10 PM A portion of the silt fence below temporary sediment trap #2 is knocked down. It appears that silt is leaving the site at this location. Make necessary repairs to the silt fence and possible add rock checks above the silt fence. Brice Lawson 08/29/2017 12:34 PM Gradeco repaired the east perimeter fence, the rock checks in the north diversion ditch, the rock berm at temp. sed. trap #1, and the silt fence below temp. sediment trap #2. The ESC devices on site appear to be effective.
Site Visit Complete 8/31/2017 at 11:50 AM 08/31/2017
Informational
08/31/2017
Brice Lawson 08/31/2017 11:52 AM There is no construction activity at this site. It appears that Gradeco has excavated in the ROW to locate existing utilities where the road will tie into SW Raintree Pkwy. An orange construction fence has been installed around this area.
Site Visit Complete 9/1/2017 at 1:13 PM 09/01/2017
PW-Misc
Informational
09/01/2017
Brice Lawson 09/01/2017 1:14 PM There is no activity at this site. The street is free of debris.
Site Visit Complete 9/5/2017 at 3:31 PM 09/05/2017
Informational
09/05/2017
Brice Lawson 09/05/2017 3:51 PM There is no activity at this site. The street is free of debris.
Site Visit Complete 9/14/2017 at 2:36 PM 09/14/2017
PW-Misc
Informational
09/14/2017
Brice Lawson 09/14/2017 2:36 PM Darrel Vaughn with Gradeco informed me that he is no longer working on this project. He said he will not be finishing this project. I am going to meet him on Monday to go over the plans that he needs to go over with me.
Site Visit Complete 10/23/2017 at 10:48 AM 10/23/2017
Informational
10/23/2017
Brice Lawson 10/23/2017 10:20 AM A full set of plans have been delivered to George with Precision Construction.
Erosion Control Inspection Partial 10/23/2017 at 10:05 AM 10/23/2017
Informational
10/23/2017
Brice Lawson 10/23/2017 10:35 AM The ESC devices for this site appear to be effective. I do not see any signs of silt leaving this site. The road of free of debris.
Sanitary Sewer Construction Inspection Partial 11/6/2017 at 3:50 PM 11/06/2017
Corrective Action Required
11/06/2017
Brice Lawson 11/06/2017 4:04 PM Precision had the existing City MH 64-003 core drilled to accept a 8" pipe. Properly seal the hole and install the manhole cover.
Sanitary Sewer Construction Inspection Partial 11/16/2017 at 8:00 AM 11/16/2017
PW-Main inspection
Informational
11/16/2017
Brice Lawson 11/16/2017 10:46 AM Precision broke an existing 21" I/D sanitary main that is approx. 11' west of the existing 20" PVC force main located at STA. 1+36.30. This was damaged when they were excavating to install the proposed 8" sewer pipe between MH 1-A1 and existing MH 64-003. Barry Parks with LBVSD came on site and confirmed that this damaged DI pipe is an abandoned LBVSD sewer pipe. He said he is ok if the pipe is plugged on each side of the broken area.
Sanitary Sewer Construction Inspection Partial 11/17/2017 at 1:45 PM 11/17/2017
PW-Main inspection
Informational
11/16/2017
Brice Lawson 11/16/2017 10:46 AM Precision broke an existing 21" I/D sanitary main that is approx. 11' west of the existing 20" PVC force main located at STA. 1+36.30. This was damaged when they were excavating to install the proposed 8" sewer pipe between MH 1-A1 and existing MH 64-003. Barry Parks with LBVSD came on site and confirmed that this damaged DI pipe is an abandoned LBVSD sewer pipe. He said he is ok if the pipe is plugged on each side of the broken area.
PW-Main inspection
Informational
11/17/2017
Brice Lawson 11/17/2017 2:06 PM Precision is excavating the sanitary trench between proposed MH 1-A1 and the existing City MH 1-A1. Rock has been encountered in this trench and is being broke up with a stinger attachment.
Sanitary Sewer Construction Inspection Partial 11/20/2017 at 2:46 PM 11/20/2017
PW-Main inspection
Informational
11/17/2017
Brice Lawson 11/16/2017 10:46 AM Precision broke an existing 21" I/D sanitary main that is approx. 11' west of the existing 20" PVC force main located at STA. 1+36.30. This was damaged when they were excavating to install the proposed 8" sewer pipe between MH 1-A1 and existing MH 64-003. Barry Parks with LBVSD came on site and confirmed that this damaged DI pipe is an abandoned LBVSD sewer pipe. He said he is ok if the pipe is plugged on each side of the broken area.
PW-Main inspection
Informational
11/17/2017
Brice Lawson 11/17/2017 2:06 PM Precision is excavating the sanitary trench between proposed MH 1-A1 and the existing City MH 1-A1. Rock has been encountered in this trench and is being broke up with a stinger attachment.
PW-Main inspection
Informational
11/20/2017
Brice Lawson 11/20/2017 3:15 PM Precision has installed the base for MH 1-A1. The 8" SDR 26 sewer main has been installed from MH 1-A1 to the existing City MH 64-003. A Press Seal PSX manhole connector was used at the connection to the City MH. It appears that full sticks of pipe have been used except at the closure at the MH. The pipe has been bedded in clean rock.
Site Visit Complete 11/22/2017 11/22/2017
PW-Misc
Informational
11/22/2017
Brice Lawson 11/22/2017 4:10 PM Precision continues to excavate the sanitary trench between MH 1-A2 and MH 1-A3. I reminded them to install construction fence around the trenches.
Sanitary Sewer Construction Inspection Partial 11/24/2017 at 1:10 PM 11/24/2017
PW-Main inspection
Informational
11/20/2017
Brice Lawson 11/16/2017 10:46 AM Precision broke an existing 21" I/D sanitary main that is approx. 11' west of the existing 20" PVC force main located at STA. 1+36.30. This was damaged when they were excavating to install the proposed 8" sewer pipe between MH 1-A1 and existing MH 64-003. Barry Parks with LBVSD came on site and confirmed that this damaged DI pipe is an abandoned LBVSD sewer pipe. He said he is ok if the pipe is plugged on each side of the broken area.
PW-Main inspection
Informational
11/20/2017
Brice Lawson 11/17/2017 2:06 PM Precision is excavating the sanitary trench between proposed MH 1-A1 and the existing City MH 1-A1. Rock has been encountered in this trench and is being broke up with a stinger attachment.
PW-Main inspection
Informational
11/20/2017
Brice Lawson 11/20/2017 3:15 PM Precision has installed the base for MH 1-A1. The 8" SDR 26 sewer main has been installed from MH 1-A1 to the existing City MH 64-003. It appears that full sticks of pipe have been used except at the closure at the MH. The pipe has been bedded in clean rock.
PW-Main inspection
Corrective Action Required
11/24/2017
Brice Lawson 11/24/2017 2:23 PM Precision has plugged both sides of the damaged LBVSD 21" DI sanitary main. This pipe was damaged while excavating the sewer trench at approx. STA. 1+37 on sanitary sewer line 1-A. LBVSD confirmed that the DI pipe has been abandoned and that it was fine to plug the pipe. The 8" SDR 26 sewer main pipe has been installed from MH 1-A1 to MH 1-A2. The pipe has been bedded in clear rock. It appears that there is at least 6" of clearance from the O/D of pipe to the trench walls. The service wye fittings have been installed for lots 10 and 11. The wye fittings are 4' 8" from center of wye opening to cener of wye opening. I will check with W/U to see if this seperation is acceptable.
Site Visit Complete 11/27/2017 at 11:05 AM 11/27/2017
PW-Misc
Informational
11/27/2017
Brice Lawson 11/27/2017 11:27 AM Precision is excavating a trench to install the sanitary main between MH 1-A2 and MH 1-A3.
Sanitary Sewer Construction Inspection Partial 11/28/2017 at 10:45 AM 11/28/2017
PW-Main inspection
Informational
11/24/2017
Brice Lawson 11/16/2017 10:46 AM Precision broke an existing 21" I/D sanitary main that is approx. 11' west of the existing 20" PVC force main located at STA. 1+36.30. This was damaged when they were excavating to install the proposed 8" sewer pipe between MH 1-A1 and existing MH 64-003. Barry Parks with LBVSD came on site and confirmed that this damaged DI pipe is an abandoned LBVSD sewer pipe. He said he is ok if the pipe is plugged on each side of the broken area.
PW-Main inspection
Informational
11/24/2017
Brice Lawson 11/17/2017 2:06 PM Precision is excavating the sanitary trench between proposed MH 1-A1 and the existing City MH 1-A1. Rock has been encountered in this trench and is being broke up with a stinger attachment.
PW-Main inspection
Informational
11/24/2017
Brice Lawson 11/20/2017 3:15 PM Precision has installed the base for MH 1-A1. The 8" SDR 26 sewer main has been installed from MH 1-A1 to the existing City MH 64-003. It appears that full sticks of pipe have been used except at the closure at the MH. The pipe has been bedded in clean rock.
PW-Main inspection
Resolved
11/27/2017
Brice Lawson 11/24/2017 2:23 PM Precision has plugged both sides of the damaged LBVSD 21" DI sanitary main. This pipe was damaged while excavating the sewer trench at approx. STA. 1+37 on sanitary sewer line 1-A. LBVSD confirmed that the DI pipe has been abandoned and that it was fine to plug the pipe. The 8" SDR 26 sewer main pipe has been installed from MH 1-A1 to MH 1-A2. The pipe has been bedded in clear rock. It appears that there is at least 6" of clearance from the O/D of pipe to the trench walls. The service wye fittings have been installed for lots 10 and 11. The wye fittings are 4' 8" from center of wye opening to cener of wye opening. I will check with W/U to see if this seperation is acceptable. Brice Lawson 11/27/2017 11:25 AM Water Utilities said this seperation will be acceptable. I let the contractor know that there should be a distance of 4' between the wye fittings.
PW-Main inspection
Informational
11/28/2017
Brice Lawson 11/28/2017 11:16 AM Precision has installed the base for MH 1-A3. The 8" sanitary main has been installed from MH 1-A2 to MH 1-A3. The service wyes have been installed for lots 6,7,8,9,12 and 13. The pipe is being bedded and covered with clean gravel.
Site Visit Complete 11/28/2017 at 2:30 PM 11/28/2017
PW-Misc
Informational
11/28/2017
Brice Lawson 11/28/2017 4:05 PM Precision continues to excavate the sanitary main trench between MH 1-A4 and MH 1-A3.
Site Visit Complete 11/29/2017 at 10:00 AM 11/29/2017
PW-Misc
Informational
11/29/2017
Brice Lawson 11/29/2017 10:52 AM Precision is working on excavating the sanitary main and lateral trenches.
Sanitary Sewer Construction Inspection Partial 11/30/2017 at 3:00 PM 11/30/2017
PW-Main inspection
Informational
11/28/2017
Brice Lawson 11/16/2017 10:46 AM Precision broke an existing 21" I/D sanitary main that is approx. 11' west of the existing 20" PVC force main located at STA. 1+36.30. This was damaged when they were excavating to install the proposed 8" sewer pipe between MH 1-A1 and existing MH 64-003. Barry Parks with LBVSD came on site and confirmed that this damaged DI pipe is an abandoned LBVSD sewer pipe. He said he is ok if the pipe is plugged on each side of the broken area.
PW-Main inspection
Informational
11/28/2017
Brice Lawson 11/17/2017 2:06 PM Precision is excavating the sanitary trench between proposed MH 1-A1 and the existing City MH 1-A1. Rock has been encountered in this trench and is being broke up with a stinger attachment.
PW-Main inspection
Informational
11/28/2017
Brice Lawson 11/20/2017 3:15 PM Precision has installed the base for MH 1-A1. The 8" SDR 26 sewer main has been installed from MH 1-A1 to the existing City MH 64-003. It appears that full sticks of pipe have been used except at the closure at the MH. The pipe has been bedded in clean rock.
PW-Main inspection
Informational
11/28/2017
Brice Lawson 11/28/2017 11:16 AM Precision has installed the base for MH 1-A3. The 8" sanitary main has been installed from MH 1-A2 to MH 1-A3. The service wyes have been installed for lots 6,7,8,9,12 and 13. The pipe is being bedded and covered with clean gravel.
PW-Main inspection
Informational
11/30/2017
Brice Lawson 11/30/2017 3:40 PM Precision has installed the concrete cradle for the outside drop assembley outside of MH 1-A1. The Stubs and tracer wires have been installed for lots 6, 9, 10, and 11. The flowable fill trench checks have been installed on the stubs for lots 10 and 11. 4" SDR 26 pipe is being used for the stubs. The pipes are being bedded in clean rock.
Sanitary Sewer Construction Inspection Partial 12/1/2017 at 11:20 AM 12/01/2017
PW-Main inspection
Informational
11/30/2017
Brice Lawson 11/16/2017 10:46 AM Precision broke an existing 21" I/D sanitary main that is approx. 11' west of the existing 20" PVC force main located at STA. 1+36.30. This was damaged when they were excavating to install the proposed 8" sewer pipe between MH 1-A1 and existing MH 64-003. Barry Parks with LBVSD came on site and confirmed that this damaged DI pipe is an abandoned LBVSD sewer pipe. He said he is ok if the pipe is plugged on each side of the broken area.
PW-Main inspection
Informational
11/30/2017
Brice Lawson 11/17/2017 2:06 PM Precision is excavating the sanitary trench between proposed MH 1-A1 and the existing City MH 1-A1. Rock has been encountered in this trench and is being broke up with a stinger attachment.
PW-Main inspection
Informational
11/30/2017
Brice Lawson 11/20/2017 3:15 PM Precision has installed the base for MH 1-A1. The 8" SDR 26 sewer main has been installed from MH 1-A1 to the existing City MH 64-003. It appears that full sticks of pipe have been used except at the closure at the MH. The pipe has been bedded in clean rock.
PW-Main inspection
Informational
11/30/2017
Brice Lawson 11/28/2017 11:16 AM Precision has installed the base for MH 1-A3. The 8" sanitary main has been installed from MH 1-A2 to MH 1-A3. The service wyes have been installed for lots 6,7,8,9,12 and 13. The pipe is being bedded and covered with clean gravel.
PW-Main inspection
Informational
11/30/2017
Brice Lawson 11/30/2017 3:40 PM Precision has installed the concrete cradle for the outside drop assembley outside of MH 1-A1. The Stubs and tracer wires have been installed for lots 6, 9, 10, and 11. The flowable fill trench checks have been installed on the stubs for lots 10 and 11. 4" SDR 26 pipe is being used for the stubs. The pipes are being bedded in clean rock.
PW-Main inspection
Informational
12/01/2017
Brice Lawson 12/01/2017 11:51 AM Precision is working on the sanitary main between just north of MH 1-A3. The stubs for lots 6,7,8,9 and 12 have been installed. The trench checks for lots 6,8,9,12 and 13 have been installed.
Sanitary Sewer Construction Inspection Partial 12/5/2017 at 2:20 PM 12/05/2017
PW-Main inspection
Informational
12/01/2017
Brice Lawson 11/16/2017 10:46 AM Precision broke an existing 21" I/D sanitary main that is approx. 11' west of the existing 20" PVC force main located at STA. 1+36.30. This was damaged when they were excavating to install the proposed 8" sewer pipe between MH 1-A1 and existing MH 64-003. Barry Parks with LBVSD came on site and confirmed that this damaged DI pipe is an abandoned LBVSD sewer pipe. He said he is ok if the pipe is plugged on each side of the broken area.
PW-Main inspection
Informational
12/01/2017
Brice Lawson 11/17/2017 2:06 PM Precision is excavating the sanitary trench between proposed MH 1-A1 and the existing City MH 1-A1. Rock has been encountered in this trench and is being broke up with a stinger attachment.
PW-Main inspection
Informational
12/01/2017
Brice Lawson 11/20/2017 3:15 PM Precision has installed the base for MH 1-A1. The 8" SDR 26 sewer main has been installed from MH 1-A1 to the existing City MH 64-003. It appears that full sticks of pipe have been used except at the closure at the MH. The pipe has been bedded in clean rock.
PW-Main inspection
Informational
12/01/2017
Brice Lawson 11/28/2017 11:16 AM Precision has installed the base for MH 1-A3. The 8" sanitary main has been installed from MH 1-A2 to MH 1-A3. The service wyes have been installed for lots 6,7,8,9,12 and 13. The pipe is being bedded and covered with clean gravel.
PW-Main inspection
Informational
12/01/2017
Brice Lawson 11/30/2017 3:40 PM Precision has installed the concrete cradle for the outside drop assembley outside of MH 1-A1. The Stubs and tracer wires have been installed for lots 6, 9, 10, and 11. The flowable fill trench checks have been installed on the stubs for lots 10 and 11. 4" SDR 26 pipe is being used for the stubs. The pipes are being bedded in clean rock.
PW-Main inspection
Informational
12/01/2017
Brice Lawson 12/01/2017 11:51 AM Precision is working on the sanitary main between just north of MH 1-A3. The stubs for lots 6,7,8,9 and 12 have been installed. The trench checks for lots 6,8,9,12 and 13 have been installed.
PW-Main inspection
Informational
12/05/2017
Brice Lawson 12/05/2017 4:26 PM Precision has installed the 8" sanitary main from MH 1-A3 to the wye at STA. 7+60. The main is being bedded in clean rock. The wye fittings were installed for lots 5, 14,15,16 and 17. The tracer wire and stubs have been installed for lots 14, 15 and 16. The stubs and main trenches from the tie in to existing MH to MH 1-A3 have been partially backfilled. It appears that the trenches are being backfilled and compacted in lifts with a sheepsfoot style compactor. It appears that the trenches are at least 5' wide. There is a testing lab on site taking compaction tests every 50' on the main and on the stub crossings across the road.
Sanitary Sewer Construction Inspection Partial 12/8/2017 at 10:30 AM 12/08/2017
PW-Main inspection
Informational
12/05/2017
Brice Lawson 11/16/2017 10:46 AM Precision broke an existing 21" I/D sanitary main that is approx. 11' west of the existing 20" PVC force main located at STA. 1+36.30. This was damaged when they were excavating to install the proposed 8" sewer pipe between MH 1-A1 and existing MH 64-003. Barry Parks with LBVSD came on site and confirmed that this damaged DI pipe is an abandoned LBVSD sewer pipe. He said he is ok if the pipe is plugged on each side of the broken area.
PW-Main inspection
Informational
12/05/2017
Brice Lawson 11/17/2017 2:06 PM Precision is excavating the sanitary trench between proposed MH 1-A1 and the existing City MH 1-A1. Rock has been encountered in this trench and is being broke up with a stinger attachment.
PW-Main inspection
Informational
12/05/2017
Brice Lawson 11/20/2017 3:15 PM Precision has installed the base for MH 1-A1. The 8" SDR 26 sewer main has been installed from MH 1-A1 to the existing City MH 64-003. It appears that full sticks of pipe have been used except at the closure at the MH. The pipe has been bedded in clean rock.
PW-Main inspection
Informational
12/05/2017
Brice Lawson 11/28/2017 11:16 AM Precision has installed the base for MH 1-A3. The 8" sanitary main has been installed from MH 1-A2 to MH 1-A3. The service wyes have been installed for lots 6,7,8,9,12 and 13. The pipe is being bedded and covered with clean gravel.
PW-Main inspection
Informational
12/05/2017
Brice Lawson 11/30/2017 3:40 PM Precision has installed the concrete cradle for the outside drop assembley outside of MH 1-A1. The Stubs and tracer wires have been installed for lots 6, 9, 10, and 11. The flowable fill trench checks have been installed on the stubs for lots 10 and 11. 4" SDR 26 pipe is being used for the stubs. The pipes are being bedded in clean rock.
PW-Main inspection
Informational
12/05/2017
Brice Lawson 12/01/2017 11:51 AM Precision is working on the sanitary main between just north of MH 1-A3. The stubs for lots 6,7,8,9 and 12 have been installed. The trench checks for lots 6,8,9,12 and 13 have been installed.
PW-Main inspection
Informational
12/05/2017
Brice Lawson 12/05/2017 4:26 PM Precision has installed the 8" sanitary main from MH 1-A3 to the wye at STA. 7+60. The main is being bedded in clean rock. The wye fittings were installed for lots 5, 14,15,16 and 17. The tracer wire and stubs have been installed for lots 14, 15 and 16. The stubs and main trenches from the tie in to existing MH to MH 1-A3 have been partially backfilled. It appears that the trenches are being backfilled and compacted in lifts with a sheepsfoot style compactor. It appears that the trenches are at least 5' wide. There is a testing lab on site taking compaction tests every 50' on the main and on the stub crossings across the road.
PW-Main inspection
Informational
12/08/2017
Brice Lawson 12/08/2017 11:28 AM The 8" sanitary main has been installed on line 1-A from STA. 7+60 to MH 1-A4. The base for MH 1-A4 has been installed. The stubs and tracers wires appear to be installed from MH 1-A3 to MH 1-A4. The 8" SDR 26 main has been installed from MH 1-A4 to approx. STA. 3+20 on line 1-B. Some of the wyes and stubs have been installed. Tracer wires are being installed with the stubs. Areas for trench checks have been excavated. It appears that the pipes are being bedded in clean rock. The sanitary main between MH 1-A3 and MH 1-A4 is being backfilled. A sheepsfoot style compactor is being used to compact the soil. The trenches appear to be about 5' wide. KCTE is on site to perform moisture density testing. I let Daniel Bryant with KCTE know that the moisture content for soil backfill of the trenches is +/- 2%.
Sanitary Sewer Construction Inspection Partial 12/11/2017 at 2:55 PM 12/11/2017
PW-Main inspection
Informational
12/08/2017
Brice Lawson 11/16/2017 10:46 AM Precision broke an existing 21" I/D sanitary main that is approx. 11' west of the existing 20" PVC force main located at STA. 1+36.30. This was damaged when they were excavating to install the proposed 8" sewer pipe between MH 1-A1 and existing MH 64-003. Barry Parks with LBVSD came on site and confirmed that this damaged DI pipe is an abandoned LBVSD sewer pipe. He said he is ok if the pipe is plugged on each side of the broken area.
PW-Main inspection
Informational
12/08/2017
Brice Lawson 11/17/2017 2:06 PM Precision is excavating the sanitary trench between proposed MH 1-A1 and the existing City MH 1-A1. Rock has been encountered in this trench and is being broke up with a stinger attachment.
PW-Main inspection
Informational
12/08/2017
Brice Lawson 11/20/2017 3:15 PM Precision has installed the base for MH 1-A1. The 8" SDR 26 sewer main has been installed from MH 1-A1 to the existing City MH 64-003. It appears that full sticks of pipe have been used except at the closure at the MH. The pipe has been bedded in clean rock.
PW-Main inspection
Informational
12/08/2017
Brice Lawson 11/28/2017 11:16 AM Precision has installed the base for MH 1-A3. The 8" sanitary main has been installed from MH 1-A2 to MH 1-A3. The service wyes have been installed for lots 6,7,8,9,12 and 13. The pipe is being bedded and covered with clean gravel.
PW-Main inspection
Informational
12/08/2017
Brice Lawson 11/30/2017 3:40 PM Precision has installed the concrete cradle for the outside drop assembley outside of MH 1-A1. The Stubs and tracer wires have been installed for lots 6, 9, 10, and 11. The flowable fill trench checks have been installed on the stubs for lots 10 and 11. 4" SDR 26 pipe is being used for the stubs. The pipes are being bedded in clean rock.
PW-Main inspection
Informational
12/08/2017
Brice Lawson 12/01/2017 11:51 AM Precision is working on the sanitary main between just north of MH 1-A3. The stubs for lots 6,7,8,9 and 12 have been installed. The trench checks for lots 6,8,9,12 and 13 have been installed.
PW-Main inspection
Informational
12/08/2017
Brice Lawson 12/05/2017 4:26 PM Precision has installed the 8" sanitary main from MH 1-A3 to the wye at STA. 7+60. The main is being bedded in clean rock. The wye fittings were installed for lots 5, 14,15,16 and 17. The tracer wire and stubs have been installed for lots 14, 15 and 16. The stubs and main trenches from the tie in to existing MH to MH 1-A3 have been partially backfilled. It appears that the trenches are being backfilled and compacted in lifts with a sheepsfoot style compactor. It appears that the trenches are at least 5' wide. There is a testing lab on site taking compaction tests every 50' on the main and on the stub crossings across the road.
PW-Main inspection
Informational
12/08/2017
Brice Lawson 12/08/2017 11:28 AM The 8" sanitary main has been installed on line 1-A from STA. 7+60 to MH 1-A4. The base for MH 1-A4 has been installed. The stubs and tracers wires appear to be installed from MH 1-A3 to MH 1-A4. The 8" SDR 26 main has been installed from MH 1-A4 to approx. STA. 3+20 on line 1-B. Some of the wyes and stubs have been installed. Tracer wires are being installed with the stubs. Areas for trench checks have been excavated. It appears that the pipes are being bedded in clean rock. The sanitary main between MH 1-A3 and MH 1-A4 is being backfilled. A sheepsfoot style compactor is being used to compact the soil. The trenches appear to be about 5' wide. KCTE is on site to perform moisture density testing. I let Daniel Bryant with KCTE know that the moisture content for soil backfill of the trenches is +/- 2%.
PW-Main inspection
Informational
12/11/2017
Brice Lawson 12/11/2017 3:41 PM The 8" SDR 26 sewer main has been installed from MH 1-A4 to approx. STA. 9+16. The pipe has been bedded in clean rock. The wye fitting, tracer wire and stub have been installed for lot 18.
Grading/Excavation/Fill Inspection Partial 12/11/2017 at 3:26 PM 12/11/2017
PW-Misc
Informational
07/18/2017
Brice Lawson 07/11/2017 4:05 PM Gradeco Construction was working on grading, clearing and grubbing the site. They were working on the north diversion ditch. The road was free of debris.
PW-Misc
Informational
07/18/2017
Brice Lawson 07/12/2017 11:17 AM\ Gradeco Construction has been working separating the brush on site that they piled up. They have installed a diversion ditch on the north end of the site with rock checks in the ditch. They began a fill operation that appears to be on future lots 25 and 26 and east of the storm pipe outlet structure. They said that they have installed approx. 2.5' of fill in this area. They were using a sheeps foot to compact the fill after it was spread. I asked them to stop working on this fill because there was no testing being performed on the lifts of fill. Darrell Vaughn said he would have them stop the fill operation and he was aware that a testing lab should be on site.
PW-Misc
Informational
07/18/2017
Brice Lawson 07/18/2017 1:33 PM Gradeco Construction continues to perform cut and fill operations. It appears that they are working on lots #23 thru #27 and the north cul de sac. It appears that they are installing the material in lifts and compacting it with sheeps foot. They let me know that they are getting commpaction tests on each lift.
PW-Misc
Informational
12/11/2017
Brice Lawson 12/11/2017 4:24 PM The sanitary sewer main and stub trenches have been backfilled to what appears to be existing grade from existing MH at 1+00 on line 1 to MH 1-A1, from MH 1-A1 to MH 1-A2, and from MH 1-A2 to MH 1-A3. The sanitary main and stub trenches from MH 1-A3 to MH 1-A4 are partially backfilled. It appears that the soil is being placed and compacted in the trench in lifts. It appears that the sanitary main and stub trenches from MH 1-A4 to MH 1-B1 are being backfilled and compacted in lifts. KCTE is on site performing moisture/density testing on the trench backfill. They let me know that the moisture/density tests are passing and he has noticed that the large rocks are being culled from the soil and stockpiled. He has not noticed any large rocks being placed in the trench backfill.
Sanitary Sewer Construction Inspection Partial 12/12/2017 at 2:55 PM 12/12/2017
PW-Main inspection
Informational
12/11/2017
Brice Lawson 11/16/2017 10:46 AM Precision broke an existing 21" I/D sanitary main that is approx. 11' west of the existing 20" PVC force main located at STA. 1+36.30. This was damaged when they were excavating to install the proposed 8" sewer pipe between MH 1-A1 and existing MH 64-003. Barry Parks with LBVSD came on site and confirmed that this damaged DI pipe is an abandoned LBVSD sewer pipe. He said he is ok if the pipe is plugged on each side of the broken area.
PW-Main inspection
Informational
12/11/2017
Brice Lawson 11/17/2017 2:06 PM Precision is excavating the sanitary trench between proposed MH 1-A1 and the existing City MH 1-A1. Rock has been encountered in this trench and is being broke up with a stinger attachment.
PW-Main inspection
Informational
12/11/2017
Brice Lawson 11/20/2017 3:15 PM Precision has installed the base for MH 1-A1. The 8" SDR 26 sewer main has been installed from MH 1-A1 to the existing City MH 64-003. It appears that full sticks of pipe have been used except at the closure at the MH. The pipe has been bedded in clean rock.
PW-Main inspection
Informational
12/11/2017
Brice Lawson 11/28/2017 11:16 AM Precision has installed the base for MH 1-A3. The 8" sanitary main has been installed from MH 1-A2 to MH 1-A3. The service wyes have been installed for lots 6,7,8,9,12 and 13. The pipe is being bedded and covered with clean gravel.
PW-Main inspection
Informational
12/11/2017
Brice Lawson 11/30/2017 3:40 PM Precision has installed the concrete cradle for the outside drop assembley outside of MH 1-A1. The Stubs and tracer wires have been installed for lots 6, 9, 10, and 11. The flowable fill trench checks have been installed on the stubs for lots 10 and 11. 4" SDR 26 pipe is being used for the stubs. The pipes are being bedded in clean rock.
PW-Main inspection
Informational
12/11/2017
Brice Lawson 12/01/2017 11:51 AM Precision is working on the sanitary main between just north of MH 1-A3. The stubs for lots 6,7,8,9 and 12 have been installed. The trench checks for lots 6,8,9,12 and 13 have been installed.
PW-Main inspection
Informational
12/11/2017
Brice Lawson 12/05/2017 4:26 PM Precision has installed the 8" sanitary main from MH 1-A3 to the wye at STA. 7+60. The main is being bedded in clean rock. The wye fittings were installed for lots 5, 14,15,16 and 17. The tracer wire and stubs have been installed for lots 14, 15 and 16. The stubs and main trenches from the tie in to existing MH to MH 1-A3 have been partially backfilled. It appears that the trenches are being backfilled and compacted in lifts with a sheepsfoot style compactor. It appears that the trenches are at least 5' wide. There is a testing lab on site taking compaction tests every 50' on the main and on the stub crossings across the road.
PW-Main inspection
Informational
12/11/2017
Brice Lawson 12/08/2017 11:28 AM The 8" sanitary main has been installed on line 1-A from STA. 7+60 to MH 1-A4. The base for MH 1-A4 has been installed. The stubs and tracers wires appear to be installed from MH 1-A3 to MH 1-A4. The 8" SDR 26 main has been installed from MH 1-A4 to approx. STA. 3+20 on line 1-B. Some of the wyes and stubs have been installed. Tracer wires are being installed with the stubs. Areas for trench checks have been excavated. It appears that the pipes are being bedded in clean rock. The sanitary main between MH 1-A3 and MH 1-A4 is being backfilled. A sheepsfoot style compactor is being used to compact the soil. The trenches appear to be about 5' wide. KCTE is on site to perform moisture density testing. I let Daniel Bryant with KCTE know that the moisture content for soil backfill of the trenches is +/- 2%.
PW-Main inspection
Informational
12/11/2017
Brice Lawson 12/11/2017 3:41 PM The 8" SDR 26 sewer main has been installed from MH 1-A4 to approx. STA. 9+16. The pipe has been bedded in clean rock. The wye fitting, tracer wire and stub have been installed for lot 18.
PW-Main inspection
Informational
12/12/2017
Brice Lawson 12/12/2017 4:14 PM Precision has installed the base for MH 1-A5.The 8" sanitary main has been installed from STA. 9+35 to MH 1-A5. The stub wye and tracer wire have been installed for lots 19 and 29. The 8" sanitary main has been installed from MH 1-A5 to approx. STA. 10+65. The wye fitting has been installed for lot 28. The pipe is being bedded in clean rock. KCTE was on site performing moisture/denstity testing on the sanitary trench backfill. On 12/11 a SDR 35 wye was installed for lot 19. Precision assured me that the SDR 35 wyes and 45 bend fittings were only installed at lot 19. They removed the wye and installed a SDR 26 wye and removed the rest of the SDR 35 wyes from the site.
Sanitary Sewer Construction Inspection Partial 12/13/2017 at 2:40 PM 12/13/2017
PW-Main inspection
Informational
12/12/2017
Brice Lawson 11/16/2017 10:46 AM Precision broke an existing 21" I/D sanitary main that is approx. 11' west of the existing 20" PVC force main located at STA. 1+36.30. This was damaged when they were excavating to install the proposed 8" sewer pipe between MH 1-A1 and existing MH 64-003. Barry Parks with LBVSD came on site and confirmed that this damaged DI pipe is an abandoned LBVSD sewer pipe. He said he is ok if the pipe is plugged on each side of the broken area.
PW-Main inspection
Informational
12/12/2017
Brice Lawson 11/17/2017 2:06 PM Precision is excavating the sanitary trench between proposed MH 1-A1 and the existing City MH 1-A1. Rock has been encountered in this trench and is being broke up with a stinger attachment.
PW-Main inspection
Informational
12/12/2017
Brice Lawson 11/20/2017 3:15 PM Precision has installed the base for MH 1-A1. The 8" SDR 26 sewer main has been installed from MH 1-A1 to the existing City MH 64-003. It appears that full sticks of pipe have been used except at the closure at the MH. The pipe has been bedded in clean rock.
PW-Main inspection
Informational
12/12/2017
Brice Lawson 11/28/2017 11:16 AM Precision has installed the base for MH 1-A3. The 8" sanitary main has been installed from MH 1-A2 to MH 1-A3. The service wyes have been installed for lots 6,7,8,9,12 and 13. The pipe is being bedded and covered with clean gravel.
PW-Main inspection
Informational
12/12/2017
Brice Lawson 11/30/2017 3:40 PM Precision has installed the concrete cradle for the outside drop assembley outside of MH 1-A1. The Stubs and tracer wires have been installed for lots 6, 9, 10, and 11. The flowable fill trench checks have been installed on the stubs for lots 10 and 11. 4" SDR 26 pipe is being used for the stubs. The pipes are being bedded in clean rock.
PW-Main inspection
Informational
12/12/2017
Brice Lawson 12/01/2017 11:51 AM Precision is working on the sanitary main between just north of MH 1-A3. The stubs for lots 6,7,8,9 and 12 have been installed. The trench checks for lots 6,8,9,12 and 13 have been installed.
PW-Main inspection
Informational
12/12/2017
Brice Lawson 12/05/2017 4:26 PM Precision has installed the 8" sanitary main from MH 1-A3 to the wye at STA. 7+60. The main is being bedded in clean rock. The wye fittings were installed for lots 5, 14,15,16 and 17. The tracer wire and stubs have been installed for lots 14, 15 and 16. The stubs and main trenches from the tie in to existing MH to MH 1-A3 have been partially backfilled. It appears that the trenches are being backfilled and compacted in lifts with a sheepsfoot style compactor. It appears that the trenches are at least 5' wide. There is a testing lab on site taking compaction tests every 50' on the main and on the stub crossings across the road.
PW-Main inspection
Informational
12/12/2017
Brice Lawson 12/08/2017 11:28 AM The 8" sanitary main has been installed on line 1-A from STA. 7+60 to MH 1-A4. The base for MH 1-A4 has been installed. The stubs and tracers wires appear to be installed from MH 1-A3 to MH 1-A4. The 8" SDR 26 main has been installed from MH 1-A4 to approx. STA. 3+20 on line 1-B. Some of the wyes and stubs have been installed. Tracer wires are being installed with the stubs. Areas for trench checks have been excavated. It appears that the pipes are being bedded in clean rock. The sanitary main between MH 1-A3 and MH 1-A4 is being backfilled. A sheepsfoot style compactor is being used to compact the soil. The trenches appear to be about 5' wide. KCTE is on site to perform moisture density testing. I let Daniel Bryant with KCTE know that the moisture content for soil backfill of the trenches is +/- 2%.
PW-Main inspection
Informational
12/12/2017
Brice Lawson 12/11/2017 3:41 PM The 8" SDR 26 sewer main has been installed from MH 1-A4 to approx. STA. 9+16. The pipe has been bedded in clean rock. The wye fitting, tracer wire and stub have been installed for lot 18.
PW-Main inspection
Informational
12/12/2017
Brice Lawson 12/12/2017 4:14 PM Precision has installed the base for MH 1-A5.The 8" sanitary main has been installed from STA. 9+35 to MH 1-A5. The stub wye and tracer wire have been installed for lots 19 and 29. The 8" sanitary main has been installed from MH 1-A5 to approx. STA. 10+65. The wye fitting has been installed for lot 28. The pipe is being bedded in clean rock. KCTE was on site performing moisture/denstity testing on the sanitary trench backfill. On 12/11 a SDR 35 wye was installed for lot 19. Precision assured me that the SDR 35 wyes and 45 bend fittings were only installed at lot 19. They removed the wye and installed a SDR 26 wye and removed the rest of the SDR 35 wyes from the site.
PW-Main inspection
Informational
12/13/2017
-------------------------------------- Brice Lawson 12/13/2017 3:09 PM Precision has installed the 8" SDR 26 sanitary main from approx. STA. 10+65 to the wye fitting at STA. 11+36 on line 1-A. The sewer stubs, wyes and tracer wires have been installed for lots 27, 28, 20 and 21. The rebar cage has been installed for the encasement at STA. 10+47. The rebar cage appeared to be installed in a typical manner. The crew was getting ready to install the concrete. They plan to use a vibrator.
Sanitary Sewer Construction Inspection Partial 12/14/2017 at 2:30 PM 12/14/2017
PW-Main inspection
Informational
12/13/2017
Brice Lawson 11/16/2017 10:46 AM Precision broke an existing 21" I/D sanitary main that is approx. 11' west of the existing 20" PVC force main located at STA. 1+36.30. This was damaged when they were excavating to install the proposed 8" sewer pipe between MH 1-A1 and existing MH 64-003. Barry Parks with LBVSD came on site and confirmed that this damaged DI pipe is an abandoned LBVSD sewer pipe. He said he is ok if the pipe is plugged on each side of the broken area.
PW-Main inspection
Informational
12/13/2017
Brice Lawson 11/17/2017 2:06 PM Precision is excavating the sanitary trench between proposed MH 1-A1 and the existing City MH 1-A1. Rock has been encountered in this trench and is being broke up with a stinger attachment.
PW-Main inspection
Informational
12/13/2017
Brice Lawson 11/20/2017 3:15 PM Precision has installed the base for MH 1-A1. The 8" SDR 26 sewer main has been installed from MH 1-A1 to the existing City MH 64-003. It appears that full sticks of pipe have been used except at the closure at the MH. The pipe has been bedded in clean rock.
PW-Main inspection
Informational
12/13/2017
Brice Lawson 11/28/2017 11:16 AM Precision has installed the base for MH 1-A3. The 8" sanitary main has been installed from MH 1-A2 to MH 1-A3. The service wyes have been installed for lots 6,7,8,9,12 and 13. The pipe is being bedded and covered with clean gravel.
PW-Main inspection
Informational
12/13/2017
Brice Lawson 11/30/2017 3:40 PM Precision has installed the concrete cradle for the outside drop assembley outside of MH 1-A1. The Stubs and tracer wires have been installed for lots 6, 9, 10, and 11. The flowable fill trench checks have been installed on the stubs for lots 10 and 11. 4" SDR 26 pipe is being used for the stubs. The pipes are being bedded in clean rock.
PW-Main inspection
Informational
12/13/2017
Brice Lawson 12/01/2017 11:51 AM Precision is working on the sanitary main between just north of MH 1-A3. The stubs for lots 6,7,8,9 and 12 have been installed. The trench checks for lots 6,8,9,12 and 13 have been installed.
PW-Main inspection
Informational
12/13/2017
Brice Lawson 12/05/2017 4:26 PM Precision has installed the 8" sanitary main from MH 1-A3 to the wye at STA. 7+60. The main is being bedded in clean rock. The wye fittings were installed for lots 5, 14,15,16 and 17. The tracer wire and stubs have been installed for lots 14, 15 and 16. The stubs and main trenches from the tie in to existing MH to MH 1-A3 have been partially backfilled. It appears that the trenches are being backfilled and compacted in lifts with a sheepsfoot style compactor. It appears that the trenches are at least 5' wide. There is a testing lab on site taking compaction tests every 50' on the main and on the stub crossings across the road.
PW-Main inspection
Informational
12/13/2017
Brice Lawson 12/08/2017 11:28 AM The 8" sanitary main has been installed on line 1-A from STA. 7+60 to MH 1-A4. The base for MH 1-A4 has been installed. The stubs and tracers wires appear to be installed from MH 1-A3 to MH 1-A4. The 8" SDR 26 main has been installed from MH 1-A4 to approx. STA. 3+20 on line 1-B. Some of the wyes and stubs have been installed. Tracer wires are being installed with the stubs. Areas for trench checks have been excavated. It appears that the pipes are being bedded in clean rock. The sanitary main between MH 1-A3 and MH 1-A4 is being backfilled. A sheepsfoot style compactor is being used to compact the soil. The trenches appear to be about 5' wide. KCTE is on site to perform moisture density testing. I let Daniel Bryant with KCTE know that the moisture content for soil backfill of the trenches is +/- 2%.
PW-Main inspection
Informational
12/13/2017
Brice Lawson 12/11/2017 3:41 PM The 8" SDR 26 sewer main has been installed from MH 1-A4 to approx. STA. 9+16. The pipe has been bedded in clean rock. The wye fitting, tracer wire and stub have been installed for lot 18.
PW-Main inspection
Informational
12/13/2017
Brice Lawson 12/12/2017 4:14 PM Precision has installed the base for MH 1-A5.The 8" sanitary main has been installed from STA. 9+35 to MH 1-A5. The stub wye and tracer wire have been installed for lots 19 and 29. The 8" sanitary main has been installed from MH 1-A5 to approx. STA. 10+65. The wye fitting has been installed for lot 28. The pipe is being bedded in clean rock. KCTE was on site performing moisture/denstity testing on the sanitary trench backfill. On 12/11 a SDR 35 wye was installed for lot 19. Precision assured me that the SDR 35 wyes and 45 bend fittings were only installed at lot 19. They removed the wye and installed a SDR 26 wye and removed the rest of the SDR 35 wyes from the site.
PW-Main inspection
Informational
12/13/2017
-------------------------------------- Brice Lawson 12/13/2017 3:09 PM Precision has installed the 8" SDR 26 sanitary main from approx. STA. 10+65 to the wye fitting at STA. 11+36 on line 1-A. The sewer stubs, wyes and tracer wires have been installed for lots 27, 28, 20 and 21. The rebar cage has been installed for the encasement at STA. 10+47. The rebar cage appeared to be installed in a typical manner. The crew was getting ready to install the concrete. They plan to use a vibrator.
PW-Main inspection
Informational
12/14/2017
Brice Lawson 12/14/2017 4:38 PM Precision has installed the 8" sanitary main for line 1-A from STA. 11+36 to MH 1-A6. The 8" sanitary main has been installed from MH 1-A6 to the wye fitting located at STA. 12+93. The stubs have been installed for lots 23, 24 and 26. The trench check has been installed for lot 24. It appeared the pipes are being bedded and covered with clean rock. The sewer main and stub trenches are being backfilled between MH 1-A4 and MH 1-A6. It appears that the fill is being placed in lifts and compacted with a sheepsfoot style compactor. KCTE is on site performing moisture density testing on the backfill. The crew was getting ready to install MH 1-A7 and the stub for lot 25.
Sanitary Sewer Construction Inspection Partial 12/19/2017 at 2:40 PM 12/19/2017
PW-Main inspection
Informational
12/14/2017
Brice Lawson 11/16/2017 10:46 AM Precision broke an existing 21" I/D sanitary main that is approx. 11' west of the existing 20" PVC force main located at STA. 1+36.30. This was damaged when they were excavating to install the proposed 8" sewer pipe between MH 1-A1 and existing MH 64-003. Barry Parks with LBVSD came on site and confirmed that this damaged DI pipe is an abandoned LBVSD sewer pipe. He said he is ok if the pipe is plugged on each side of the broken area.
PW-Main inspection
Informational
12/14/2017
Brice Lawson 11/17/2017 2:06 PM Precision is excavating the sanitary trench between proposed MH 1-A1 and the existing City MH 1-A1. Rock has been encountered in this trench and is being broke up with a stinger attachment.
PW-Main inspection
Informational
12/14/2017
Brice Lawson 11/20/2017 3:15 PM Precision has installed the base for MH 1-A1. The 8" SDR 26 sewer main has been installed from MH 1-A1 to the existing City MH 64-003. It appears that full sticks of pipe have been used except at the closure at the MH. The pipe has been bedded in clean rock.
PW-Main inspection
Informational
12/14/2017
Brice Lawson 11/28/2017 11:16 AM Precision has installed the base for MH 1-A3. The 8" sanitary main has been installed from MH 1-A2 to MH 1-A3. The service wyes have been installed for lots 6,7,8,9,12 and 13. The pipe is being bedded and covered with clean gravel.
PW-Main inspection
Informational
12/14/2017
Brice Lawson 11/30/2017 3:40 PM Precision has installed the concrete cradle for the outside drop assembley outside of MH 1-A1. The Stubs and tracer wires have been installed for lots 6, 9, 10, and 11. The flowable fill trench checks have been installed on the stubs for lots 10 and 11. 4" SDR 26 pipe is being used for the stubs. The pipes are being bedded in clean rock.
PW-Main inspection
Informational
12/14/2017
Brice Lawson 12/01/2017 11:51 AM Precision is working on the sanitary main between just north of MH 1-A3. The stubs for lots 6,7,8,9 and 12 have been installed. The trench checks for lots 6,8,9,12 and 13 have been installed.
PW-Main inspection
Informational
12/14/2017
Brice Lawson 12/05/2017 4:26 PM Precision has installed the 8" sanitary main from MH 1-A3 to the wye at STA. 7+60. The main is being bedded in clean rock. The wye fittings were installed for lots 5, 14,15,16 and 17. The tracer wire and stubs have been installed for lots 14, 15 and 16. The stubs and main trenches from the tie in to existing MH to MH 1-A3 have been partially backfilled. It appears that the trenches are being backfilled and compacted in lifts with a sheepsfoot style compactor. It appears that the trenches are at least 5' wide. There is a testing lab on site taking compaction tests every 50' on the main and on the stub crossings across the road.
PW-Main inspection
Informational
12/14/2017
Brice Lawson 12/08/2017 11:28 AM The 8" sanitary main has been installed on line 1-A from STA. 7+60 to MH 1-A4. The base for MH 1-A4 has been installed. The stubs and tracers wires appear to be installed from MH 1-A3 to MH 1-A4. The 8" SDR 26 main has been installed from MH 1-A4 to approx. STA. 3+20 on line 1-B. Some of the wyes and stubs have been installed. Tracer wires are being installed with the stubs. Areas for trench checks have been excavated. It appears that the pipes are being bedded in clean rock. The sanitary main between MH 1-A3 and MH 1-A4 is being backfilled. A sheepsfoot style compactor is being used to compact the soil. The trenches appear to be about 5' wide. KCTE is on site to perform moisture density testing. I let Daniel Bryant with KCTE know that the moisture content for soil backfill of the trenches is +/- 2%.
PW-Main inspection
Informational
12/14/2017
Brice Lawson 12/11/2017 3:41 PM The 8" SDR 26 sewer main has been installed from MH 1-A4 to approx. STA. 9+16. The pipe has been bedded in clean rock. The wye fitting, tracer wire and stub have been installed for lot 18.
PW-Main inspection
Informational
12/14/2017
Brice Lawson 12/12/2017 4:14 PM Precision has installed the base for MH 1-A5.The 8" sanitary main has been installed from STA. 9+35 to MH 1-A5. The stub wye and tracer wire have been installed for lots 19 and 29. The 8" sanitary main has been installed from MH 1-A5 to approx. STA. 10+65. The wye fitting has been installed for lot 28. The pipe is being bedded in clean rock. KCTE was on site performing moisture/denstity testing on the sanitary trench backfill. On 12/11 a SDR 35 wye was installed for lot 19. Precision assured me that the SDR 35 wyes and 45 bend fittings were only installed at lot 19. They removed the wye and installed a SDR 26 wye and removed the rest of the SDR 35 wyes from the site.
PW-Main inspection
Informational
12/14/2017
-------------------------------------- Brice Lawson 12/13/2017 3:09 PM Precision has installed the 8" SDR 26 sanitary main from approx. STA. 10+65 to the wye fitting at STA. 11+36 on line 1-A. The sewer stubs, wyes and tracer wires have been installed for lots 27, 28, 20 and 21. The rebar cage has been installed for the encasement at STA. 10+47. The rebar cage appeared to be installed in a typical manner. The crew was getting ready to install the concrete. They plan to use a vibrator.
PW-Main inspection
Informational
12/14/2017
Brice Lawson 12/14/2017 4:38 PM Precision has installed the 8" sanitary main for line 1-A from STA. 11+36 to MH 1-A6. The 8" sanitary main has been installed from MH 1-A6 to the wye fitting located at STA. 12+93. The stubs have been installed for lots 23, 24 and 26. The trench check has been installed for lot 24. It appeared the pipes are being bedded and covered with clean rock. The sewer main and stub trenches are being backfilled between MH 1-A4 and MH 1-A6. It appears that the fill is being placed in lifts and compacted with a sheepsfoot style compactor. KCTE is on site performing moisture density testing on the backfill. The crew was getting ready to install MH 1-A7 and the stub for lot 25.
PW-Main inspection
Informational
12/19/2017
Brice Lawson 12/19/2017 3:31 PM The sewer stub and tracer wire for lot 25 have been installed. This has been partially backfilled. The base for MH 1-C1 has been installed on a bed of clean rock. Approx. 75' of 12" SDR 26 sewer main has been installed in clean rock from this manhole towards MH 1-C2. It appears that the pipe is being bedded and covered with clean rock.
Storm Sewer Construction Inspection Partial 12/19/2017 at 3:15 PM 12/19/2017
PW-Storm Sewer Inspection
Informational
12/19/2017
Brice Lawson 12/19/2017 3:55 PM CI 1-20E and CI 1-20D have been installed on a bed of clean rock. The 15" ADS HDPE storm pipe has been installed between these curb inlets. The pipe has been bedded on clean rock. The inverts, interior and exterior collars have been installed at these curb inlets. Approx. 130' of the 18" ADS HDPE has been installed in the trench but it has not been covered with rock.
Storm Sewer Construction Inspection Partial 12/20/2017 at 3:05 PM 12/20/2017
PW-Storm Sewer Inspection
Informational
12/19/2017
Brice Lawson 12/19/2017 3:55 PM CI 1-20E and CI 1-20D have been installed on a bed of clean rock. The 15" ADS HDPE storm pipe has been installed between these curb inlets. The pipe has been bedded on clean rock. The inverts, interior and exterior collars have been installed at these curb inlets. Approx. 130' of the 18" ADS HDPE has been installed in the trench but it has not been covered with rock.
PW-Storm Sewer Inspection
Informational
12/20/2017
Brice Lawson 12/20/2017 3:22 PM The 130' of 18" HDPE from CI 1-20D towards CI 1-20C has been bedded and covered with clean rock.
Sanitary Sewer Construction Inspection Partial 12/20/2017 at 3:16 PM 12/20/2017
PW-Main inspection
Informational
12/19/2017
Brice Lawson 11/16/2017 10:46 AM Precision broke an existing 21" I/D sanitary main that is approx. 11' west of the existing 20" PVC force main located at STA. 1+36.30. This was damaged when they were excavating to install the proposed 8" sewer pipe between MH 1-A1 and existing MH 64-003. Barry Parks with LBVSD came on site and confirmed that this damaged DI pipe is an abandoned LBVSD sewer pipe. He said he is ok if the pipe is plugged on each side of the broken area.
PW-Main inspection
Informational
12/19/2017
Brice Lawson 11/17/2017 2:06 PM Precision is excavating the sanitary trench between proposed MH 1-A1 and the existing City MH 1-A1. Rock has been encountered in this trench and is being broke up with a stinger attachment.
PW-Main inspection
Informational
12/19/2017
Brice Lawson 11/20/2017 3:15 PM Precision has installed the base for MH 1-A1. The 8" SDR 26 sewer main has been installed from MH 1-A1 to the existing City MH 64-003. It appears that full sticks of pipe have been used except at the closure at the MH. The pipe has been bedded in clean rock.
PW-Main inspection
Informational
12/19/2017
Brice Lawson 11/28/2017 11:16 AM Precision has installed the base for MH 1-A3. The 8" sanitary main has been installed from MH 1-A2 to MH 1-A3. The service wyes have been installed for lots 6,7,8,9,12 and 13. The pipe is being bedded and covered with clean gravel.
PW-Main inspection
Informational
12/19/2017
Brice Lawson 11/30/2017 3:40 PM Precision has installed the concrete cradle for the outside drop assembley outside of MH 1-A1. The Stubs and tracer wires have been installed for lots 6, 9, 10, and 11. The flowable fill trench checks have been installed on the stubs for lots 10 and 11. 4" SDR 26 pipe is being used for the stubs. The pipes are being bedded in clean rock.
PW-Main inspection
Informational
12/19/2017
Brice Lawson 12/01/2017 11:51 AM Precision is working on the sanitary main between just north of MH 1-A3. The stubs for lots 6,7,8,9 and 12 have been installed. The trench checks for lots 6,8,9,12 and 13 have been installed.
PW-Main inspection
Informational
12/19/2017
Brice Lawson 12/05/2017 4:26 PM Precision has installed the 8" sanitary main from MH 1-A3 to the wye at STA. 7+60. The main is being bedded in clean rock. The wye fittings were installed for lots 5, 14,15,16 and 17. The tracer wire and stubs have been installed for lots 14, 15 and 16. The stubs and main trenches from the tie in to existing MH to MH 1-A3 have been partially backfilled. It appears that the trenches are being backfilled and compacted in lifts with a sheepsfoot style compactor. It appears that the trenches are at least 5' wide. There is a testing lab on site taking compaction tests every 50' on the main and on the stub crossings across the road.
PW-Main inspection
Informational
12/19/2017
Brice Lawson 12/08/2017 11:28 AM The 8" sanitary main has been installed on line 1-A from STA. 7+60 to MH 1-A4. The base for MH 1-A4 has been installed. The stubs and tracers wires appear to be installed from MH 1-A3 to MH 1-A4. The 8" SDR 26 main has been installed from MH 1-A4 to approx. STA. 3+20 on line 1-B. Some of the wyes and stubs have been installed. Tracer wires are being installed with the stubs. Areas for trench checks have been excavated. It appears that the pipes are being bedded in clean rock. The sanitary main between MH 1-A3 and MH 1-A4 is being backfilled. A sheepsfoot style compactor is being used to compact the soil. The trenches appear to be about 5' wide. KCTE is on site to perform moisture density testing. I let Daniel Bryant with KCTE know that the moisture content for soil backfill of the trenches is +/- 2%.
PW-Main inspection
Informational
12/19/2017
Brice Lawson 12/11/2017 3:41 PM The 8" SDR 26 sewer main has been installed from MH 1-A4 to approx. STA. 9+16. The pipe has been bedded in clean rock. The wye fitting, tracer wire and stub have been installed for lot 18.
PW-Main inspection
Informational
12/19/2017
Brice Lawson 12/12/2017 4:14 PM Precision has installed the base for MH 1-A5.The 8" sanitary main has been installed from STA. 9+35 to MH 1-A5. The stub wye and tracer wire have been installed for lots 19 and 29. The 8" sanitary main has been installed from MH 1-A5 to approx. STA. 10+65. The wye fitting has been installed for lot 28. The pipe is being bedded in clean rock. KCTE was on site performing moisture/denstity testing on the sanitary trench backfill. On 12/11 a SDR 35 wye was installed for lot 19. Precision assured me that the SDR 35 wyes and 45 bend fittings were only installed at lot 19. They removed the wye and installed a SDR 26 wye and removed the rest of the SDR 35 wyes from the site.
PW-Main inspection
Informational
12/19/2017
-------------------------------------- Brice Lawson 12/13/2017 3:09 PM Precision has installed the 8" SDR 26 sanitary main from approx. STA. 10+65 to the wye fitting at STA. 11+36 on line 1-A. The sewer stubs, wyes and tracer wires have been installed for lots 27, 28, 20 and 21. The rebar cage has been installed for the encasement at STA. 10+47. The rebar cage appeared to be installed in a typical manner. The crew was getting ready to install the concrete. They plan to use a vibrator.
PW-Main inspection
Informational
12/19/2017
Brice Lawson 12/14/2017 4:38 PM Precision has installed the 8" sanitary main for line 1-A from STA. 11+36 to MH 1-A6. The 8" sanitary main has been installed from MH 1-A6 to the wye fitting located at STA. 12+93. The stubs have been installed for lots 23, 24 and 26. The trench check has been installed for lot 24. It appeared the pipes are being bedded and covered with clean rock. The sewer main and stub trenches are being backfilled between MH 1-A4 and MH 1-A6. It appears that the fill is being placed in lifts and compacted with a sheepsfoot style compactor. KCTE is on site performing moisture density testing on the backfill. The crew was getting ready to install MH 1-A7 and the stub for lot 25.
PW-Main inspection
Informational
12/19/2017
Brice Lawson 12/19/2017 3:31 PM The sewer stub and tracer wire for lot 25 have been installed. This has been partially backfilled. The base for MH 1-C1 has been installed on a bed of clean rock. Approx. 75' of 12" SDR 26 sewer main has been installed in clean rock from this manhole towards MH 1-C2. It appears that the pipe is being bedded and covered with clean rock.
PW-Main inspection
Informational
12/20/2017
Brice Lawson 12/20/2017 3:25 PM Precision is installing the 12" SDR 26 sewer main pipe between MH 1-C1 and MH 1-C2. It appears that the pipe is being bedded and covered with clean rock. The existing MH 64-001 has been exposed in preparation of the bore to be completed.
Sanitary Sewer Construction Inspection Partial 12/22/2017 at 1:45 PM 12/22/2017
PW-Main inspection
Informational
12/20/2017
Brice Lawson 11/16/2017 10:46 AM Precision broke an existing 21" I/D sanitary main that is approx. 11' west of the existing 20" PVC force main located at STA. 1+36.30. This was damaged when they were excavating to install the proposed 8" sewer pipe between MH 1-A1 and existing MH 64-003. Barry Parks with LBVSD came on site and confirmed that this damaged DI pipe is an abandoned LBVSD sewer pipe. He said he is ok if the pipe is plugged on each side of the broken area.
PW-Main inspection
Informational
12/20/2017
Brice Lawson 11/17/2017 2:06 PM Precision is excavating the sanitary trench between proposed MH 1-A1 and the existing City MH 1-A1. Rock has been encountered in this trench and is being broke up with a stinger attachment.
PW-Main inspection
Informational
12/20/2017
Brice Lawson 11/20/2017 3:15 PM Precision has installed the base for MH 1-A1. The 8" SDR 26 sewer main has been installed from MH 1-A1 to the existing City MH 64-003. It appears that full sticks of pipe have been used except at the closure at the MH. The pipe has been bedded in clean rock.
PW-Main inspection
Informational
12/20/2017
Brice Lawson 11/28/2017 11:16 AM Precision has installed the base for MH 1-A3. The 8" sanitary main has been installed from MH 1-A2 to MH 1-A3. The service wyes have been installed for lots 6,7,8,9,12 and 13. The pipe is being bedded and covered with clean gravel.
PW-Main inspection
Informational
12/20/2017
Brice Lawson 11/30/2017 3:40 PM Precision has installed the concrete cradle for the outside drop assembley outside of MH 1-A1. The Stubs and tracer wires have been installed for lots 6, 9, 10, and 11. The flowable fill trench checks have been installed on the stubs for lots 10 and 11. 4" SDR 26 pipe is being used for the stubs. The pipes are being bedded in clean rock.
PW-Main inspection
Informational
12/20/2017
Brice Lawson 12/01/2017 11:51 AM Precision is working on the sanitary main between just north of MH 1-A3. The stubs for lots 6,7,8,9 and 12 have been installed. The trench checks for lots 6,8,9,12 and 13 have been installed.
PW-Main inspection
Informational
12/20/2017
Brice Lawson 12/05/2017 4:26 PM Precision has installed the 8" sanitary main from MH 1-A3 to the wye at STA. 7+60. The main is being bedded in clean rock. The wye fittings were installed for lots 5, 14,15,16 and 17. The tracer wire and stubs have been installed for lots 14, 15 and 16. The stubs and main trenches from the tie in to existing MH to MH 1-A3 have been partially backfilled. It appears that the trenches are being backfilled and compacted in lifts with a sheepsfoot style compactor. It appears that the trenches are at least 5' wide. There is a testing lab on site taking compaction tests every 50' on the main and on the stub crossings across the road.
PW-Main inspection
Informational
12/20/2017
Brice Lawson 12/08/2017 11:28 AM The 8" sanitary main has been installed on line 1-A from STA. 7+60 to MH 1-A4. The base for MH 1-A4 has been installed. The stubs and tracers wires appear to be installed from MH 1-A3 to MH 1-A4. The 8" SDR 26 main has been installed from MH 1-A4 to approx. STA. 3+20 on line 1-B. Some of the wyes and stubs have been installed. Tracer wires are being installed with the stubs. Areas for trench checks have been excavated. It appears that the pipes are being bedded in clean rock. The sanitary main between MH 1-A3 and MH 1-A4 is being backfilled. A sheepsfoot style compactor is being used to compact the soil. The trenches appear to be about 5' wide. KCTE is on site to perform moisture density testing. I let Daniel Bryant with KCTE know that the moisture content for soil backfill of the trenches is +/- 2%.
PW-Main inspection
Informational
12/20/2017
Brice Lawson 12/11/2017 3:41 PM The 8" SDR 26 sewer main has been installed from MH 1-A4 to approx. STA. 9+16. The pipe has been bedded in clean rock. The wye fitting, tracer wire and stub have been installed for lot 18.
PW-Main inspection
Informational
12/20/2017
Brice Lawson 12/12/2017 4:14 PM Precision has installed the base for MH 1-A5.The 8" sanitary main has been installed from STA. 9+35 to MH 1-A5. The stub wye and tracer wire have been installed for lots 19 and 29. The 8" sanitary main has been installed from MH 1-A5 to approx. STA. 10+65. The wye fitting has been installed for lot 28. The pipe is being bedded in clean rock. KCTE was on site performing moisture/denstity testing on the sanitary trench backfill. On 12/11 a SDR 35 wye was installed for lot 19. Precision assured me that the SDR 35 wyes and 45 bend fittings were only installed at lot 19. They removed the wye and installed a SDR 26 wye and removed the rest of the SDR 35 wyes from the site.
PW-Main inspection
Informational
12/20/2017
-------------------------------------- Brice Lawson 12/13/2017 3:09 PM Precision has installed the 8" SDR 26 sanitary main from approx. STA. 10+65 to the wye fitting at STA. 11+36 on line 1-A. The sewer stubs, wyes and tracer wires have been installed for lots 27, 28, 20 and 21. The rebar cage has been installed for the encasement at STA. 10+47. The rebar cage appeared to be installed in a typical manner. The crew was getting ready to install the concrete. They plan to use a vibrator.
PW-Main inspection
Informational
12/20/2017
Brice Lawson 12/14/2017 4:38 PM Precision has installed the 8" sanitary main for line 1-A from STA. 11+36 to MH 1-A6. The 8" sanitary main has been installed from MH 1-A6 to the wye fitting located at STA. 12+93. The stubs have been installed for lots 23, 24 and 26. The trench check has been installed for lot 24. It appeared the pipes are being bedded and covered with clean rock. The sewer main and stub trenches are being backfilled between MH 1-A4 and MH 1-A6. It appears that the fill is being placed in lifts and compacted with a sheepsfoot style compactor. KCTE is on site performing moisture density testing on the backfill. The crew was getting ready to install MH 1-A7 and the stub for lot 25.
PW-Main inspection
Informational
12/20/2017
Brice Lawson 12/19/2017 3:31 PM The sewer stub and tracer wire for lot 25 have been installed. This has been partially backfilled. The base for MH 1-C1 has been installed on a bed of clean rock. Approx. 75' of 12" SDR 26 sewer main has been installed in clean rock from this manhole towards MH 1-C2. It appears that the pipe is being bedded and covered with clean rock.
PW-Main inspection
Informational
12/22/2017
Brice Lawson 12/20/2017 3:25 PM Precision is installing the 12" SDR 26 sewer main pipe between MH 1-C1 and MH 1-C2. It appears that the pipe is being bedded and covered with clean rock. The existing MH 64-001 has been exposed in preparation of the bore to be completed.
PW-Main inspection
Informational
12/22/2017
Brice Lawson 12/22/2017 2:13 PM It appears that the 12" PVC sanitary main has been installed from approx. 2+15 to approx. STA. 4+24 on sanitary line 1-C. The existing manhole 62-001 has been core drilled and it appears that the 12" PVC sanitary main has been installed from this manhole to MH 1-C1. It appears that the pipe is being bedded and covered in clean rock. It appears that the gasket has been installed at the core hole. It appears that there is at least 6" between the core hole and the hole for the existing main.
Site Visit Complete 12/27/2017 at 10:20 AM 12/27/2017
PW-Misc
Informational
12/27/2017
Brice Lawson 12/27/2017 3:30 PM There is no activity at this site. The temperature is below 10 degrees.
Storm Sewer Construction Inspection Partial 1/9/2018 at 10:50 AM 01/09/2018
PW-Storm Sewer Inspection
Informational
12/20/2017
Brice Lawson 12/19/2017 3:55 PM CI 1-20E and CI 1-20D have been installed on a bed of clean rock. The 15" ADS HDPE storm pipe has been installed between these curb inlets. The pipe has been bedded on clean rock. The inverts, interior and exterior collars have been installed at these curb inlets. Approx. 130' of the 18" ADS HDPE has been installed in the trench but it has not been covered with rock.
PW-Storm Sewer Inspection
Informational
12/20/2017
Brice Lawson 12/20/2017 3:22 PM The 130' of 18" HDPE from CI 1-20D towards CI 1-20C has been bedded and covered with clean rock.
PW-Storm Sewer Inspection
Informational
01/09/2018
Brice Lawson 01/09/2018 11:39 AM Precision is installing the storm structures and HDPE storm pipe for storm lines 1-10 and 1-11. It appears that the pipes are being installed on a bed of clean rock. The bell ends are facing up hill. The hdpe pipe has been installed between CI 1-10C and MH 1-10B. The trench width is too narrow. I informed George of this and he said they plan to dig this trench wider.
Erosion Control Inspection Failed 1/9/2018 at 11:41 AM 01/09/2018
PW-Devices for Erosion and Sediment Control
Corrective Action Required
01/09/2018
There are problems with the erosion control devices on your site. Brice Lawson 01/09/2018 11:52 AM Repair/replace the damaged silt fence on the east side of the site. Install larger rock at the construction entrace. Remove all mud and debris that gets tracked onto the street from this site.
Erosion Control Inspection Partial 1/19/2018 at 1:45 PM 01/19/2018
PW-Devices for Erosion and Sediment Control
Partial Correction
01/19/2018
There are problems with the erosion control devices on your site. Brice Lawson 01/09/2018 11:52 AM Repair/replace the damaged silt fence on the east side of the site. Install larger rock at the construction entrace. Remove all mud and debris that gets tracked onto the street from this site. Partial Correction--Brice Lawson 01/19/2018 3:07 PM A construction entrance has been installed with larger rock.
PW-Misc
Corrective Action Required
01/19/2018
Brice Lawson 01/19/2018 3:09 PM Rock and mud has been tracked onto the street. Remove the rock and mud from the street. Traffic in and out of this site should use the construction entrance to elimate/reduce the rock and mud being tracked onto the street.
Site Visit Complete 1/19/2018 at 3:30 PM 01/19/2018
PW-Misc
Informational
01/19/2018
Brice Lawson 01/19/2018 3:56 PM Precision was removing water from the sanitary manhole trench around manhole 1-C2. They are begining to remove the mud and rock that has been tracked onto the road. I let them know that they need to do something different to try to keep from tracking debris onto the road.
Erosion Control Inspection Partial 1/23/2018 at 11:50 AM 01/22/2018
PW-Devices for Erosion and Sediment Control
Partial Correction
01/19/2018
There are problems with the erosion control devices on your site. Brice Lawson 01/09/2018 11:52 AM Repair/replace the damaged silt fence on the east side of the site. Install larger rock at the construction entrace. Remove all mud and debris that gets tracked onto the street from this site. Partial Correction--Brice Lawson 01/19/2018 3:07 PM A construction entrance has been installed with larger rock.
PW-Misc
Resolved
01/22/2018
Brice Lawson 01/19/2018 3:09 PM Rock and mud has been tracked onto the street. Remove the rock and mud from the street. Traffic in and out of this site should use the construction entrance to elimate/reduce the rock and mud being tracked onto the street. Brice Lawson 01/22/2018 12:38 PM The rock and debris have been removed from the street. I let the crew know that more large rock may need to be added to the entrance to help keep from tracking debris onto the street.
Sanitary Sewer Construction Inspection Partial 1/22/2018 at 12:01 PM 01/22/2018
PW-Main inspection
Informational
12/22/2017
Brice Lawson 11/16/2017 10:46 AM Precision broke an existing 21" I/D sanitary main that is approx. 11' west of the existing 20" PVC force main located at STA. 1+36.30. This was damaged when they were excavating to install the proposed 8" sewer pipe between MH 1-A1 and existing MH 64-003. Barry Parks with LBVSD came on site and confirmed that this damaged DI pipe is an abandoned LBVSD sewer pipe. He said he is ok if the pipe is plugged on each side of the broken area.
PW-Main inspection
Informational
12/22/2017
Brice Lawson 11/17/2017 2:06 PM Precision is excavating the sanitary trench between proposed MH 1-A1 and the existing City MH 1-A1. Rock has been encountered in this trench and is being broke up with a stinger attachment.
PW-Main inspection
Informational
12/22/2017
Brice Lawson 11/20/2017 3:15 PM Precision has installed the base for MH 1-A1. The 8" SDR 26 sewer main has been installed from MH 1-A1 to the existing City MH 64-003. It appears that full sticks of pipe have been used except at the closure at the MH. The pipe has been bedded in clean rock.
PW-Main inspection
Informational
12/22/2017
Brice Lawson 11/28/2017 11:16 AM Precision has installed the base for MH 1-A3. The 8" sanitary main has been installed from MH 1-A2 to MH 1-A3. The service wyes have been installed for lots 6,7,8,9,12 and 13. The pipe is being bedded and covered with clean gravel.
PW-Main inspection
Informational
12/22/2017
Brice Lawson 11/30/2017 3:40 PM Precision has installed the concrete cradle for the outside drop assembley outside of MH 1-A1. The Stubs and tracer wires have been installed for lots 6, 9, 10, and 11. The flowable fill trench checks have been installed on the stubs for lots 10 and 11. 4" SDR 26 pipe is being used for the stubs. The pipes are being bedded in clean rock.
PW-Main inspection
Informational
12/22/2017
Brice Lawson 12/01/2017 11:51 AM Precision is working on the sanitary main between just north of MH 1-A3. The stubs for lots 6,7,8,9 and 12 have been installed. The trench checks for lots 6,8,9,12 and 13 have been installed.
PW-Main inspection
Informational
12/22/2017
Brice Lawson 12/05/2017 4:26 PM Precision has installed the 8" sanitary main from MH 1-A3 to the wye at STA. 7+60. The main is being bedded in clean rock. The wye fittings were installed for lots 5, 14,15,16 and 17. The tracer wire and stubs have been installed for lots 14, 15 and 16. The stubs and main trenches from the tie in to existing MH to MH 1-A3 have been partially backfilled. It appears that the trenches are being backfilled and compacted in lifts with a sheepsfoot style compactor. It appears that the trenches are at least 5' wide. There is a testing lab on site taking compaction tests every 50' on the main and on the stub crossings across the road.
PW-Main inspection
Informational
12/22/2017
Brice Lawson 12/08/2017 11:28 AM The 8" sanitary main has been installed on line 1-A from STA. 7+60 to MH 1-A4. The base for MH 1-A4 has been installed. The stubs and tracers wires appear to be installed from MH 1-A3 to MH 1-A4. The 8" SDR 26 main has been installed from MH 1-A4 to approx. STA. 3+20 on line 1-B. Some of the wyes and stubs have been installed. Tracer wires are being installed with the stubs. Areas for trench checks have been excavated. It appears that the pipes are being bedded in clean rock. The sanitary main between MH 1-A3 and MH 1-A4 is being backfilled. A sheepsfoot style compactor is being used to compact the soil. The trenches appear to be about 5' wide. KCTE is on site to perform moisture density testing. I let Daniel Bryant with KCTE know that the moisture content for soil backfill of the trenches is +/- 2%.
PW-Main inspection
Informational
12/22/2017
Brice Lawson 12/11/2017 3:41 PM The 8" SDR 26 sewer main has been installed from MH 1-A4 to approx. STA. 9+16. The pipe has been bedded in clean rock. The wye fitting, tracer wire and stub have been installed for lot 18.
PW-Main inspection
Informational
12/22/2017
Brice Lawson 12/12/2017 4:14 PM Precision has installed the base for MH 1-A5.The 8" sanitary main has been installed from STA. 9+35 to MH 1-A5. The stub wye and tracer wire have been installed for lots 19 and 29. The 8" sanitary main has been installed from MH 1-A5 to approx. STA. 10+65. The wye fitting has been installed for lot 28. The pipe is being bedded in clean rock. KCTE was on site performing moisture/denstity testing on the sanitary trench backfill. On 12/11 a SDR 35 wye was installed for lot 19. Precision assured me that the SDR 35 wyes and 45 bend fittings were only installed at lot 19. They removed the wye and installed a SDR 26 wye and removed the rest of the SDR 35 wyes from the site.
PW-Main inspection
Informational
12/22/2017
-------------------------------------- Brice Lawson 12/13/2017 3:09 PM Precision has installed the 8" SDR 26 sanitary main from approx. STA. 10+65 to the wye fitting at STA. 11+36 on line 1-A. The sewer stubs, wyes and tracer wires have been installed for lots 27, 28, 20 and 21. The rebar cage has been installed for the encasement at STA. 10+47. The rebar cage appeared to be installed in a typical manner. The crew was getting ready to install the concrete. They plan to use a vibrator.
PW-Main inspection
Informational
12/22/2017
Brice Lawson 12/14/2017 4:38 PM Precision has installed the 8" sanitary main for line 1-A from STA. 11+36 to MH 1-A6. The 8" sanitary main has been installed from MH 1-A6 to the wye fitting located at STA. 12+93. The stubs have been installed for lots 23, 24 and 26. The trench check has been installed for lot 24. It appeared the pipes are being bedded and covered with clean rock. The sewer main and stub trenches are being backfilled between MH 1-A4 and MH 1-A6. It appears that the fill is being placed in lifts and compacted with a sheepsfoot style compactor. KCTE is on site performing moisture density testing on the backfill. The crew was getting ready to install MH 1-A7 and the stub for lot 25.
PW-Main inspection
Informational
12/22/2017
Brice Lawson 12/19/2017 3:31 PM The sewer stub and tracer wire for lot 25 have been installed. This has been partially backfilled. The base for MH 1-C1 has been installed on a bed of clean rock. Approx. 75' of 12" SDR 26 sewer main has been installed in clean rock from this manhole towards MH 1-C2. It appears that the pipe is being bedded and covered with clean rock.
PW-Main inspection
Informational
12/22/2017
Brice Lawson 12/20/2017 3:25 PM Precision is installing the 12" SDR 26 sewer main pipe between MH 1-C1 and MH 1-C2. It appears that the pipe is being bedded and covered with clean rock. The existing MH 64-001 has been exposed in preparation of the bore to be completed.
PW-Main inspection
Informational
12/22/2017
Brice Lawson 12/22/2017 2:13 PM It appears that the 12" PVC sanitary main has been installed from approx. 2+15 to approx. STA. 4+24 on sanitary line 1-C. The existing manhole 62-001 has been core drilled and it appears that the 12" PVC sanitary main has been installed from this manhole to MH 1-C1. It appears that the pipe is being bedded and covered in clean rock. It appears that the gasket has been installed at the core hole. It appears that there is at least 6" between the core hole and the hole for the existing main.
PW-Main inspection
Informational
01/22/2018
Brice Lawson 01/22/2018 12:41 PM Precision worked on Saturday 1/20/18 installing the remainder of the 12" sanitary main between MH 1-C2 and MH 1-C1. This was approx. 20' of main that was connected to MH 1-C2. Bedding rock is covering this section of pipe. It is raining today and there is a stream of water running into the excavated pit for the manhole. The manhole base has only been installed at this time.
Sanitary - Material Verification Passed 1/22/2018 at 2:30 PM 01/22/2018
Informational
01/22/2018
Brice Lawson 01/22/2018 2:45 PM SDR 26 PVC sewer pipe is being used for the mains. SDR 24 wye fittings have been supplied for the service wyes. 4" SDR 26 pipe has been supplied for the sanitary service stubs.
Miscellaneous PWORKS Inspection Partial 1/22/2018 at 2:45 PM 01/22/2018
PW-Misc
Informational
01/22/2018
Brice Lawson 01/22/2018 3:27 PM There is a steady stream of water that is entering the excavation pit for the proposed MH 64-172. The Water Dept. showed up to check to see of this could be a water leak. There is an existing sanitary line that parallels MH 64-172. I sent an email to Josh Roach to see if they could do a dye test on the existing sanitary main to see if this is where the water that is leaking into the excavation pit is coming from.
Miscellaneous PWORKS Inspection Partial 1/23/2018 at 11:00 AM 01/23/2018
PW-Misc
Informational
01/22/2018
Brice Lawson 01/22/2018 3:27 PM There is a steady stream of water that is entering the excavation pit for the proposed MH 64-172. The Water Dept. showed up to check to see of this could be a water leak. There is an existing sanitary line that parallels MH 64-172. I sent an email to Josh Roach to see if they could do a dye test on the existing sanitary main to see if this is where the water that is leaking into the excavation pit is coming from. Brice Lawson 01/23/2018 12:29 PM Water Dept. staff performed a dye test on the existing sanitary line and it does not appear the the water going into the excavation pit is from the sanitary main. Water Dept. staff also tested the ground water for chlorine and the test showed no chlorine. I am assuming that this is ground water entering this excavation pit.
Water - Material Verification Partial 1/23/2018 at 11:50 AM 01/23/2018
Informational
01/23/2018
Brice Lawson 01/23/2018 12:33 PM The fire hydrants on site are Mueller Super Centurian 5 1/4 barrel, C515, WP 350 The 6" gate valves for the hydrants are Mueller 2361 The water main pipe is North American Pipe 8" C900 DR18 PC235
Site Visit Complete 1/23/2018 at 12:21 PM 01/23/2018
PW-Misc
Informational
01/23/2018
Brice Lawson 01/23/2018 12:37 PM The crew is begining to excavate for the water main for line 1-1. The existing DI main was exposed at the tie-in location and it is approx. 48" below existing grade and approx. 4'3" from the back of the curb. They are requesting to move the proposed fire hydrant approx. 5' to avoid an existing power line. Kent is looking into this.
Storm Sewer Construction Inspection Partial 1/24/2018 at 9:00 AM 01/25/2018
PW-Storm Sewer Inspection
Informational
01/09/2018
Brice Lawson 12/19/2017 3:55 PM CI 1-20E and CI 1-20D have been installed on a bed of clean rock. The 15" ADS HDPE storm pipe has been installed between these curb inlets. The pipe has been bedded on clean rock. The inverts, interior and exterior collars have been installed at these curb inlets. Approx. 130' of the 18" ADS HDPE has been installed in the trench but it has not been covered with rock.
PW-Storm Sewer Inspection
Informational
01/09/2018
Brice Lawson 12/20/2017 3:22 PM The 130' of 18" HDPE from CI 1-20D towards CI 1-20C has been bedded and covered with clean rock.
PW-Storm Sewer Inspection
Informational
01/09/2018
Brice Lawson 01/09/2018 11:39 AM Precision is installing the storm structures and HDPE storm pipe for storm lines 1-10 and 1-11. It appears that the pipes are being installed on a bed of clean rock. The bell ends are facing up hill. The hdpe pipe has been installed between CI 1-10C and MH 1-10B. The trench width is too narrow. I informed George of this and he said they plan to dig this trench wider.
PW-Storm Sewer Inspection
Informational
01/25/2018
Tom Chandler 01/25/2018 7:21 AM Installed the remaining 30" HDPE pipe for line 1-10. Installed last section towards MH 1-10B. Did not backfill.
Storm Sewer Construction Inspection Partial 1/25/2018 at 2:45 PM 01/25/2018
PW-Storm Sewer Inspection
Informational
01/25/2018
Brice Lawson 12/19/2017 3:55 PM CI 1-20E and CI 1-20D have been installed on a bed of clean rock. The 15" ADS HDPE storm pipe has been installed between these curb inlets. The pipe has been bedded on clean rock. The inverts, interior and exterior collars have been installed at these curb inlets. Approx. 130' of the 18" ADS HDPE has been installed in the trench but it has not been covered with rock.
PW-Storm Sewer Inspection
Informational
01/25/2018
Brice Lawson 12/20/2017 3:22 PM The 130' of 18" HDPE from CI 1-20D towards CI 1-20C has been bedded and covered with clean rock.
PW-Storm Sewer Inspection
Informational
01/25/2018
Brice Lawson 01/09/2018 11:39 AM Precision is installing the storm structures and HDPE storm pipe for storm lines 1-10 and 1-11. It appears that the pipes are being installed on a bed of clean rock. The bell ends are facing up hill. The hdpe pipe has been installed between CI 1-10C and MH 1-10B. The trench width is too narrow. I informed George of this and he said they plan to dig this trench wider.
PW-Storm Sewer Inspection
Informational
01/25/2018
Tom Chandler 01/25/2018 7:21 AM Installed the remaining 30" HDPE pipe for line 1-10. Installed last section towards MH 1-10B. Did not backfill.
PW-Storm Sewer Inspection
Informational
01/25/2018
Tom Chandler 01/25/2018 4:40 PM Installed 53 ft. of 24" HDPE pipe from MH1-10E to MH 1-10F. Installed MH 1-10F as well. Installed MH 1-10F at station 5+86. Backfilled with rock and will pour collars and inverts on 1/26/2018.
Water - Material Verification Partial 1/29/2018 at 1:10 PM 01/29/2018
Informational
01/29/2018
Brice Lawson 01/29/2018 2:54 PM The 8" gate valves on site are Mueller 2361 The DI fittings on site appear to be FBE coated and are rated at 350 psi and comply with ANSI C153. Copperhead 12 AWG tracer wire that is for direct bury is on site 2" Water Line Marker tape is on site.
Water Line - Construction Inspection Partial 1/29/2018 at 1:45 PM 01/29/2018
PW-Main inspection
Informational
01/29/2018
Brice Lawson 01/29/2018 3:10 PM The contractor has began installing the 8" PVC water main for water main 1-1 from approx. STA. 1+36 towards the east. The pipe is being bedded in clean rock. The fire hydrant at STA. 1+91.45 has been moved to STA. 1+96.45 due to an existing power line. The hydrant has been set on a concrete block that is approx. 2' by 2'.
Water Line - Construction Inspection Partial 1/30/2018 at 12:00 PM 01/30/2018
PW-Main inspection
Informational
01/29/2018
Brice Lawson 01/29/2018 3:10 PM The contractor has began installing the 8" PVC water main for water main 1-1 from approx. STA. 1+36 towards the east. The pipe is being bedded in clean rock. The fire hydrant at STA. 1+91.45 has been moved to STA. 1+96.45 due to an existing power line. The hydrant has been set on a concrete block that is approx. 2' by 2'.
PW-Main inspection
Informational
01/30/2018
Brice Lawson 01/30/2018 4:04 PM Precision has installed 8" C900 PVC water main on line 1-1 from approx. STA. 2+60 to approx. STA. 3+52. An 8" Tee and 8" Mueller gate valve were installed with the valve on the west side of the tee. The 8" C900 water line has been installed from STA. 5+40 to approx. STA. 6+98.1. The pipe was connected to the tee fitting at STA. 6+98.1. The pipe is being bedded and covered with clean rock. The tracer wire is being taped to the top of the pipe. It is difficult to verify that the water line is being placed as shown on plans as there are very few off set stakes and no F/L elevations for the water main.
Water Line - Construction Inspection Partial 1/31/2018 at 1:00 PM 01/31/2018
PW-Main inspection
Informational
01/30/2018
Brice Lawson 01/29/2018 3:10 PM The contractor has began installing the 8" PVC water main for water main 1-1 from approx. STA. 1+36 towards the east. The pipe is being bedded in clean rock. The fire hydrant at STA. 1+91.45 has been moved to STA. 1+96.45 due to an existing power line. The hydrant has been set on a concrete block that is approx. 2' by 2'.
PW-Main inspection
Informational
01/30/2018
Brice Lawson 01/30/2018 4:04 PM Precision has installed 8" C900 PVC water main on line 1-1 from approx. STA. 2+60 to approx. STA. 3+52. An 8" Tee and 8" Mueller gate valve were installed with the valve on the west side of the tee. The 8" C900 water line has been installed from STA. 5+40 to approx. STA. 6+98.1. The pipe was connected to the tee fitting at STA. 6+98.1. The pipe is being bedded and covered with clean rock. The tracer wire is being taped to the top of the pipe. It is difficult to verify that the water line is being placed as shown on plans as there are very few off set stakes and no F/L elevations for the water main.
PW-Main inspection
Informational
01/31/2018
Brice Lawson 01/31/2018 1:28 PM Precision has installed the water main on line 1-2 from STA. 5+40 to STA.4+66.63. The fire hydrant and 6" gate valve have been installed at STA. 4+78.70. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. The water main is 4' to 5' below existing grade.
Water Line - Construction Inspection Partial 2/1/2018 at 4:00 PM 02/01/2018
PW-Main inspection
Informational
01/31/2018
Brice Lawson 01/29/2018 3:10 PM The contractor has began installing the 8" PVC water main for water main 1-1 from approx. STA. 1+36 towards the east. The pipe is being bedded in clean rock. The fire hydrant at STA. 1+91.45 has been moved to STA. 1+96.45 due to an existing power line. The hydrant has been set on a concrete block that is approx. 2' by 2'.
PW-Main inspection
Informational
01/31/2018
Brice Lawson 01/30/2018 4:04 PM Precision has installed 8" C900 PVC water main on line 1-1 from approx. STA. 2+60 to approx. STA. 3+52. An 8" Tee and 8" Mueller gate valve were installed with the valve on the west side of the tee. The 8" C900 water line has been installed from STA. 5+40 to approx. STA. 6+98.1. The pipe was connected to the tee fitting at STA. 6+98.1. The pipe is being bedded and covered with clean rock. The tracer wire is being taped to the top of the pipe. It is difficult to verify that the water line is being placed as shown on plans as there are very few off set stakes and no F/L elevations for the water main.
PW-Main inspection
Informational
01/31/2018
Brice Lawson 01/31/2018 1:28 PM Precision has installed the water main on line 1-2 from STA. 5+40 to STA.4+66.63. The fire hydrant and 6" gate valve have been installed at STA. 4+78.70. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. The water main is 4' to 5' below existing grade.
PW-Main inspection
Corrective Action Required
02/01/2018
Brice Lawson 02/01/2018 5:15 PM Precision installed the 8" C900 water main for line 1-2 from STA.4+66.63 to STA. 3+20 the 45 degree bends have been installed and have been wrapped with poly wrap and sealed with tape. It appears that the pipe is being bedded in clean rock and the tracer wire is installed above the pipe. Some of water line 1-2 has been backfilled without the marker tape. I let the contractor know to insall the tape and to call me so I can verify.
Water Line - Construction Inspection Partial 2/2/2018 at 10:30 AM 02/02/2018
PW-Main inspection
Informational
02/01/2018
Brice Lawson 01/29/2018 3:10 PM The contractor has began installing the 8" PVC water main for water main 1-1 from approx. STA. 1+36 towards the east. The pipe is being bedded in clean rock. The fire hydrant at STA. 1+91.45 has been moved to STA. 1+96.45 due to an existing power line. The hydrant has been set on a concrete block that is approx. 2' by 2'.
PW-Main inspection
Informational
02/01/2018
Brice Lawson 01/30/2018 4:04 PM Precision has installed 8" C900 PVC water main on line 1-1 from approx. STA. 2+60 to approx. STA. 3+52. An 8" Tee and 8" Mueller gate valve were installed with the valve on the west side of the tee. The 8" C900 water line has been installed from STA. 5+40 to approx. STA. 6+98.1. The pipe was connected to the tee fitting at STA. 6+98.1. The pipe is being bedded and covered with clean rock. The tracer wire is being taped to the top of the pipe. It is difficult to verify that the water line is being placed as shown on plans as there are very few off set stakes and no F/L elevations for the water main.
PW-Main inspection
Informational
02/01/2018
Brice Lawson 01/31/2018 1:28 PM Precision has installed the water main on line 1-2 from STA. 5+40 to STA.4+66.63. The fire hydrant and 6" gate valve have been installed at STA. 4+78.70. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. The water main is 4' to 5' below existing grade.
PW-Main inspection
Resolved
02/02/2018
Brice Lawson 02/01/2018 5:15 PM Precision installed the 8" C900 water main for line 1-2 from STA.4+66.63 to STA. 3+20 the 45 degree bends have been installed and have been wrapped with poly wrap and sealed with tape. It appears that the pipe is being bedded in clean rock and the tracer wire is installed above the pipe. Some of water line 1-2 has been backfilled without the marker tape. I let the contractor know to insall the tape and to call me so I can verify. Brice Lawson 02/02/2018 11:23 AM The water line marker tape has been installed in the area on line 1-2 that they forgot to install it in.
PW-Main inspection
Informational
02/02/2018
Brice Lawson 02/02/2018 11:24 AM The water line for line 1-2 has been installed from STA. 3+20 to STA. 1+99. The 8" C900 water pipe is being installed on a bed of clean rock. The tracer wire has been installed above it. The 45 degree bends have been installed and the bolts have been sprayed with under coating. The fittings have been wrapped with poly wrap and sealed with tape. It appears that the end of the sanitary service stub for lot 24 does not extend to the north side of the water line. I asked Jake with Precision if they would want to extend this now while they know where the lines are. He is going to check with the developer.
Site Visit Complete 2/5/2018 at 12:45 PM 02/05/2018
PW-Misc
Informational
02/05/2018
Brice Lawson 02/05/2018 12:56 PM There is no activity at this site today. The site received approx. 1" of snow and the ground is snow covered. The street is free of debris.
Water Line - Construction Inspection Partial 2/7/2018 at 2:00 PM 02/07/2018
PW-Main inspection
Informational
02/02/2018
Brice Lawson 01/29/2018 3:10 PM The contractor has began installing the 8" PVC water main for water main 1-1 from approx. STA. 1+36 towards the east. The pipe is being bedded in clean rock. The fire hydrant at STA. 1+91.45 has been moved to STA. 1+96.45 due to an existing power line. The hydrant has been set on a concrete block that is approx. 2' by 2'.
PW-Main inspection
Informational
02/02/2018
Brice Lawson 01/30/2018 4:04 PM Precision has installed 8" C900 PVC water main on line 1-1 from approx. STA. 2+60 to approx. STA. 3+52. An 8" Tee and 8" Mueller gate valve were installed with the valve on the west side of the tee. The 8" C900 water line has been installed from STA. 5+40 to approx. STA. 6+98.1. The pipe was connected to the tee fitting at STA. 6+98.1. The pipe is being bedded and covered with clean rock. The tracer wire is being taped to the top of the pipe. It is difficult to verify that the water line is being placed as shown on plans as there are very few off set stakes and no F/L elevations for the water main.
PW-Main inspection
Informational
02/02/2018
Brice Lawson 01/31/2018 1:28 PM Precision has installed the water main on line 1-2 from STA. 5+40 to STA.4+66.63. The fire hydrant and 6" gate valve have been installed at STA. 4+78.70. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. The water main is 4' to 5' below existing grade.
PW-Main inspection
Informational
02/02/2018
Brice Lawson 02/02/2018 11:24 AM The water line for line 1-2 has been installed from STA. 3+20 to STA. 1+99. The 8" C900 water pipe is being installed on a bed of clean rock. The tracer wire has been installed above it. The 45 degree bends have been installed and the bolts have been sprayed with under coating. The fittings have been wrapped with poly wrap and sealed with tape. It appears that the end of the sanitary service stub for lot 24 does not extend to the north side of the water line. I asked Jake with Precision if they would want to extend this now while they know where the lines are. He is going to check with the developer.
PW-Main inspection
Informational
02/07/2018
Brice Lawson 02/07/2018 3:07 PM Precision has installed the 8" PVC water main from the tee fitting at STA. 6+98.91 to approx. STA. 9+89.00. The 8" Mueller 2361 gate valve was installed at STA. 6+98.91 on the south side of the tee fitting. The tee fitting has been installed at STA.7+90.54. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. Epoxy splice connectors are being used.
Water Line - Construction Inspection Partial 2/8/2018 at 1:00 PM 02/08/2018
PW-Main inspection
Informational
02/07/2018
Brice Lawson 01/29/2018 3:10 PM The contractor has began installing the 8" PVC water main for water main 1-1 from approx. STA. 1+36 towards the east. The pipe is being bedded in clean rock. The fire hydrant at STA. 1+91.45 has been moved to STA. 1+96.45 due to an existing power line. The hydrant has been set on a concrete block that is approx. 2' by 2'.
PW-Main inspection
Informational
02/07/2018
Brice Lawson 01/30/2018 4:04 PM Precision has installed 8" C900 PVC water main on line 1-1 from approx. STA. 2+60 to approx. STA. 3+52. An 8" Tee and 8" Mueller gate valve were installed with the valve on the west side of the tee. The 8" C900 water line has been installed from STA. 5+40 to approx. STA. 6+98.1. The pipe was connected to the tee fitting at STA. 6+98.1. The pipe is being bedded and covered with clean rock. The tracer wire is being taped to the top of the pipe. It is difficult to verify that the water line is being placed as shown on plans as there are very few off set stakes and no F/L elevations for the water main.
PW-Main inspection
Informational
02/07/2018
Brice Lawson 01/31/2018 1:28 PM Precision has installed the water main on line 1-2 from STA. 5+40 to STA.4+66.63. The fire hydrant and 6" gate valve have been installed at STA. 4+78.70. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. The water main is 4' to 5' below existing grade.
PW-Main inspection
Informational
02/07/2018
Brice Lawson 02/02/2018 11:24 AM The water line for line 1-2 has been installed from STA. 3+20 to STA. 1+99. The 8" C900 water pipe is being installed on a bed of clean rock. The tracer wire has been installed above it. The 45 degree bends have been installed and the bolts have been sprayed with under coating. The fittings have been wrapped with poly wrap and sealed with tape. It appears that the end of the sanitary service stub for lot 24 does not extend to the north side of the water line. I asked Jake with Precision if they would want to extend this now while they know where the lines are. He is going to check with the developer.
PW-Main inspection
Informational
02/07/2018
Brice Lawson 02/07/2018 3:07 PM Precision has installed the 8" PVC water main from the tee fitting at STA. 6+98.91 to approx. STA. 9+89.00. The 8" Mueller 2361 gate valve was installed at STA. 6+98.91 on the south side of the tee fitting. The tee fitting has been installed at STA.7+90.54. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. Epoxy splice connectors are being used.
PW-Main inspection
Informational
02/08/2018
Brice Lawson 02/08/2018 5:21 PM The 8" C900 warter main has been installed from STA. 9+89 to STA. 12+00. This section of water main was installed and backfilled before it was inspected. It appears tracer wire was installed with this pipe. It appears that the marker tape has been installed. This section of water main trench was being backfilled and the soil was being compacted with a sheepsfoot compactor. KC Testing was on site performing compaction testing on the trench backfill. The tester informed me that the test are passing and that the compaction efforts appear to be proper. The contractor has excavated a trench to install the water main from STA. 12+00 to STA. 14+16.58. I informed the contractor that the trench looks too deep according to the proposed fill on the plans. He checked his grade and confirmed that the trench was excavated too deep. He plans to backfill the trench and get compaction tests performed on the fill. I will be off on vacation the next couple days and Tom Chandler will be covering this project. Tom came out to the site today and I informed him of what is going on with the water main trench. He is aware of this issue.
Water Line - Thrust Restraint Partial 2/8/2018 at 2:01 PM 02/08/2018
PW-Misc
Informational
02/08/2018
Brice Lawson 02/08/2018 5:33 PM The thrust blocks were installed on the 45 degree bends located at STA. 4+66.63, STA. 3+88.14, STA. 3+47.49, STA. 2+97.36 and STA. 2+19.41. WA610-1-4 concrete mix was used for these thrust blocks.
Storm Sewer Construction Inspection Partial 2/8/2018 at 2:31 PM 02/08/2018
PW-Storm Sewer Inspection
Informational
01/25/2018
Brice Lawson 12/19/2017 3:55 PM CI 1-20E and CI 1-20D have been installed on a bed of clean rock. The 15" ADS HDPE storm pipe has been installed between these curb inlets. The pipe has been bedded on clean rock. The inverts, interior and exterior collars have been installed at these curb inlets. Approx. 130' of the 18" ADS HDPE has been installed in the trench but it has not been covered with rock.
PW-Storm Sewer Inspection
Informational
01/25/2018
Brice Lawson 12/20/2017 3:22 PM The 130' of 18" HDPE from CI 1-20D towards CI 1-20C has been bedded and covered with clean rock.
PW-Storm Sewer Inspection
Informational
01/25/2018
Brice Lawson 01/09/2018 11:39 AM Precision is installing the storm structures and HDPE storm pipe for storm lines 1-10 and 1-11. It appears that the pipes are being installed on a bed of clean rock. The bell ends are facing up hill. The hdpe pipe has been installed between CI 1-10C and MH 1-10B. The trench width is too narrow. I informed George of this and he said they plan to dig this trench wider.
PW-Storm Sewer Inspection
Informational
01/25/2018
Tom Chandler 01/25/2018 7:21 AM Installed the remaining 30" HDPE pipe for line 1-10. Installed last section towards MH 1-10B. Did not backfill.
PW-Storm Sewer Inspection
Informational
01/25/2018
Tom Chandler 01/25/2018 4:40 PM Installed 53 ft. of 24" HDPE pipe from MH1-10E to MH 1-10F. Installed MH 1-10F as well. Installed MH 1-10F at station 5+86. Backfilled with rock and will pour collars and inverts on 1/26/2018.
PW-Storm Sewer Inspection
Informational
02/08/2018
Brice Lawson 02/08/2018 5:38 PM CI 1-20C has been installed it is 5' by 3'. The remainder of the 18" HDPE storm pipe was installed from the curb inlet to the previously installed pipes. The collars have been installed. The invert has been installed. The CI was installed on a bed of clean rock.
Sanitary Sewer Construction Inspection Partial 2/8/2018 at 2:46 PM 02/08/2018
PW-Main inspection
Informational
01/22/2018
Brice Lawson 11/16/2017 10:46 AM Precision broke an existing 21" I/D sanitary main that is approx. 11' west of the existing 20" PVC force main located at STA. 1+36.30. This was damaged when they were excavating to install the proposed 8" sewer pipe between MH 1-A1 and existing MH 64-003. Barry Parks with LBVSD came on site and confirmed that this damaged DI pipe is an abandoned LBVSD sewer pipe. He said he is ok if the pipe is plugged on each side of the broken area.
PW-Main inspection
Informational
01/22/2018
Brice Lawson 11/17/2017 2:06 PM Precision is excavating the sanitary trench between proposed MH 1-A1 and the existing City MH 1-A1. Rock has been encountered in this trench and is being broke up with a stinger attachment.
PW-Main inspection
Informational
01/22/2018
Brice Lawson 11/20/2017 3:15 PM Precision has installed the base for MH 1-A1. The 8" SDR 26 sewer main has been installed from MH 1-A1 to the existing City MH 64-003. It appears that full sticks of pipe have been used except at the closure at the MH. The pipe has been bedded in clean rock.
PW-Main inspection
Informational
01/22/2018
Brice Lawson 11/28/2017 11:16 AM Precision has installed the base for MH 1-A3. The 8" sanitary main has been installed from MH 1-A2 to MH 1-A3. The service wyes have been installed for lots 6,7,8,9,12 and 13. The pipe is being bedded and covered with clean gravel.
PW-Main inspection
Informational
01/22/2018
Brice Lawson 11/30/2017 3:40 PM Precision has installed the concrete cradle for the outside drop assembley outside of MH 1-A1. The Stubs and tracer wires have been installed for lots 6, 9, 10, and 11. The flowable fill trench checks have been installed on the stubs for lots 10 and 11. 4" SDR 26 pipe is being used for the stubs. The pipes are being bedded in clean rock.
PW-Main inspection
Informational
01/22/2018
Brice Lawson 12/01/2017 11:51 AM Precision is working on the sanitary main between just north of MH 1-A3. The stubs for lots 6,7,8,9 and 12 have been installed. The trench checks for lots 6,8,9,12 and 13 have been installed.
PW-Main inspection
Informational
01/22/2018
Brice Lawson 12/05/2017 4:26 PM Precision has installed the 8" sanitary main from MH 1-A3 to the wye at STA. 7+60. The main is being bedded in clean rock. The wye fittings were installed for lots 5, 14,15,16 and 17. The tracer wire and stubs have been installed for lots 14, 15 and 16. The stubs and main trenches from the tie in to existing MH to MH 1-A3 have been partially backfilled. It appears that the trenches are being backfilled and compacted in lifts with a sheepsfoot style compactor. It appears that the trenches are at least 5' wide. There is a testing lab on site taking compaction tests every 50' on the main and on the stub crossings across the road.
PW-Main inspection
Informational
01/22/2018
Brice Lawson 12/08/2017 11:28 AM The 8" sanitary main has been installed on line 1-A from STA. 7+60 to MH 1-A4. The base for MH 1-A4 has been installed. The stubs and tracers wires appear to be installed from MH 1-A3 to MH 1-A4. The 8" SDR 26 main has been installed from MH 1-A4 to approx. STA. 3+20 on line 1-B. Some of the wyes and stubs have been installed. Tracer wires are being installed with the stubs. Areas for trench checks have been excavated. It appears that the pipes are being bedded in clean rock. The sanitary main between MH 1-A3 and MH 1-A4 is being backfilled. A sheepsfoot style compactor is being used to compact the soil. The trenches appear to be about 5' wide. KCTE is on site to perform moisture density testing. I let Daniel Bryant with KCTE know that the moisture content for soil backfill of the trenches is +/- 2%.
PW-Main inspection
Informational
01/22/2018
Brice Lawson 12/11/2017 3:41 PM The 8" SDR 26 sewer main has been installed from MH 1-A4 to approx. STA. 9+16. The pipe has been bedded in clean rock. The wye fitting, tracer wire and stub have been installed for lot 18.
PW-Main inspection
Informational
01/22/2018
Brice Lawson 12/12/2017 4:14 PM Precision has installed the base for MH 1-A5.The 8" sanitary main has been installed from STA. 9+35 to MH 1-A5. The stub wye and tracer wire have been installed for lots 19 and 29. The 8" sanitary main has been installed from MH 1-A5 to approx. STA. 10+65. The wye fitting has been installed for lot 28. The pipe is being bedded in clean rock. KCTE was on site performing moisture/denstity testing on the sanitary trench backfill. On 12/11 a SDR 35 wye was installed for lot 19. Precision assured me that the SDR 35 wyes and 45 bend fittings were only installed at lot 19. They removed the wye and installed a SDR 26 wye and removed the rest of the SDR 35 wyes from the site.
PW-Main inspection
Informational
01/22/2018
-------------------------------------- Brice Lawson 12/13/2017 3:09 PM Precision has installed the 8" SDR 26 sanitary main from approx. STA. 10+65 to the wye fitting at STA. 11+36 on line 1-A. The sewer stubs, wyes and tracer wires have been installed for lots 27, 28, 20 and 21. The rebar cage has been installed for the encasement at STA. 10+47. The rebar cage appeared to be installed in a typical manner. The crew was getting ready to install the concrete. They plan to use a vibrator.
PW-Main inspection
Informational
01/22/2018
Brice Lawson 12/14/2017 4:38 PM Precision has installed the 8" sanitary main for line 1-A from STA. 11+36 to MH 1-A6. The 8" sanitary main has been installed from MH 1-A6 to the wye fitting located at STA. 12+93. The stubs have been installed for lots 23, 24 and 26. The trench check has been installed for lot 24. It appeared the pipes are being bedded and covered with clean rock. The sewer main and stub trenches are being backfilled between MH 1-A4 and MH 1-A6. It appears that the fill is being placed in lifts and compacted with a sheepsfoot style compactor. KCTE is on site performing moisture density testing on the backfill. The crew was getting ready to install MH 1-A7 and the stub for lot 25.
PW-Main inspection
Informational
01/22/2018
Brice Lawson 12/19/2017 3:31 PM The sewer stub and tracer wire for lot 25 have been installed. This has been partially backfilled. The base for MH 1-C1 has been installed on a bed of clean rock. Approx. 75' of 12" SDR 26 sewer main has been installed in clean rock from this manhole towards MH 1-C2. It appears that the pipe is being bedded and covered with clean rock.
PW-Main inspection
Informational
01/22/2018
Brice Lawson 12/20/2017 3:25 PM Precision is installing the 12" SDR 26 sewer main pipe between MH 1-C1 and MH 1-C2. It appears that the pipe is being bedded and covered with clean rock. The existing MH 64-001 has been exposed in preparation of the bore to be completed.
PW-Main inspection
Informational
01/22/2018
Brice Lawson 12/22/2017 2:13 PM It appears that the 12" PVC sanitary main has been installed from approx. 2+15 to approx. STA. 4+24 on sanitary line 1-C. The existing manhole 62-001 has been core drilled and it appears that the 12" PVC sanitary main has been installed from this manhole to MH 1-C1. It appears that the pipe is being bedded and covered in clean rock. It appears that the gasket has been installed at the core hole. It appears that there is at least 6" between the core hole and the hole for the existing main.
PW-Main inspection
Informational
01/22/2018
Brice Lawson 01/22/2018 12:41 PM Precision worked on Saturday 1/20/18 installing the remainder of the 12" sanitary main between MH 1-C2 and MH 1-C1. This was approx. 20' of main that was connected to MH 1-C2. Bedding rock is covering this section of pipe. It is raining today and there is a stream of water running into the excavated pit for the manhole. The manhole base has only been installed at this time.
PW-Main inspection
Corrective Action Required
02/08/2018
A main inspection has uncovered the following problems. Brice Lawson 02/08/2018 5:42 PM It appears that the end of the sanitary lateral for lot 5 was not installed to the location shown on the plans. Precision extended this lateral. The end of the lateral for lot 24 has been installed south of the water main. This would require the plumber for the house to excavate below the water main to connect to the lateral. I pointed this out to Precision and they plan to extend the lateral to the north side of the water main. It does not appear that the end of the lateral for lot 5 has been installed in the correct location. Make proper corrections to the lateral. Precision is aware of this and they plan to extend the lateral to the location shown on the plans.
Water Line - Construction Inspection Partial 2/9/2018 at 10:00 AM 02/09/2018
PW-Main inspection
Informational
02/08/2018
Brice Lawson 01/29/2018 3:10 PM The contractor has began installing the 8" PVC water main for water main 1-1 from approx. STA. 1+36 towards the east. The pipe is being bedded in clean rock. The fire hydrant at STA. 1+91.45 has been moved to STA. 1+96.45 due to an existing power line. The hydrant has been set on a concrete block that is approx. 2' by 2'.
PW-Main inspection
Informational
02/08/2018
Brice Lawson 01/30/2018 4:04 PM Precision has installed 8" C900 PVC water main on line 1-1 from approx. STA. 2+60 to approx. STA. 3+52. An 8" Tee and 8" Mueller gate valve were installed with the valve on the west side of the tee. The 8" C900 water line has been installed from STA. 5+40 to approx. STA. 6+98.1. The pipe was connected to the tee fitting at STA. 6+98.1. The pipe is being bedded and covered with clean rock. The tracer wire is being taped to the top of the pipe. It is difficult to verify that the water line is being placed as shown on plans as there are very few off set stakes and no F/L elevations for the water main.
PW-Main inspection
Informational
02/08/2018
Brice Lawson 01/31/2018 1:28 PM Precision has installed the water main on line 1-2 from STA. 5+40 to STA.4+66.63. The fire hydrant and 6" gate valve have been installed at STA. 4+78.70. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. The water main is 4' to 5' below existing grade.
PW-Main inspection
Informational
02/08/2018
Brice Lawson 02/02/2018 11:24 AM The water line for line 1-2 has been installed from STA. 3+20 to STA. 1+99. The 8" C900 water pipe is being installed on a bed of clean rock. The tracer wire has been installed above it. The 45 degree bends have been installed and the bolts have been sprayed with under coating. The fittings have been wrapped with poly wrap and sealed with tape. It appears that the end of the sanitary service stub for lot 24 does not extend to the north side of the water line. I asked Jake with Precision if they would want to extend this now while they know where the lines are. He is going to check with the developer.
PW-Main inspection
Informational
02/08/2018
Brice Lawson 02/07/2018 3:07 PM Precision has installed the 8" PVC water main from the tee fitting at STA. 6+98.91 to approx. STA. 9+89.00. The 8" Mueller 2361 gate valve was installed at STA. 6+98.91 on the south side of the tee fitting. The tee fitting has been installed at STA.7+90.54. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. Epoxy splice connectors are being used.
PW-Main inspection
Informational
02/08/2018
Brice Lawson 02/08/2018 5:21 PM The 8" C900 warter main has been installed from STA. 9+89 to STA. 12+00. This section of water main was installed and backfilled before it was inspected. It appears tracer wire was installed with this pipe. It appears that the marker tape has been installed. This section of water main trench was being backfilled and the soil was being compacted with a sheepsfoot compactor. KC Testing was on site performing compaction testing on the trench backfill. The tester informed me that the test are passing and that the compaction efforts appear to be proper. The contractor has excavated a trench to install the water main from STA. 12+00 to STA. 14+16.58. I informed the contractor that the trench looks too deep according to the proposed fill on the plans. He checked his grade and confirmed that the trench was excavated too deep. He plans to backfill the trench and get compaction tests performed on the fill. I will be off on vacation the next couple days and Tom Chandler will be covering this project. Tom came out to the site today and I informed him of what is going on with the water main trench. He is aware of this issue.
PW-Main inspection
Informational
02/09/2018
Backfield and tested from station 12+00 to station 14+10. Will install water later today.
Water Line - Construction Inspection Partial 2/9/2018 at 3:00 PM 02/09/2018
PW-Main inspection
Informational
02/09/2018
Brice Lawson 01/29/2018 3:10 PM The contractor has began installing the 8" PVC water main for water main 1-1 from approx. STA. 1+36 towards the east. The pipe is being bedded in clean rock. The fire hydrant at STA. 1+91.45 has been moved to STA. 1+96.45 due to an existing power line. The hydrant has been set on a concrete block that is approx. 2' by 2'.
PW-Main inspection
Informational
02/09/2018
Brice Lawson 01/30/2018 4:04 PM Precision has installed 8" C900 PVC water main on line 1-1 from approx. STA. 2+60 to approx. STA. 3+52. An 8" Tee and 8" Mueller gate valve were installed with the valve on the west side of the tee. The 8" C900 water line has been installed from STA. 5+40 to approx. STA. 6+98.1. The pipe was connected to the tee fitting at STA. 6+98.1. The pipe is being bedded and covered with clean rock. The tracer wire is being taped to the top of the pipe. It is difficult to verify that the water line is being placed as shown on plans as there are very few off set stakes and no F/L elevations for the water main.
PW-Main inspection
Informational
02/09/2018
Brice Lawson 01/31/2018 1:28 PM Precision has installed the water main on line 1-2 from STA. 5+40 to STA.4+66.63. The fire hydrant and 6" gate valve have been installed at STA. 4+78.70. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. The water main is 4' to 5' below existing grade.
PW-Main inspection
Informational
02/09/2018
Brice Lawson 02/02/2018 11:24 AM The water line for line 1-2 has been installed from STA. 3+20 to STA. 1+99. The 8" C900 water pipe is being installed on a bed of clean rock. The tracer wire has been installed above it. The 45 degree bends have been installed and the bolts have been sprayed with under coating. The fittings have been wrapped with poly wrap and sealed with tape. It appears that the end of the sanitary service stub for lot 24 does not extend to the north side of the water line. I asked Jake with Precision if they would want to extend this now while they know where the lines are. He is going to check with the developer.
PW-Main inspection
Informational
02/09/2018
Brice Lawson 02/07/2018 3:07 PM Precision has installed the 8" PVC water main from the tee fitting at STA. 6+98.91 to approx. STA. 9+89.00. The 8" Mueller 2361 gate valve was installed at STA. 6+98.91 on the south side of the tee fitting. The tee fitting has been installed at STA.7+90.54. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. Epoxy splice connectors are being used.
PW-Main inspection
Informational
02/09/2018
Brice Lawson 02/08/2018 5:21 PM The 8" C900 warter main has been installed from STA. 9+89 to STA. 12+00. This section of water main was installed and backfilled before it was inspected. It appears tracer wire was installed with this pipe. It appears that the marker tape has been installed. This section of water main trench was being backfilled and the soil was being compacted with a sheepsfoot compactor. KC Testing was on site performing compaction testing on the trench backfill. The tester informed me that the test are passing and that the compaction efforts appear to be proper. The contractor has excavated a trench to install the water main from STA. 12+00 to STA. 14+16.58. I informed the contractor that the trench looks too deep according to the proposed fill on the plans. He checked his grade and confirmed that the trench was excavated too deep. He plans to backfill the trench and get compaction tests performed on the fill. I will be off on vacation the next couple days and Tom Chandler will be covering this project. Tom came out to the site today and I informed him of what is going on with the water main trench. He is aware of this issue.
PW-Main inspection
Informational
02/09/2018
Backfield and tested from station 12+00 to station 14+10. Will install water later today.
PW-Main inspection
Informational
02/09/2018
Tom Chandler 02/09/2018 3:59 PM Installed from station 12+00 up to station 14+10. Will install hydrant and thrust restraints on 2/12/2018.
Sanitary Sewer Construction Inspection Partial 2/12/2018 at 9:00 AM 02/12/2018
PW-Main inspection
Informational
02/08/2018
Brice Lawson 11/16/2017 10:46 AM Precision broke an existing 21" I/D sanitary main that is approx. 11' west of the existing 20" PVC force main located at STA. 1+36.30. This was damaged when they were excavating to install the proposed 8" sewer pipe between MH 1-A1 and existing MH 64-003. Barry Parks with LBVSD came on site and confirmed that this damaged DI pipe is an abandoned LBVSD sewer pipe. He said he is ok if the pipe is plugged on each side of the broken area.
PW-Main inspection
Informational
02/08/2018
Brice Lawson 11/17/2017 2:06 PM Precision is excavating the sanitary trench between proposed MH 1-A1 and the existing City MH 1-A1. Rock has been encountered in this trench and is being broke up with a stinger attachment.
PW-Main inspection
Informational
02/08/2018
Brice Lawson 11/20/2017 3:15 PM Precision has installed the base for MH 1-A1. The 8" SDR 26 sewer main has been installed from MH 1-A1 to the existing City MH 64-003. It appears that full sticks of pipe have been used except at the closure at the MH. The pipe has been bedded in clean rock.
PW-Main inspection
Informational
02/08/2018
Brice Lawson 11/28/2017 11:16 AM Precision has installed the base for MH 1-A3. The 8" sanitary main has been installed from MH 1-A2 to MH 1-A3. The service wyes have been installed for lots 6,7,8,9,12 and 13. The pipe is being bedded and covered with clean gravel.
PW-Main inspection
Informational
02/08/2018
Brice Lawson 11/30/2017 3:40 PM Precision has installed the concrete cradle for the outside drop assembley outside of MH 1-A1. The Stubs and tracer wires have been installed for lots 6, 9, 10, and 11. The flowable fill trench checks have been installed on the stubs for lots 10 and 11. 4" SDR 26 pipe is being used for the stubs. The pipes are being bedded in clean rock.
PW-Main inspection
Informational
02/08/2018
Brice Lawson 12/01/2017 11:51 AM Precision is working on the sanitary main between just north of MH 1-A3. The stubs for lots 6,7,8,9 and 12 have been installed. The trench checks for lots 6,8,9,12 and 13 have been installed.
PW-Main inspection
Informational
02/08/2018
Brice Lawson 12/05/2017 4:26 PM Precision has installed the 8" sanitary main from MH 1-A3 to the wye at STA. 7+60. The main is being bedded in clean rock. The wye fittings were installed for lots 5, 14,15,16 and 17. The tracer wire and stubs have been installed for lots 14, 15 and 16. The stubs and main trenches from the tie in to existing MH to MH 1-A3 have been partially backfilled. It appears that the trenches are being backfilled and compacted in lifts with a sheepsfoot style compactor. It appears that the trenches are at least 5' wide. There is a testing lab on site taking compaction tests every 50' on the main and on the stub crossings across the road.
PW-Main inspection
Informational
02/08/2018
Brice Lawson 12/08/2017 11:28 AM The 8" sanitary main has been installed on line 1-A from STA. 7+60 to MH 1-A4. The base for MH 1-A4 has been installed. The stubs and tracers wires appear to be installed from MH 1-A3 to MH 1-A4. The 8" SDR 26 main has been installed from MH 1-A4 to approx. STA. 3+20 on line 1-B. Some of the wyes and stubs have been installed. Tracer wires are being installed with the stubs. Areas for trench checks have been excavated. It appears that the pipes are being bedded in clean rock. The sanitary main between MH 1-A3 and MH 1-A4 is being backfilled. A sheepsfoot style compactor is being used to compact the soil. The trenches appear to be about 5' wide. KCTE is on site to perform moisture density testing. I let Daniel Bryant with KCTE know that the moisture content for soil backfill of the trenches is +/- 2%.
PW-Main inspection
Informational
02/08/2018
Brice Lawson 12/11/2017 3:41 PM The 8" SDR 26 sewer main has been installed from MH 1-A4 to approx. STA. 9+16. The pipe has been bedded in clean rock. The wye fitting, tracer wire and stub have been installed for lot 18.
PW-Main inspection
Informational
02/08/2018
Brice Lawson 12/12/2017 4:14 PM Precision has installed the base for MH 1-A5.The 8" sanitary main has been installed from STA. 9+35 to MH 1-A5. The stub wye and tracer wire have been installed for lots 19 and 29. The 8" sanitary main has been installed from MH 1-A5 to approx. STA. 10+65. The wye fitting has been installed for lot 28. The pipe is being bedded in clean rock. KCTE was on site performing moisture/denstity testing on the sanitary trench backfill. On 12/11 a SDR 35 wye was installed for lot 19. Precision assured me that the SDR 35 wyes and 45 bend fittings were only installed at lot 19. They removed the wye and installed a SDR 26 wye and removed the rest of the SDR 35 wyes from the site.
PW-Main inspection
Informational
02/08/2018
-------------------------------------- Brice Lawson 12/13/2017 3:09 PM Precision has installed the 8" SDR 26 sanitary main from approx. STA. 10+65 to the wye fitting at STA. 11+36 on line 1-A. The sewer stubs, wyes and tracer wires have been installed for lots 27, 28, 20 and 21. The rebar cage has been installed for the encasement at STA. 10+47. The rebar cage appeared to be installed in a typical manner. The crew was getting ready to install the concrete. They plan to use a vibrator.
PW-Main inspection
Informational
02/08/2018
Brice Lawson 12/14/2017 4:38 PM Precision has installed the 8" sanitary main for line 1-A from STA. 11+36 to MH 1-A6. The 8" sanitary main has been installed from MH 1-A6 to the wye fitting located at STA. 12+93. The stubs have been installed for lots 23, 24 and 26. The trench check has been installed for lot 24. It appeared the pipes are being bedded and covered with clean rock. The sewer main and stub trenches are being backfilled between MH 1-A4 and MH 1-A6. It appears that the fill is being placed in lifts and compacted with a sheepsfoot style compactor. KCTE is on site performing moisture density testing on the backfill. The crew was getting ready to install MH 1-A7 and the stub for lot 25.
PW-Main inspection
Informational
02/08/2018
Brice Lawson 12/19/2017 3:31 PM The sewer stub and tracer wire for lot 25 have been installed. This has been partially backfilled. The base for MH 1-C1 has been installed on a bed of clean rock. Approx. 75' of 12" SDR 26 sewer main has been installed in clean rock from this manhole towards MH 1-C2. It appears that the pipe is being bedded and covered with clean rock.
PW-Main inspection
Informational
02/08/2018
Brice Lawson 12/20/2017 3:25 PM Precision is installing the 12" SDR 26 sewer main pipe between MH 1-C1 and MH 1-C2. It appears that the pipe is being bedded and covered with clean rock. The existing MH 64-001 has been exposed in preparation of the bore to be completed.
PW-Main inspection
Informational
02/08/2018
Brice Lawson 12/22/2017 2:13 PM It appears that the 12" PVC sanitary main has been installed from approx. 2+15 to approx. STA. 4+24 on sanitary line 1-C. The existing manhole 62-001 has been core drilled and it appears that the 12" PVC sanitary main has been installed from this manhole to MH 1-C1. It appears that the pipe is being bedded and covered in clean rock. It appears that the gasket has been installed at the core hole. It appears that there is at least 6" between the core hole and the hole for the existing main.
PW-Main inspection
Informational
02/08/2018
Brice Lawson 01/22/2018 12:41 PM Precision worked on Saturday 1/20/18 installing the remainder of the 12" sanitary main between MH 1-C2 and MH 1-C1. This was approx. 20' of main that was connected to MH 1-C2. Bedding rock is covering this section of pipe. It is raining today and there is a stream of water running into the excavated pit for the manhole. The manhole base has only been installed at this time.
PW-Main inspection
Corrective Action Required
02/08/2018
A main inspection has uncovered the following problems. Brice Lawson 02/08/2018 5:42 PM It appears that the end of the sanitary lateral for lot 5 was not installed to the location shown on the plans. Precision extended this lateral. The end of the lateral for lot 24 has been installed south of the water main. This would require the plumber for the house to excavate below the water main to connect to the lateral. I pointed this out to Precision and they plan to extend the lateral to the north side of the water main. It does not appear that the end of the lateral for lot 5 has been installed in the correct location. Make proper corrections to the lateral. Precision is aware of this and they plan to extend the lateral to the location shown on the plans.
Informational
02/12/2018
Tom Chandler 02/12/2018 4:22 PM Extending service laterals today. Would like to air test as soon as possible.
Water Line - Construction Inspection Partial 2/12/2018 at 3:15 PM 02/12/2018
PW-Main inspection
Informational
02/09/2018
Brice Lawson 01/29/2018 3:10 PM The contractor has began installing the 8" PVC water main for water main 1-1 from approx. STA. 1+36 towards the east. The pipe is being bedded in clean rock. The fire hydrant at STA. 1+91.45 has been moved to STA. 1+96.45 due to an existing power line. The hydrant has been set on a concrete block that is approx. 2' by 2'.
PW-Main inspection
Informational
02/09/2018
Brice Lawson 01/30/2018 4:04 PM Precision has installed 8" C900 PVC water main on line 1-1 from approx. STA. 2+60 to approx. STA. 3+52. An 8" Tee and 8" Mueller gate valve were installed with the valve on the west side of the tee. The 8" C900 water line has been installed from STA. 5+40 to approx. STA. 6+98.1. The pipe was connected to the tee fitting at STA. 6+98.1. The pipe is being bedded and covered with clean rock. The tracer wire is being taped to the top of the pipe. It is difficult to verify that the water line is being placed as shown on plans as there are very few off set stakes and no F/L elevations for the water main.
PW-Main inspection
Informational
02/09/2018
Brice Lawson 01/31/2018 1:28 PM Precision has installed the water main on line 1-2 from STA. 5+40 to STA.4+66.63. The fire hydrant and 6" gate valve have been installed at STA. 4+78.70. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. The water main is 4' to 5' below existing grade.
PW-Main inspection
Informational
02/09/2018
Brice Lawson 02/02/2018 11:24 AM The water line for line 1-2 has been installed from STA. 3+20 to STA. 1+99. The 8" C900 water pipe is being installed on a bed of clean rock. The tracer wire has been installed above it. The 45 degree bends have been installed and the bolts have been sprayed with under coating. The fittings have been wrapped with poly wrap and sealed with tape. It appears that the end of the sanitary service stub for lot 24 does not extend to the north side of the water line. I asked Jake with Precision if they would want to extend this now while they know where the lines are. He is going to check with the developer.
PW-Main inspection
Informational
02/09/2018
Brice Lawson 02/07/2018 3:07 PM Precision has installed the 8" PVC water main from the tee fitting at STA. 6+98.91 to approx. STA. 9+89.00. The 8" Mueller 2361 gate valve was installed at STA. 6+98.91 on the south side of the tee fitting. The tee fitting has been installed at STA.7+90.54. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. Epoxy splice connectors are being used.
PW-Main inspection
Informational
02/09/2018
Brice Lawson 02/08/2018 5:21 PM The 8" C900 warter main has been installed from STA. 9+89 to STA. 12+00. This section of water main was installed and backfilled before it was inspected. It appears tracer wire was installed with this pipe. It appears that the marker tape has been installed. This section of water main trench was being backfilled and the soil was being compacted with a sheepsfoot compactor. KC Testing was on site performing compaction testing on the trench backfill. The tester informed me that the test are passing and that the compaction efforts appear to be proper. The contractor has excavated a trench to install the water main from STA. 12+00 to STA. 14+16.58. I informed the contractor that the trench looks too deep according to the proposed fill on the plans. He checked his grade and confirmed that the trench was excavated too deep. He plans to backfill the trench and get compaction tests performed on the fill. I will be off on vacation the next couple days and Tom Chandler will be covering this project. Tom came out to the site today and I informed him of what is going on with the water main trench. He is aware of this issue.
PW-Main inspection
Informational
02/09/2018
Backfield and tested from station 12+00 to station 14+10. Will install water later today.
PW-Main inspection
Informational
02/09/2018
Tom Chandler 02/09/2018 3:59 PM Installed from station 12+00 up to station 14+10. Will install hydrant and thrust restraints on 2/12/2018.
PW-Main inspection
Informational
02/12/2018
Tom Chandler 02/12/2018 4:24 PM Was working on some hydrants today. Did not really get much done on them. Planning on pouring thrust restraints on 02/13/2018.
Sanitary Sewer Construction Inspection Partial 2/13/2018 at 9:00 AM 02/13/2018
PW-Main inspection
Informational
02/12/2018
Brice Lawson 11/16/2017 10:46 AM Precision broke an existing 21" I/D sanitary main that is approx. 11' west of the existing 20" PVC force main located at STA. 1+36.30. This was damaged when they were excavating to install the proposed 8" sewer pipe between MH 1-A1 and existing MH 64-003. Barry Parks with LBVSD came on site and confirmed that this damaged DI pipe is an abandoned LBVSD sewer pipe. He said he is ok if the pipe is plugged on each side of the broken area.
PW-Main inspection
Informational
02/12/2018
Brice Lawson 11/17/2017 2:06 PM Precision is excavating the sanitary trench between proposed MH 1-A1 and the existing City MH 1-A1. Rock has been encountered in this trench and is being broke up with a stinger attachment.
PW-Main inspection
Informational
02/12/2018
Brice Lawson 11/20/2017 3:15 PM Precision has installed the base for MH 1-A1. The 8" SDR 26 sewer main has been installed from MH 1-A1 to the existing City MH 64-003. It appears that full sticks of pipe have been used except at the closure at the MH. The pipe has been bedded in clean rock.
PW-Main inspection
Informational
02/12/2018
Brice Lawson 11/28/2017 11:16 AM Precision has installed the base for MH 1-A3. The 8" sanitary main has been installed from MH 1-A2 to MH 1-A3. The service wyes have been installed for lots 6,7,8,9,12 and 13. The pipe is being bedded and covered with clean gravel.
PW-Main inspection
Informational
02/12/2018
Brice Lawson 11/30/2017 3:40 PM Precision has installed the concrete cradle for the outside drop assembley outside of MH 1-A1. The Stubs and tracer wires have been installed for lots 6, 9, 10, and 11. The flowable fill trench checks have been installed on the stubs for lots 10 and 11. 4" SDR 26 pipe is being used for the stubs. The pipes are being bedded in clean rock.
PW-Main inspection
Informational
02/12/2018
Brice Lawson 12/01/2017 11:51 AM Precision is working on the sanitary main between just north of MH 1-A3. The stubs for lots 6,7,8,9 and 12 have been installed. The trench checks for lots 6,8,9,12 and 13 have been installed.
PW-Main inspection
Informational
02/12/2018
Brice Lawson 12/05/2017 4:26 PM Precision has installed the 8" sanitary main from MH 1-A3 to the wye at STA. 7+60. The main is being bedded in clean rock. The wye fittings were installed for lots 5, 14,15,16 and 17. The tracer wire and stubs have been installed for lots 14, 15 and 16. The stubs and main trenches from the tie in to existing MH to MH 1-A3 have been partially backfilled. It appears that the trenches are being backfilled and compacted in lifts with a sheepsfoot style compactor. It appears that the trenches are at least 5' wide. There is a testing lab on site taking compaction tests every 50' on the main and on the stub crossings across the road.
PW-Main inspection
Informational
02/12/2018
Brice Lawson 12/08/2017 11:28 AM The 8" sanitary main has been installed on line 1-A from STA. 7+60 to MH 1-A4. The base for MH 1-A4 has been installed. The stubs and tracers wires appear to be installed from MH 1-A3 to MH 1-A4. The 8" SDR 26 main has been installed from MH 1-A4 to approx. STA. 3+20 on line 1-B. Some of the wyes and stubs have been installed. Tracer wires are being installed with the stubs. Areas for trench checks have been excavated. It appears that the pipes are being bedded in clean rock. The sanitary main between MH 1-A3 and MH 1-A4 is being backfilled. A sheepsfoot style compactor is being used to compact the soil. The trenches appear to be about 5' wide. KCTE is on site to perform moisture density testing. I let Daniel Bryant with KCTE know that the moisture content for soil backfill of the trenches is +/- 2%.
PW-Main inspection
Informational
02/12/2018
Brice Lawson 12/11/2017 3:41 PM The 8" SDR 26 sewer main has been installed from MH 1-A4 to approx. STA. 9+16. The pipe has been bedded in clean rock. The wye fitting, tracer wire and stub have been installed for lot 18.
PW-Main inspection
Informational
02/12/2018
Brice Lawson 12/12/2017 4:14 PM Precision has installed the base for MH 1-A5.The 8" sanitary main has been installed from STA. 9+35 to MH 1-A5. The stub wye and tracer wire have been installed for lots 19 and 29. The 8" sanitary main has been installed from MH 1-A5 to approx. STA. 10+65. The wye fitting has been installed for lot 28. The pipe is being bedded in clean rock. KCTE was on site performing moisture/denstity testing on the sanitary trench backfill. On 12/11 a SDR 35 wye was installed for lot 19. Precision assured me that the SDR 35 wyes and 45 bend fittings were only installed at lot 19. They removed the wye and installed a SDR 26 wye and removed the rest of the SDR 35 wyes from the site.
PW-Main inspection
Informational
02/12/2018
-------------------------------------- Brice Lawson 12/13/2017 3:09 PM Precision has installed the 8" SDR 26 sanitary main from approx. STA. 10+65 to the wye fitting at STA. 11+36 on line 1-A. The sewer stubs, wyes and tracer wires have been installed for lots 27, 28, 20 and 21. The rebar cage has been installed for the encasement at STA. 10+47. The rebar cage appeared to be installed in a typical manner. The crew was getting ready to install the concrete. They plan to use a vibrator.
PW-Main inspection
Informational
02/12/2018
Brice Lawson 12/14/2017 4:38 PM Precision has installed the 8" sanitary main for line 1-A from STA. 11+36 to MH 1-A6. The 8" sanitary main has been installed from MH 1-A6 to the wye fitting located at STA. 12+93. The stubs have been installed for lots 23, 24 and 26. The trench check has been installed for lot 24. It appeared the pipes are being bedded and covered with clean rock. The sewer main and stub trenches are being backfilled between MH 1-A4 and MH 1-A6. It appears that the fill is being placed in lifts and compacted with a sheepsfoot style compactor. KCTE is on site performing moisture density testing on the backfill. The crew was getting ready to install MH 1-A7 and the stub for lot 25.
PW-Main inspection
Informational
02/12/2018
Brice Lawson 12/19/2017 3:31 PM The sewer stub and tracer wire for lot 25 have been installed. This has been partially backfilled. The base for MH 1-C1 has been installed on a bed of clean rock. Approx. 75' of 12" SDR 26 sewer main has been installed in clean rock from this manhole towards MH 1-C2. It appears that the pipe is being bedded and covered with clean rock.
PW-Main inspection
Informational
02/12/2018
Brice Lawson 12/20/2017 3:25 PM Precision is installing the 12" SDR 26 sewer main pipe between MH 1-C1 and MH 1-C2. It appears that the pipe is being bedded and covered with clean rock. The existing MH 64-001 has been exposed in preparation of the bore to be completed.
PW-Main inspection
Informational
02/12/2018
Brice Lawson 12/22/2017 2:13 PM It appears that the 12" PVC sanitary main has been installed from approx. 2+15 to approx. STA. 4+24 on sanitary line 1-C. The existing manhole 62-001 has been core drilled and it appears that the 12" PVC sanitary main has been installed from this manhole to MH 1-C1. It appears that the pipe is being bedded and covered in clean rock. It appears that the gasket has been installed at the core hole. It appears that there is at least 6" between the core hole and the hole for the existing main.
PW-Main inspection
Informational
02/12/2018
Brice Lawson 01/22/2018 12:41 PM Precision worked on Saturday 1/20/18 installing the remainder of the 12" sanitary main between MH 1-C2 and MH 1-C1. This was approx. 20' of main that was connected to MH 1-C2. Bedding rock is covering this section of pipe. It is raining today and there is a stream of water running into the excavated pit for the manhole. The manhole base has only been installed at this time.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 02/13/2018 9:41 AM Danny with Precision had a few questions that he needed answered about the placement of fire hydrants. Precision is working on installing the outside drop assembly for MH1-C2. The manhole has been core drilled a PSX Direct Drive manhole gasket has been installed to connect the proposed 12" sanitary main to MH 1-C2.
Sanitary Sewer - Wye / Insert-A-Tee Installation Passed 2/13/2018 at 10:25 AM 02/13/2018
PW-Misc
Informational
02/13/2018
Brice Lawson 02/13/2018 12:06 PM The sanitary stub tracer wires for all lots were tested by Integrity Locating Service. Jeremy Young witnessed the testing. The tracer wires were locatable from the sanitary main to the riser box.
Erosion Control Inspection Failed 2/13/2018 at 2:25 PM 02/13/2018
PW-Devices for Erosion and Sediment Control
Partial Correction
01/22/2018
There are problems with the erosion control devices on your site. Brice Lawson 01/09/2018 11:52 AM Repair/replace the damaged silt fence on the east side of the site. Install larger rock at the construction entrace. Remove all mud and debris that gets tracked onto the street from this site. Partial Correction--Brice Lawson 01/19/2018 3:07 PM A construction entrance has been installed with larger rock.
PW-Misc
Corrective Action Required
02/14/2018
There are problems with the erosion control devices on your site. Jeremy Young 02/13/2018 14:35 PM The ESC devices for this location have been partially removed during the construction process. Please put up and attach the devices as designed. Will check back to make sure this has been completed.
Sanitary Sewer Construction Inspection Partial 2/13/2018 at 1:00 PM 02/13/2018
PW-Main inspection
Informational
02/13/2018
Brice Lawson 11/16/2017 10:46 AM Precision broke an existing 21" I/D sanitary main that is approx. 11' west of the existing 20" PVC force main located at STA. 1+36.30. This was damaged when they were excavating to install the proposed 8" sewer pipe between MH 1-A1 and existing MH 64-003. Barry Parks with LBVSD came on site and confirmed that this damaged DI pipe is an abandoned LBVSD sewer pipe. He said he is ok if the pipe is plugged on each side of the broken area.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 11/17/2017 2:06 PM Precision is excavating the sanitary trench between proposed MH 1-A1 and the existing City MH 1-A1. Rock has been encountered in this trench and is being broke up with a stinger attachment.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 11/20/2017 3:15 PM Precision has installed the base for MH 1-A1. The 8" SDR 26 sewer main has been installed from MH 1-A1 to the existing City MH 64-003. It appears that full sticks of pipe have been used except at the closure at the MH. The pipe has been bedded in clean rock.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 11/28/2017 11:16 AM Precision has installed the base for MH 1-A3. The 8" sanitary main has been installed from MH 1-A2 to MH 1-A3. The service wyes have been installed for lots 6,7,8,9,12 and 13. The pipe is being bedded and covered with clean gravel.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 11/30/2017 3:40 PM Precision has installed the concrete cradle for the outside drop assembley outside of MH 1-A1. The Stubs and tracer wires have been installed for lots 6, 9, 10, and 11. The flowable fill trench checks have been installed on the stubs for lots 10 and 11. 4" SDR 26 pipe is being used for the stubs. The pipes are being bedded in clean rock.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 12/01/2017 11:51 AM Precision is working on the sanitary main between just north of MH 1-A3. The stubs for lots 6,7,8,9 and 12 have been installed. The trench checks for lots 6,8,9,12 and 13 have been installed.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 12/05/2017 4:26 PM Precision has installed the 8" sanitary main from MH 1-A3 to the wye at STA. 7+60. The main is being bedded in clean rock. The wye fittings were installed for lots 5, 14,15,16 and 17. The tracer wire and stubs have been installed for lots 14, 15 and 16. The stubs and main trenches from the tie in to existing MH to MH 1-A3 have been partially backfilled. It appears that the trenches are being backfilled and compacted in lifts with a sheepsfoot style compactor. It appears that the trenches are at least 5' wide. There is a testing lab on site taking compaction tests every 50' on the main and on the stub crossings across the road.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 12/08/2017 11:28 AM The 8" sanitary main has been installed on line 1-A from STA. 7+60 to MH 1-A4. The base for MH 1-A4 has been installed. The stubs and tracers wires appear to be installed from MH 1-A3 to MH 1-A4. The 8" SDR 26 main has been installed from MH 1-A4 to approx. STA. 3+20 on line 1-B. Some of the wyes and stubs have been installed. Tracer wires are being installed with the stubs. Areas for trench checks have been excavated. It appears that the pipes are being bedded in clean rock. The sanitary main between MH 1-A3 and MH 1-A4 is being backfilled. A sheepsfoot style compactor is being used to compact the soil. The trenches appear to be about 5' wide. KCTE is on site to perform moisture density testing. I let Daniel Bryant with KCTE know that the moisture content for soil backfill of the trenches is +/- 2%.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 12/11/2017 3:41 PM The 8" SDR 26 sewer main has been installed from MH 1-A4 to approx. STA. 9+16. The pipe has been bedded in clean rock. The wye fitting, tracer wire and stub have been installed for lot 18.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 12/12/2017 4:14 PM Precision has installed the base for MH 1-A5.The 8" sanitary main has been installed from STA. 9+35 to MH 1-A5. The stub wye and tracer wire have been installed for lots 19 and 29. The 8" sanitary main has been installed from MH 1-A5 to approx. STA. 10+65. The wye fitting has been installed for lot 28. The pipe is being bedded in clean rock. KCTE was on site performing moisture/denstity testing on the sanitary trench backfill. On 12/11 a SDR 35 wye was installed for lot 19. Precision assured me that the SDR 35 wyes and 45 bend fittings were only installed at lot 19. They removed the wye and installed a SDR 26 wye and removed the rest of the SDR 35 wyes from the site.
PW-Main inspection
Informational
02/13/2018
-------------------------------------- Brice Lawson 12/13/2017 3:09 PM Precision has installed the 8" SDR 26 sanitary main from approx. STA. 10+65 to the wye fitting at STA. 11+36 on line 1-A. The sewer stubs, wyes and tracer wires have been installed for lots 27, 28, 20 and 21. The rebar cage has been installed for the encasement at STA. 10+47. The rebar cage appeared to be installed in a typical manner. The crew was getting ready to install the concrete. They plan to use a vibrator.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 12/14/2017 4:38 PM Precision has installed the 8" sanitary main for line 1-A from STA. 11+36 to MH 1-A6. The 8" sanitary main has been installed from MH 1-A6 to the wye fitting located at STA. 12+93. The stubs have been installed for lots 23, 24 and 26. The trench check has been installed for lot 24. It appeared the pipes are being bedded and covered with clean rock. The sewer main and stub trenches are being backfilled between MH 1-A4 and MH 1-A6. It appears that the fill is being placed in lifts and compacted with a sheepsfoot style compactor. KCTE is on site performing moisture density testing on the backfill. The crew was getting ready to install MH 1-A7 and the stub for lot 25.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 12/19/2017 3:31 PM The sewer stub and tracer wire for lot 25 have been installed. This has been partially backfilled. The base for MH 1-C1 has been installed on a bed of clean rock. Approx. 75' of 12" SDR 26 sewer main has been installed in clean rock from this manhole towards MH 1-C2. It appears that the pipe is being bedded and covered with clean rock.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 12/20/2017 3:25 PM Precision is installing the 12" SDR 26 sewer main pipe between MH 1-C1 and MH 1-C2. It appears that the pipe is being bedded and covered with clean rock. The existing MH 64-001 has been exposed in preparation of the bore to be completed.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 12/22/2017 2:13 PM It appears that the 12" PVC sanitary main has been installed from approx. 2+15 to approx. STA. 4+24 on sanitary line 1-C. The existing manhole 62-001 has been core drilled and it appears that the 12" PVC sanitary main has been installed from this manhole to MH 1-C1. It appears that the pipe is being bedded and covered in clean rock. It appears that the gasket has been installed at the core hole. It appears that there is at least 6" between the core hole and the hole for the existing main.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 01/22/2018 12:41 PM Precision worked on Saturday 1/20/18 installing the remainder of the 12" sanitary main between MH 1-C2 and MH 1-C1. This was approx. 20' of main that was connected to MH 1-C2. Bedding rock is covering this section of pipe. It is raining today and there is a stream of water running into the excavated pit for the manhole. The manhole base has only been installed at this time.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 02/13/2018 9:41 AM Danny with Precision had a few questions that he needed answered about the placement of fire hydrants. Precision is working on installing the outside drop assembly for MH1-C2. The manhole has been core drilled a PSX Direct Drive manhole gasket has been installed to connect the proposed 12" sanitary main to MH 1-C2.
PW-Main inspection
Corrective Action Required
02/13/2018
Brice Lawson 02/13/2018 3:27 PM The sanitary line segments and manholes have been installed for sanitary lines 1-A and 1-B. The contractor has requested to begin sanitary testing soon. I inspected all of the manholes on these two lines. Make the following corrections. Remove the excess masitic at the horizontal joints in MH 1-B1 and MH 1-A7. Install the invert for the new 8" pipe that was connected to the existing City MH 64-003.
Water Line - Construction Inspection Partial 2/13/2018 at 2:16 PM 02/13/2018
PW-Main inspection
Informational
02/12/2018
Brice Lawson 01/29/2018 3:10 PM The contractor has began installing the 8" PVC water main for water main 1-1 from approx. STA. 1+36 towards the east. The pipe is being bedded in clean rock. The fire hydrant at STA. 1+91.45 has been moved to STA. 1+96.45 due to an existing power line. The hydrant has been set on a concrete block that is approx. 2' by 2'.
PW-Main inspection
Informational
02/12/2018
Brice Lawson 01/30/2018 4:04 PM Precision has installed 8" C900 PVC water main on line 1-1 from approx. STA. 2+60 to approx. STA. 3+52. An 8" Tee and 8" Mueller gate valve were installed with the valve on the west side of the tee. The 8" C900 water line has been installed from STA. 5+40 to approx. STA. 6+98.1. The pipe was connected to the tee fitting at STA. 6+98.1. The pipe is being bedded and covered with clean rock. The tracer wire is being taped to the top of the pipe. It is difficult to verify that the water line is being placed as shown on plans as there are very few off set stakes and no F/L elevations for the water main.
PW-Main inspection
Informational
02/12/2018
Brice Lawson 01/31/2018 1:28 PM Precision has installed the water main on line 1-2 from STA. 5+40 to STA.4+66.63. The fire hydrant and 6" gate valve have been installed at STA. 4+78.70. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. The water main is 4' to 5' below existing grade.
PW-Main inspection
Informational
02/12/2018
Brice Lawson 02/02/2018 11:24 AM The water line for line 1-2 has been installed from STA. 3+20 to STA. 1+99. The 8" C900 water pipe is being installed on a bed of clean rock. The tracer wire has been installed above it. The 45 degree bends have been installed and the bolts have been sprayed with under coating. The fittings have been wrapped with poly wrap and sealed with tape. It appears that the end of the sanitary service stub for lot 24 does not extend to the north side of the water line. I asked Jake with Precision if they would want to extend this now while they know where the lines are. He is going to check with the developer.
PW-Main inspection
Informational
02/12/2018
Brice Lawson 02/07/2018 3:07 PM Precision has installed the 8" PVC water main from the tee fitting at STA. 6+98.91 to approx. STA. 9+89.00. The 8" Mueller 2361 gate valve was installed at STA. 6+98.91 on the south side of the tee fitting. The tee fitting has been installed at STA.7+90.54. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. Epoxy splice connectors are being used.
PW-Main inspection
Informational
02/12/2018
Brice Lawson 02/08/2018 5:21 PM The 8" C900 warter main has been installed from STA. 9+89 to STA. 12+00. This section of water main was installed and backfilled before it was inspected. It appears tracer wire was installed with this pipe. It appears that the marker tape has been installed. This section of water main trench was being backfilled and the soil was being compacted with a sheepsfoot compactor. KC Testing was on site performing compaction testing on the trench backfill. The tester informed me that the test are passing and that the compaction efforts appear to be proper. The contractor has excavated a trench to install the water main from STA. 12+00 to STA. 14+16.58. I informed the contractor that the trench looks too deep according to the proposed fill on the plans. He checked his grade and confirmed that the trench was excavated too deep. He plans to backfill the trench and get compaction tests performed on the fill. I will be off on vacation the next couple days and Tom Chandler will be covering this project. Tom came out to the site today and I informed him of what is going on with the water main trench. He is aware of this issue.
PW-Main inspection
Informational
02/12/2018
Backfield and tested from station 12+00 to station 14+10. Will install water later today.
PW-Main inspection
Informational
02/12/2018
Tom Chandler 02/09/2018 3:59 PM Installed from station 12+00 up to station 14+10. Will install hydrant and thrust restraints on 2/12/2018.
PW-Main inspection
Informational
02/12/2018
Tom Chandler 02/12/2018 4:24 PM Was working on some hydrants today. Did not really get much done on them. Planning on pouring thrust restraints on 02/13/2018.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 02/13/2018 3:33 PM Precision is working on installing the water main and fire hydrant for water line 1-2 near STA. 13+96.94. They let me know that they will not have 42" of cover over the main at the tee for the hydrant. They also dont think that the hydrant will stand plumb. I suggested that they talk to the design engineer about these issues. I also suggested getting survey stakes that show finish grade elevations and top of water main elevation so the water main elevation could be verified on site.
Sanitary Sewer Construction Inspection Partial 2/13/2018 at 3:01 PM 02/13/2018
PW-Main inspection
Informational
02/13/2018
Brice Lawson 11/16/2017 10:46 AM Precision broke an existing 21" I/D sanitary main that is approx. 11' west of the existing 20" PVC force main located at STA. 1+36.30. This was damaged when they were excavating to install the proposed 8" sewer pipe between MH 1-A1 and existing MH 64-003. Barry Parks with LBVSD came on site and confirmed that this damaged DI pipe is an abandoned LBVSD sewer pipe. He said he is ok if the pipe is plugged on each side of the broken area.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 11/17/2017 2:06 PM Precision is excavating the sanitary trench between proposed MH 1-A1 and the existing City MH 1-A1. Rock has been encountered in this trench and is being broke up with a stinger attachment.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 11/20/2017 3:15 PM Precision has installed the base for MH 1-A1. The 8" SDR 26 sewer main has been installed from MH 1-A1 to the existing City MH 64-003. It appears that full sticks of pipe have been used except at the closure at the MH. The pipe has been bedded in clean rock.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 11/28/2017 11:16 AM Precision has installed the base for MH 1-A3. The 8" sanitary main has been installed from MH 1-A2 to MH 1-A3. The service wyes have been installed for lots 6,7,8,9,12 and 13. The pipe is being bedded and covered with clean gravel.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 11/30/2017 3:40 PM Precision has installed the concrete cradle for the outside drop assembley outside of MH 1-A1. The Stubs and tracer wires have been installed for lots 6, 9, 10, and 11. The flowable fill trench checks have been installed on the stubs for lots 10 and 11. 4" SDR 26 pipe is being used for the stubs. The pipes are being bedded in clean rock.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 12/01/2017 11:51 AM Precision is working on the sanitary main between just north of MH 1-A3. The stubs for lots 6,7,8,9 and 12 have been installed. The trench checks for lots 6,8,9,12 and 13 have been installed.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 12/05/2017 4:26 PM Precision has installed the 8" sanitary main from MH 1-A3 to the wye at STA. 7+60. The main is being bedded in clean rock. The wye fittings were installed for lots 5, 14,15,16 and 17. The tracer wire and stubs have been installed for lots 14, 15 and 16. The stubs and main trenches from the tie in to existing MH to MH 1-A3 have been partially backfilled. It appears that the trenches are being backfilled and compacted in lifts with a sheepsfoot style compactor. It appears that the trenches are at least 5' wide. There is a testing lab on site taking compaction tests every 50' on the main and on the stub crossings across the road.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 12/08/2017 11:28 AM The 8" sanitary main has been installed on line 1-A from STA. 7+60 to MH 1-A4. The base for MH 1-A4 has been installed. The stubs and tracers wires appear to be installed from MH 1-A3 to MH 1-A4. The 8" SDR 26 main has been installed from MH 1-A4 to approx. STA. 3+20 on line 1-B. Some of the wyes and stubs have been installed. Tracer wires are being installed with the stubs. Areas for trench checks have been excavated. It appears that the pipes are being bedded in clean rock. The sanitary main between MH 1-A3 and MH 1-A4 is being backfilled. A sheepsfoot style compactor is being used to compact the soil. The trenches appear to be about 5' wide. KCTE is on site to perform moisture density testing. I let Daniel Bryant with KCTE know that the moisture content for soil backfill of the trenches is +/- 2%.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 12/11/2017 3:41 PM The 8" SDR 26 sewer main has been installed from MH 1-A4 to approx. STA. 9+16. The pipe has been bedded in clean rock. The wye fitting, tracer wire and stub have been installed for lot 18.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 12/12/2017 4:14 PM Precision has installed the base for MH 1-A5.The 8" sanitary main has been installed from STA. 9+35 to MH 1-A5. The stub wye and tracer wire have been installed for lots 19 and 29. The 8" sanitary main has been installed from MH 1-A5 to approx. STA. 10+65. The wye fitting has been installed for lot 28. The pipe is being bedded in clean rock. KCTE was on site performing moisture/denstity testing on the sanitary trench backfill. On 12/11 a SDR 35 wye was installed for lot 19. Precision assured me that the SDR 35 wyes and 45 bend fittings were only installed at lot 19. They removed the wye and installed a SDR 26 wye and removed the rest of the SDR 35 wyes from the site.
PW-Main inspection
Informational
02/13/2018
-------------------------------------- Brice Lawson 12/13/2017 3:09 PM Precision has installed the 8" SDR 26 sanitary main from approx. STA. 10+65 to the wye fitting at STA. 11+36 on line 1-A. The sewer stubs, wyes and tracer wires have been installed for lots 27, 28, 20 and 21. The rebar cage has been installed for the encasement at STA. 10+47. The rebar cage appeared to be installed in a typical manner. The crew was getting ready to install the concrete. They plan to use a vibrator.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 12/14/2017 4:38 PM Precision has installed the 8" sanitary main for line 1-A from STA. 11+36 to MH 1-A6. The 8" sanitary main has been installed from MH 1-A6 to the wye fitting located at STA. 12+93. The stubs have been installed for lots 23, 24 and 26. The trench check has been installed for lot 24. It appeared the pipes are being bedded and covered with clean rock. The sewer main and stub trenches are being backfilled between MH 1-A4 and MH 1-A6. It appears that the fill is being placed in lifts and compacted with a sheepsfoot style compactor. KCTE is on site performing moisture density testing on the backfill. The crew was getting ready to install MH 1-A7 and the stub for lot 25.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 12/19/2017 3:31 PM The sewer stub and tracer wire for lot 25 have been installed. This has been partially backfilled. The base for MH 1-C1 has been installed on a bed of clean rock. Approx. 75' of 12" SDR 26 sewer main has been installed in clean rock from this manhole towards MH 1-C2. It appears that the pipe is being bedded and covered with clean rock.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 12/20/2017 3:25 PM Precision is installing the 12" SDR 26 sewer main pipe between MH 1-C1 and MH 1-C2. It appears that the pipe is being bedded and covered with clean rock. The existing MH 64-001 has been exposed in preparation of the bore to be completed.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 12/22/2017 2:13 PM It appears that the 12" PVC sanitary main has been installed from approx. 2+15 to approx. STA. 4+24 on sanitary line 1-C. The existing manhole 62-001 has been core drilled and it appears that the 12" PVC sanitary main has been installed from this manhole to MH 1-C1. It appears that the pipe is being bedded and covered in clean rock. It appears that the gasket has been installed at the core hole. It appears that there is at least 6" between the core hole and the hole for the existing main.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 01/22/2018 12:41 PM Precision worked on Saturday 1/20/18 installing the remainder of the 12" sanitary main between MH 1-C2 and MH 1-C1. This was approx. 20' of main that was connected to MH 1-C2. Bedding rock is covering this section of pipe. It is raining today and there is a stream of water running into the excavated pit for the manhole. The manhole base has only been installed at this time.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 02/13/2018 9:41 AM Danny with Precision had a few questions that he needed answered about the placement of fire hydrants. Precision is working on installing the outside drop assembly for MH1-C2. The manhole has been core drilled a PSX Direct Drive manhole gasket has been installed to connect the proposed 12" sanitary main to MH 1-C2.
PW-Main inspection
Corrective Action Required
02/13/2018
Brice Lawson 02/13/2018 3:27 PM The sanitary line segments and manholes have been installed for sanitary lines 1-A and 1-B. The contractor has requested to begin sanitary testing soon. I inspected all of the manholes on these two lines. Make the following corrections. Remove the excess masitic at the horizontal joints in MH 1-B1 and MH 1-A7. Install the invert for the new 8" pipe that was connected to the existing City MH 64-003.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 02/13/2018 3:40 PM Precision has installed the 12" SDR 26 sewer pipe from MH 1-C2 to MH 62-003. The PVC SDR 26 outside drop pipe has been installed at MH 1-C2. The pipe was connected to MH 62-003 with a PSX Direct Drive manhole connector. Part of the pipe has been bedded in clear rock. The crew was installing the rebar for the vertical encasement for the outside drop assembly.
Water Line - Thrust Restraint Partial 2/12/2018 at 12:00 AM 02/14/2018
PW-Misc
Informational
02/08/2018
Brice Lawson 02/08/2018 5:33 PM The thrust blocks were installed on the 45 degree bends located at STA. 4+66.63, STA. 3+88.14, STA. 3+47.49, STA. 2+97.36 and STA. 2+19.41. WA610-1-4 concrete mix was used for these thrust blocks.
Sanitary Sewer Construction Inspection Partial 2/14/2018 at 9:30 AM 02/14/2018
PW-Main inspection
Informational
02/13/2018
Brice Lawson 11/16/2017 10:46 AM Precision broke an existing 21" I/D sanitary main that is approx. 11' west of the existing 20" PVC force main located at STA. 1+36.30. This was damaged when they were excavating to install the proposed 8" sewer pipe between MH 1-A1 and existing MH 64-003. Barry Parks with LBVSD came on site and confirmed that this damaged DI pipe is an abandoned LBVSD sewer pipe. He said he is ok if the pipe is plugged on each side of the broken area.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 11/17/2017 2:06 PM Precision is excavating the sanitary trench between proposed MH 1-A1 and the existing City MH 1-A1. Rock has been encountered in this trench and is being broke up with a stinger attachment.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 11/20/2017 3:15 PM Precision has installed the base for MH 1-A1. The 8" SDR 26 sewer main has been installed from MH 1-A1 to the existing City MH 64-003. It appears that full sticks of pipe have been used except at the closure at the MH. The pipe has been bedded in clean rock.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 11/28/2017 11:16 AM Precision has installed the base for MH 1-A3. The 8" sanitary main has been installed from MH 1-A2 to MH 1-A3. The service wyes have been installed for lots 6,7,8,9,12 and 13. The pipe is being bedded and covered with clean gravel.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 11/30/2017 3:40 PM Precision has installed the concrete cradle for the outside drop assembley outside of MH 1-A1. The Stubs and tracer wires have been installed for lots 6, 9, 10, and 11. The flowable fill trench checks have been installed on the stubs for lots 10 and 11. 4" SDR 26 pipe is being used for the stubs. The pipes are being bedded in clean rock.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 12/01/2017 11:51 AM Precision is working on the sanitary main between just north of MH 1-A3. The stubs for lots 6,7,8,9 and 12 have been installed. The trench checks for lots 6,8,9,12 and 13 have been installed.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 12/05/2017 4:26 PM Precision has installed the 8" sanitary main from MH 1-A3 to the wye at STA. 7+60. The main is being bedded in clean rock. The wye fittings were installed for lots 5, 14,15,16 and 17. The tracer wire and stubs have been installed for lots 14, 15 and 16. The stubs and main trenches from the tie in to existing MH to MH 1-A3 have been partially backfilled. It appears that the trenches are being backfilled and compacted in lifts with a sheepsfoot style compactor. It appears that the trenches are at least 5' wide. There is a testing lab on site taking compaction tests every 50' on the main and on the stub crossings across the road.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 12/08/2017 11:28 AM The 8" sanitary main has been installed on line 1-A from STA. 7+60 to MH 1-A4. The base for MH 1-A4 has been installed. The stubs and tracers wires appear to be installed from MH 1-A3 to MH 1-A4. The 8" SDR 26 main has been installed from MH 1-A4 to approx. STA. 3+20 on line 1-B. Some of the wyes and stubs have been installed. Tracer wires are being installed with the stubs. Areas for trench checks have been excavated. It appears that the pipes are being bedded in clean rock. The sanitary main between MH 1-A3 and MH 1-A4 is being backfilled. A sheepsfoot style compactor is being used to compact the soil. The trenches appear to be about 5' wide. KCTE is on site to perform moisture density testing. I let Daniel Bryant with KCTE know that the moisture content for soil backfill of the trenches is +/- 2%.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 12/11/2017 3:41 PM The 8" SDR 26 sewer main has been installed from MH 1-A4 to approx. STA. 9+16. The pipe has been bedded in clean rock. The wye fitting, tracer wire and stub have been installed for lot 18.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 12/12/2017 4:14 PM Precision has installed the base for MH 1-A5.The 8" sanitary main has been installed from STA. 9+35 to MH 1-A5. The stub wye and tracer wire have been installed for lots 19 and 29. The 8" sanitary main has been installed from MH 1-A5 to approx. STA. 10+65. The wye fitting has been installed for lot 28. The pipe is being bedded in clean rock. KCTE was on site performing moisture/denstity testing on the sanitary trench backfill. On 12/11 a SDR 35 wye was installed for lot 19. Precision assured me that the SDR 35 wyes and 45 bend fittings were only installed at lot 19. They removed the wye and installed a SDR 26 wye and removed the rest of the SDR 35 wyes from the site.
PW-Main inspection
Informational
02/13/2018
-------------------------------------- Brice Lawson 12/13/2017 3:09 PM Precision has installed the 8" SDR 26 sanitary main from approx. STA. 10+65 to the wye fitting at STA. 11+36 on line 1-A. The sewer stubs, wyes and tracer wires have been installed for lots 27, 28, 20 and 21. The rebar cage has been installed for the encasement at STA. 10+47. The rebar cage appeared to be installed in a typical manner. The crew was getting ready to install the concrete. They plan to use a vibrator.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 12/14/2017 4:38 PM Precision has installed the 8" sanitary main for line 1-A from STA. 11+36 to MH 1-A6. The 8" sanitary main has been installed from MH 1-A6 to the wye fitting located at STA. 12+93. The stubs have been installed for lots 23, 24 and 26. The trench check has been installed for lot 24. It appeared the pipes are being bedded and covered with clean rock. The sewer main and stub trenches are being backfilled between MH 1-A4 and MH 1-A6. It appears that the fill is being placed in lifts and compacted with a sheepsfoot style compactor. KCTE is on site performing moisture density testing on the backfill. The crew was getting ready to install MH 1-A7 and the stub for lot 25.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 12/19/2017 3:31 PM The sewer stub and tracer wire for lot 25 have been installed. This has been partially backfilled. The base for MH 1-C1 has been installed on a bed of clean rock. Approx. 75' of 12" SDR 26 sewer main has been installed in clean rock from this manhole towards MH 1-C2. It appears that the pipe is being bedded and covered with clean rock.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 12/20/2017 3:25 PM Precision is installing the 12" SDR 26 sewer main pipe between MH 1-C1 and MH 1-C2. It appears that the pipe is being bedded and covered with clean rock. The existing MH 64-001 has been exposed in preparation of the bore to be completed.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 12/22/2017 2:13 PM It appears that the 12" PVC sanitary main has been installed from approx. 2+15 to approx. STA. 4+24 on sanitary line 1-C. The existing manhole 62-001 has been core drilled and it appears that the 12" PVC sanitary main has been installed from this manhole to MH 1-C1. It appears that the pipe is being bedded and covered in clean rock. It appears that the gasket has been installed at the core hole. It appears that there is at least 6" between the core hole and the hole for the existing main.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 01/22/2018 12:41 PM Precision worked on Saturday 1/20/18 installing the remainder of the 12" sanitary main between MH 1-C2 and MH 1-C1. This was approx. 20' of main that was connected to MH 1-C2. Bedding rock is covering this section of pipe. It is raining today and there is a stream of water running into the excavated pit for the manhole. The manhole base has only been installed at this time.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 02/13/2018 9:41 AM Danny with Precision had a few questions that he needed answered about the placement of fire hydrants. Precision is working on installing the outside drop assembly for MH1-C2. The manhole has been core drilled a PSX Direct Drive manhole gasket has been installed to connect the proposed 12" sanitary main to MH 1-C2.
PW-Main inspection
Corrective Action Required
02/13/2018
Brice Lawson 02/13/2018 3:27 PM The sanitary line segments and manholes have been installed for sanitary lines 1-A and 1-B. The contractor has requested to begin sanitary testing soon. I inspected all of the manholes on these two lines. Make the following corrections. Remove the excess masitic at the horizontal joints in MH 1-B1 and MH 1-A7. Install the invert for the new 8" pipe that was connected to the existing City MH 64-003.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 02/13/2018 3:40 PM Precision has installed the 12" SDR 26 sewer pipe from MH 1-C2 to MH 62-003. The PVC SDR 26 outside drop pipe has been installed at MH 1-C2. The pipe was connected to MH 62-003 with a PSX Direct Drive manhole connector. Part of the pipe has been bedded in clear rock. The crew was installing the rebar for the vertical encasement for the outside drop assembly.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 02/14/2018 10:28 AM Precision is installing the vertical concrete encasement for the outside drop assembly for MH 1-C2. WA610-1-4 concrete mix was used. A vibratator was used to consolidate the concrete. It appears that the rebar cage was installed for the encasement. The inverts was installed for MH1-C1 with this same concrete mix.
Erosion Control Inspection Failed 2/13/2018 at 2:25 PM 02/14/2018
PW-Devices for Erosion and Sediment Control
Partial Correction
02/13/2018
There are problems with the erosion control devices on your site. Brice Lawson 01/09/2018 11:52 AM Repair/replace the damaged silt fence on the east side of the site. Install larger rock at the construction entrace. Remove all mud and debris that gets tracked onto the street from this site. Partial Correction--Brice Lawson 01/19/2018 3:07 PM A construction entrance has been installed with larger rock.
PW-Devices for Erosion and Sediment Control
Corrective Action Required
02/13/2018
There are problems with the erosion control devices on your site. Jeremy Young 02/13/2018 2:54 PM The ESC devices for the site have not been maintained to workign order. These devices have been covered up and partially removed during the contruction process. Please correct these ESC devices to make sure they are working properly.
PW-Misc
Corrective Action Required
02/14/2018
Jeremy Young 02/13/2018 14:35 PM The ESC devices for this location have been partially removed during the construction process. Please put up and attach the devices as designed. Will check back to make sure this has been completed.
Water Line - Thrust Restraint Partial 2/14/2018 at 1:00 PM 02/14/2018
PW-Misc
Informational
02/09/2018
Brice Lawson 02/08/2018 5:33 PM The thrust blocks were installed on the 45 degree bends located at STA. 4+66.63, STA. 3+88.14, STA. 3+47.49, STA. 2+97.36 and STA. 2+19.41. WA610-1-4 concrete mix was used for these thrust blocks.
PW-Misc
Informational
02/09/2018
Tom Chandler 02/09/2018 3:53 PM Backfield and tested from station 12+00 to station 14+10.
PW-Misc
Informational
02/14/2018
Brice Lawson 02/14/2018 1:38 PM The thrust blocks have been installed behind the fire hydrants and the tee fittings for the fire hydrants lines at STA. 7+90.54 and STA. 4+78.70 on line 1-2, STA. 1+96.45 on line 1-1. WA610-1-4 concrete mix was used for the thrust blocks. It appears that the blocks were poured against undesturbed soil.
Water Line - Thrust Restraint Partial 2/14/2018 at 2:00 PM 02/14/2018
PW-Misc
Informational
02/14/2018
Brice Lawson 02/14/2018 3:28 PM The thrust block has been installed at the tee fitting located at STA. 3+52 on water line 1-1. WA610-1-4 concrete mix was used.
Sanitary Sewer Construction Inspection Partial 2/14/2018 at 2:30 PM 02/14/2018
PW-Main inspection
Informational
02/14/2018
Brice Lawson 11/16/2017 10:46 AM Precision broke an existing 21" I/D sanitary main that is approx. 11' west of the existing 20" PVC force main located at STA. 1+36.30. This was damaged when they were excavating to install the proposed 8" sewer pipe between MH 1-A1 and existing MH 64-003. Barry Parks with LBVSD came on site and confirmed that this damaged DI pipe is an abandoned LBVSD sewer pipe. He said he is ok if the pipe is plugged on each side of the broken area.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 11/17/2017 2:06 PM Precision is excavating the sanitary trench between proposed MH 1-A1 and the existing City MH 1-A1. Rock has been encountered in this trench and is being broke up with a stinger attachment.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 11/20/2017 3:15 PM Precision has installed the base for MH 1-A1. The 8" SDR 26 sewer main has been installed from MH 1-A1 to the existing City MH 64-003. It appears that full sticks of pipe have been used except at the closure at the MH. The pipe has been bedded in clean rock.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 11/28/2017 11:16 AM Precision has installed the base for MH 1-A3. The 8" sanitary main has been installed from MH 1-A2 to MH 1-A3. The service wyes have been installed for lots 6,7,8,9,12 and 13. The pipe is being bedded and covered with clean gravel.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 11/30/2017 3:40 PM Precision has installed the concrete cradle for the outside drop assembley outside of MH 1-A1. The Stubs and tracer wires have been installed for lots 6, 9, 10, and 11. The flowable fill trench checks have been installed on the stubs for lots 10 and 11. 4" SDR 26 pipe is being used for the stubs. The pipes are being bedded in clean rock.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 12/01/2017 11:51 AM Precision is working on the sanitary main between just north of MH 1-A3. The stubs for lots 6,7,8,9 and 12 have been installed. The trench checks for lots 6,8,9,12 and 13 have been installed.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 12/05/2017 4:26 PM Precision has installed the 8" sanitary main from MH 1-A3 to the wye at STA. 7+60. The main is being bedded in clean rock. The wye fittings were installed for lots 5, 14,15,16 and 17. The tracer wire and stubs have been installed for lots 14, 15 and 16. The stubs and main trenches from the tie in to existing MH to MH 1-A3 have been partially backfilled. It appears that the trenches are being backfilled and compacted in lifts with a sheepsfoot style compactor. It appears that the trenches are at least 5' wide. There is a testing lab on site taking compaction tests every 50' on the main and on the stub crossings across the road.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 12/08/2017 11:28 AM The 8" sanitary main has been installed on line 1-A from STA. 7+60 to MH 1-A4. The base for MH 1-A4 has been installed. The stubs and tracers wires appear to be installed from MH 1-A3 to MH 1-A4. The 8" SDR 26 main has been installed from MH 1-A4 to approx. STA. 3+20 on line 1-B. Some of the wyes and stubs have been installed. Tracer wires are being installed with the stubs. Areas for trench checks have been excavated. It appears that the pipes are being bedded in clean rock. The sanitary main between MH 1-A3 and MH 1-A4 is being backfilled. A sheepsfoot style compactor is being used to compact the soil. The trenches appear to be about 5' wide. KCTE is on site to perform moisture density testing. I let Daniel Bryant with KCTE know that the moisture content for soil backfill of the trenches is +/- 2%.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 12/11/2017 3:41 PM The 8" SDR 26 sewer main has been installed from MH 1-A4 to approx. STA. 9+16. The pipe has been bedded in clean rock. The wye fitting, tracer wire and stub have been installed for lot 18.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 12/12/2017 4:14 PM Precision has installed the base for MH 1-A5.The 8" sanitary main has been installed from STA. 9+35 to MH 1-A5. The stub wye and tracer wire have been installed for lots 19 and 29. The 8" sanitary main has been installed from MH 1-A5 to approx. STA. 10+65. The wye fitting has been installed for lot 28. The pipe is being bedded in clean rock. KCTE was on site performing moisture/denstity testing on the sanitary trench backfill. On 12/11 a SDR 35 wye was installed for lot 19. Precision assured me that the SDR 35 wyes and 45 bend fittings were only installed at lot 19. They removed the wye and installed a SDR 26 wye and removed the rest of the SDR 35 wyes from the site.
PW-Main inspection
Informational
02/14/2018
-------------------------------------- Brice Lawson 12/13/2017 3:09 PM Precision has installed the 8" SDR 26 sanitary main from approx. STA. 10+65 to the wye fitting at STA. 11+36 on line 1-A. The sewer stubs, wyes and tracer wires have been installed for lots 27, 28, 20 and 21. The rebar cage has been installed for the encasement at STA. 10+47. The rebar cage appeared to be installed in a typical manner. The crew was getting ready to install the concrete. They plan to use a vibrator.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 12/14/2017 4:38 PM Precision has installed the 8" sanitary main for line 1-A from STA. 11+36 to MH 1-A6. The 8" sanitary main has been installed from MH 1-A6 to the wye fitting located at STA. 12+93. The stubs have been installed for lots 23, 24 and 26. The trench check has been installed for lot 24. It appeared the pipes are being bedded and covered with clean rock. The sewer main and stub trenches are being backfilled between MH 1-A4 and MH 1-A6. It appears that the fill is being placed in lifts and compacted with a sheepsfoot style compactor. KCTE is on site performing moisture density testing on the backfill. The crew was getting ready to install MH 1-A7 and the stub for lot 25.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 12/19/2017 3:31 PM The sewer stub and tracer wire for lot 25 have been installed. This has been partially backfilled. The base for MH 1-C1 has been installed on a bed of clean rock. Approx. 75' of 12" SDR 26 sewer main has been installed in clean rock from this manhole towards MH 1-C2. It appears that the pipe is being bedded and covered with clean rock.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 12/20/2017 3:25 PM Precision is installing the 12" SDR 26 sewer main pipe between MH 1-C1 and MH 1-C2. It appears that the pipe is being bedded and covered with clean rock. The existing MH 64-001 has been exposed in preparation of the bore to be completed.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 12/22/2017 2:13 PM It appears that the 12" PVC sanitary main has been installed from approx. 2+15 to approx. STA. 4+24 on sanitary line 1-C. The existing manhole 62-001 has been core drilled and it appears that the 12" PVC sanitary main has been installed from this manhole to MH 1-C1. It appears that the pipe is being bedded and covered in clean rock. It appears that the gasket has been installed at the core hole. It appears that there is at least 6" between the core hole and the hole for the existing main.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 01/22/2018 12:41 PM Precision worked on Saturday 1/20/18 installing the remainder of the 12" sanitary main between MH 1-C2 and MH 1-C1. This was approx. 20' of main that was connected to MH 1-C2. Bedding rock is covering this section of pipe. It is raining today and there is a stream of water running into the excavated pit for the manhole. The manhole base has only been installed at this time.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 02/13/2018 9:41 AM Danny with Precision had a few questions that he needed answered about the placement of fire hydrants. Precision is working on installing the outside drop assembly for MH1-C2. The manhole has been core drilled a PSX Direct Drive manhole gasket has been installed to connect the proposed 12" sanitary main to MH 1-C2.
PW-Main inspection
Corrective Action Required
02/14/2018
Brice Lawson 02/13/2018 3:27 PM The sanitary line segments and manholes have been installed for sanitary lines 1-A and 1-B. The contractor has requested to begin sanitary testing soon. I inspected all of the manholes on these two lines. Make the following corrections. Remove the excess masitic at the horizontal joints in MH 1-B1 and MH 1-A7. Install the invert for the new 8" pipe that was connected to the existing City MH 64-003.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 02/13/2018 3:40 PM Precision has installed the 12" SDR 26 sewer pipe from MH 1-C2 to MH 62-003. The PVC SDR 26 outside drop pipe has been installed at MH 1-C2. The pipe was connected to MH 62-003 with a PSX Direct Drive manhole connector. Part of the pipe has been bedded in clear rock. The crew was installing the rebar for the vertical encasement for the outside drop assembly.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 02/14/2018 10:28 AM Precision is installing the vertical concrete encasement for the outside drop assembly for MH 1-C2. WA610-1-4 concrete mix was used. A vibratator was used to consolidate the concrete. It appears that the rebar cage was installed for the encasement. The inverts was installed for MH1-C1 with this same concrete mix.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 02/14/2018 3:36 PM The cone section was installed on MH 1-C1. Mastic was installed between the cone and base. The exterior joint has been wrapped. The 4" adjustment ring has been installed with mastic.
Sanitary Sewer - Vacuum Partial 2/15/2018 at 8:15 AM 02/15/2018
PW-Misc
Informational
02/15/2018
Brice Lawson 02/15/2018 5:04 PM A vacuum test was performed on the following manholes: MH 1-A1 Start 10 inHg End 9.5 inHg Duration 2min Test Passed MH 1-A2 Start 10 inHg End 9.5 inHg Duration 2.5 min Test Passed MH 1-A3 Start 10 inHg End 9.5 inHg Duration 2.5 min Test Passed MH 1-A4 Start 10 inHg End 9.5 inHg Duration 2.5 min Test Passed
Sanitary Sewer - Air Test Partial 2/15/2018 at 9:16 AM 02/15/2018
PW-Misc
Informational
02/15/2018
Brice Lawson 02/15/2018 5:10 PM The following sanitary line segments were are tested: MH 1-A1 to MH 1-A2 Start 4 psi End 4 psi Test Duration 7:34 Test Passed MH 1-A2 to MH 1-A3 Start 4 psi End 3.95 psi Test Duration 7:34 Test Passed MH 1-A3 to MH 1-A4 Start 4 psi End 3.9 Test Duration 7:37 Test Passed
Sanitary Sewer - Vacuum Partial 2/15/2018 at 1:15 PM 02/15/2018
PW-Misc
Informational
02/15/2018
Brice Lawson 02/15/2018 5:04 PM A vacuum test was performed on the following manholes: MH 1-A1 Start 10 inHg End 9.5 inHg Duration 2min Test Passed MH 1-A2 Start 10 inHg End 9.5 inHg Duration 2.5 min Test Passed MH 1-A3 Start 10 inHg End 9.5 inHg Duration 2.5 min Test Passed MH 1-A4 Start 10 inHg End 9.5 inHg Duration 2.5 min Test Passed
PW-Misc
Corrective Action Required
02/15/2018
Brice Lawson 02/15/2018 5:15 PM The following manholes were vacuum tested: MH 1-B1 Start 10 inHg End 8.75 inHg Duration 2.5 min Test Failed-The plugs were adjusted and the MH was retested MH 1-B1 Start 10 inHg End 9.0 Duration 2.5 min Test Passed MH 1-A5 Start 10 inHg End 8.5 inHg Duration 2.5 min Test Failed Make proper corrections and retest MH 1-A5
Sanitary Sewer - Air Test Partial 2/15/2018 at 2:01 PM 02/15/2018
PW-Misc
Informational
02/15/2018
Brice Lawson 02/15/2018 5:10 PM The following sanitary line segments were are tested: MH 1-A1 to MH 1-A2 Start 4 psi End 4 psi Test Duration 7:34 Test Passed MH 1-A2 to MH 1-A3 Start 4 psi End 3.95 psi Test Duration 7:34 Test Passed MH 1-A3 to MH 1-A4 Start 4 psi End 3.9 Test Duration 7:37 Test Passed
PW-Misc
Informational
02/15/2018
Brice Lawson 02/15/2018 5:20 PM The following sanitary line segments were air tested: MH 1-A4 to MH 1-B1 Start 4.0 psi End 3.95 psi Test Duration 7:34 Test Passed MH 1-A4 to MH 1-A5 Start 4.0 psi End 3.9 psi Test Duration 7:34 Test passed
Sanitary Sewer Construction Inspection Partial 2/15/2018 at 3:46 PM 02/15/2018
PW-Main inspection
Informational
02/14/2018
Brice Lawson 11/16/2017 10:46 AM Precision broke an existing 21" I/D sanitary main that is approx. 11' west of the existing 20" PVC force main located at STA. 1+36.30. This was damaged when they were excavating to install the proposed 8" sewer pipe between MH 1-A1 and existing MH 64-003. Barry Parks with LBVSD came on site and confirmed that this damaged DI pipe is an abandoned LBVSD sewer pipe. He said he is ok if the pipe is plugged on each side of the broken area.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 11/17/2017 2:06 PM Precision is excavating the sanitary trench between proposed MH 1-A1 and the existing City MH 1-A1. Rock has been encountered in this trench and is being broke up with a stinger attachment.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 11/20/2017 3:15 PM Precision has installed the base for MH 1-A1. The 8" SDR 26 sewer main has been installed from MH 1-A1 to the existing City MH 64-003. It appears that full sticks of pipe have been used except at the closure at the MH. The pipe has been bedded in clean rock.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 11/28/2017 11:16 AM Precision has installed the base for MH 1-A3. The 8" sanitary main has been installed from MH 1-A2 to MH 1-A3. The service wyes have been installed for lots 6,7,8,9,12 and 13. The pipe is being bedded and covered with clean gravel.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 11/30/2017 3:40 PM Precision has installed the concrete cradle for the outside drop assembley outside of MH 1-A1. The Stubs and tracer wires have been installed for lots 6, 9, 10, and 11. The flowable fill trench checks have been installed on the stubs for lots 10 and 11. 4" SDR 26 pipe is being used for the stubs. The pipes are being bedded in clean rock.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 12/01/2017 11:51 AM Precision is working on the sanitary main between just north of MH 1-A3. The stubs for lots 6,7,8,9 and 12 have been installed. The trench checks for lots 6,8,9,12 and 13 have been installed.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 12/05/2017 4:26 PM Precision has installed the 8" sanitary main from MH 1-A3 to the wye at STA. 7+60. The main is being bedded in clean rock. The wye fittings were installed for lots 5, 14,15,16 and 17. The tracer wire and stubs have been installed for lots 14, 15 and 16. The stubs and main trenches from the tie in to existing MH to MH 1-A3 have been partially backfilled. It appears that the trenches are being backfilled and compacted in lifts with a sheepsfoot style compactor. It appears that the trenches are at least 5' wide. There is a testing lab on site taking compaction tests every 50' on the main and on the stub crossings across the road.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 12/08/2017 11:28 AM The 8" sanitary main has been installed on line 1-A from STA. 7+60 to MH 1-A4. The base for MH 1-A4 has been installed. The stubs and tracers wires appear to be installed from MH 1-A3 to MH 1-A4. The 8" SDR 26 main has been installed from MH 1-A4 to approx. STA. 3+20 on line 1-B. Some of the wyes and stubs have been installed. Tracer wires are being installed with the stubs. Areas for trench checks have been excavated. It appears that the pipes are being bedded in clean rock. The sanitary main between MH 1-A3 and MH 1-A4 is being backfilled. A sheepsfoot style compactor is being used to compact the soil. The trenches appear to be about 5' wide. KCTE is on site to perform moisture density testing. I let Daniel Bryant with KCTE know that the moisture content for soil backfill of the trenches is +/- 2%.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 12/11/2017 3:41 PM The 8" SDR 26 sewer main has been installed from MH 1-A4 to approx. STA. 9+16. The pipe has been bedded in clean rock. The wye fitting, tracer wire and stub have been installed for lot 18.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 12/12/2017 4:14 PM Precision has installed the base for MH 1-A5.The 8" sanitary main has been installed from STA. 9+35 to MH 1-A5. The stub wye and tracer wire have been installed for lots 19 and 29. The 8" sanitary main has been installed from MH 1-A5 to approx. STA. 10+65. The wye fitting has been installed for lot 28. The pipe is being bedded in clean rock. KCTE was on site performing moisture/denstity testing on the sanitary trench backfill. On 12/11 a SDR 35 wye was installed for lot 19. Precision assured me that the SDR 35 wyes and 45 bend fittings were only installed at lot 19. They removed the wye and installed a SDR 26 wye and removed the rest of the SDR 35 wyes from the site.
PW-Main inspection
Informational
02/14/2018
-------------------------------------- Brice Lawson 12/13/2017 3:09 PM Precision has installed the 8" SDR 26 sanitary main from approx. STA. 10+65 to the wye fitting at STA. 11+36 on line 1-A. The sewer stubs, wyes and tracer wires have been installed for lots 27, 28, 20 and 21. The rebar cage has been installed for the encasement at STA. 10+47. The rebar cage appeared to be installed in a typical manner. The crew was getting ready to install the concrete. They plan to use a vibrator.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 12/14/2017 4:38 PM Precision has installed the 8" sanitary main for line 1-A from STA. 11+36 to MH 1-A6. The 8" sanitary main has been installed from MH 1-A6 to the wye fitting located at STA. 12+93. The stubs have been installed for lots 23, 24 and 26. The trench check has been installed for lot 24. It appeared the pipes are being bedded and covered with clean rock. The sewer main and stub trenches are being backfilled between MH 1-A4 and MH 1-A6. It appears that the fill is being placed in lifts and compacted with a sheepsfoot style compactor. KCTE is on site performing moisture density testing on the backfill. The crew was getting ready to install MH 1-A7 and the stub for lot 25.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 12/19/2017 3:31 PM The sewer stub and tracer wire for lot 25 have been installed. This has been partially backfilled. The base for MH 1-C1 has been installed on a bed of clean rock. Approx. 75' of 12" SDR 26 sewer main has been installed in clean rock from this manhole towards MH 1-C2. It appears that the pipe is being bedded and covered with clean rock.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 12/20/2017 3:25 PM Precision is installing the 12" SDR 26 sewer main pipe between MH 1-C1 and MH 1-C2. It appears that the pipe is being bedded and covered with clean rock. The existing MH 64-001 has been exposed in preparation of the bore to be completed.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 12/22/2017 2:13 PM It appears that the 12" PVC sanitary main has been installed from approx. 2+15 to approx. STA. 4+24 on sanitary line 1-C. The existing manhole 62-001 has been core drilled and it appears that the 12" PVC sanitary main has been installed from this manhole to MH 1-C1. It appears that the pipe is being bedded and covered in clean rock. It appears that the gasket has been installed at the core hole. It appears that there is at least 6" between the core hole and the hole for the existing main.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 01/22/2018 12:41 PM Precision worked on Saturday 1/20/18 installing the remainder of the 12" sanitary main between MH 1-C2 and MH 1-C1. This was approx. 20' of main that was connected to MH 1-C2. Bedding rock is covering this section of pipe. It is raining today and there is a stream of water running into the excavated pit for the manhole. The manhole base has only been installed at this time.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 02/13/2018 9:41 AM Danny with Precision had a few questions that he needed answered about the placement of fire hydrants. Precision is working on installing the outside drop assembly for MH1-C2. The manhole has been core drilled a PSX Direct Drive manhole gasket has been installed to connect the proposed 12" sanitary main to MH 1-C2.
PW-Main inspection
Corrective Action Required
02/14/2018
Brice Lawson 02/13/2018 3:27 PM The sanitary line segments and manholes have been installed for sanitary lines 1-A and 1-B. The contractor has requested to begin sanitary testing soon. I inspected all of the manholes on these two lines. Make the following corrections. Remove the excess masitic at the horizontal joints in MH 1-B1 and MH 1-A7. Install the invert for the new 8" pipe that was connected to the existing City MH 64-003.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 02/13/2018 3:40 PM Precision has installed the 12" SDR 26 sewer pipe from MH 1-C2 to MH 62-003. The PVC SDR 26 outside drop pipe has been installed at MH 1-C2. The pipe was connected to MH 62-003 with a PSX Direct Drive manhole connector. Part of the pipe has been bedded in clear rock. The crew was installing the rebar for the vertical encasement for the outside drop assembly.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 02/14/2018 10:28 AM Precision is installing the vertical concrete encasement for the outside drop assembly for MH 1-C2. WA610-1-4 concrete mix was used. A vibratator was used to consolidate the concrete. It appears that the rebar cage was installed for the encasement. The inverts was installed for MH1-C1 with this same concrete mix.
PW-Main inspection
Informational
02/14/2018
Brice Lawson 02/14/2018 3:36 PM The cone section was installed on MH 1-C1. Mastic was installed between the cone and base. The exterior joint has been wrapped. The 4" adjustment ring has been installed with mastic.
PW-Main inspection
Informational
02/15/2018
Brice Lawson 02/15/2018 5:23 PM The concrete pipe cradle has been installed for the sanitary line at MH 1-C2. It appears that the cradle has been installed in compliance with the detail. The rebar has been installed.
Sanitary Sewer Construction Inspection Partial 2/16/2018 at 9:00 AM 02/16/2018
PW-Main inspection
Informational
02/15/2018
Brice Lawson 11/16/2017 10:46 AM Precision broke an existing 21" I/D sanitary main that is approx. 11' west of the existing 20" PVC force main located at STA. 1+36.30. This was damaged when they were excavating to install the proposed 8" sewer pipe between MH 1-A1 and existing MH 64-003. Barry Parks with LBVSD came on site and confirmed that this damaged DI pipe is an abandoned LBVSD sewer pipe. He said he is ok if the pipe is plugged on each side of the broken area.
PW-Main inspection
Informational
02/15/2018
Brice Lawson 11/17/2017 2:06 PM Precision is excavating the sanitary trench between proposed MH 1-A1 and the existing City MH 1-A1. Rock has been encountered in this trench and is being broke up with a stinger attachment.
PW-Main inspection
Informational
02/15/2018
Brice Lawson 11/20/2017 3:15 PM Precision has installed the base for MH 1-A1. The 8" SDR 26 sewer main has been installed from MH 1-A1 to the existing City MH 64-003. It appears that full sticks of pipe have been used except at the closure at the MH. The pipe has been bedded in clean rock.
PW-Main inspection
Informational
02/15/2018
Brice Lawson 11/28/2017 11:16 AM Precision has installed the base for MH 1-A3. The 8" sanitary main has been installed from MH 1-A2 to MH 1-A3. The service wyes have been installed for lots 6,7,8,9,12 and 13. The pipe is being bedded and covered with clean gravel.
PW-Main inspection
Informational
02/15/2018
Brice Lawson 11/30/2017 3:40 PM Precision has installed the concrete cradle for the outside drop assembley outside of MH 1-A1. The Stubs and tracer wires have been installed for lots 6, 9, 10, and 11. The flowable fill trench checks have been installed on the stubs for lots 10 and 11. 4" SDR 26 pipe is being used for the stubs. The pipes are being bedded in clean rock.
PW-Main inspection
Informational
02/15/2018
Brice Lawson 12/01/2017 11:51 AM Precision is working on the sanitary main between just north of MH 1-A3. The stubs for lots 6,7,8,9 and 12 have been installed. The trench checks for lots 6,8,9,12 and 13 have been installed.
PW-Main inspection
Informational
02/15/2018
Brice Lawson 12/05/2017 4:26 PM Precision has installed the 8" sanitary main from MH 1-A3 to the wye at STA. 7+60. The main is being bedded in clean rock. The wye fittings were installed for lots 5, 14,15,16 and 17. The tracer wire and stubs have been installed for lots 14, 15 and 16. The stubs and main trenches from the tie in to existing MH to MH 1-A3 have been partially backfilled. It appears that the trenches are being backfilled and compacted in lifts with a sheepsfoot style compactor. It appears that the trenches are at least 5' wide. There is a testing lab on site taking compaction tests every 50' on the main and on the stub crossings across the road.
PW-Main inspection
Informational
02/15/2018
Brice Lawson 12/08/2017 11:28 AM The 8" sanitary main has been installed on line 1-A from STA. 7+60 to MH 1-A4. The base for MH 1-A4 has been installed. The stubs and tracers wires appear to be installed from MH 1-A3 to MH 1-A4. The 8" SDR 26 main has been installed from MH 1-A4 to approx. STA. 3+20 on line 1-B. Some of the wyes and stubs have been installed. Tracer wires are being installed with the stubs. Areas for trench checks have been excavated. It appears that the pipes are being bedded in clean rock. The sanitary main between MH 1-A3 and MH 1-A4 is being backfilled. A sheepsfoot style compactor is being used to compact the soil. The trenches appear to be about 5' wide. KCTE is on site to perform moisture density testing. I let Daniel Bryant with KCTE know that the moisture content for soil backfill of the trenches is +/- 2%.
PW-Main inspection
Informational
02/15/2018
Brice Lawson 12/11/2017 3:41 PM The 8" SDR 26 sewer main has been installed from MH 1-A4 to approx. STA. 9+16. The pipe has been bedded in clean rock. The wye fitting, tracer wire and stub have been installed for lot 18.
PW-Main inspection
Informational
02/15/2018
Brice Lawson 12/12/2017 4:14 PM Precision has installed the base for MH 1-A5.The 8" sanitary main has been installed from STA. 9+35 to MH 1-A5. The stub wye and tracer wire have been installed for lots 19 and 29. The 8" sanitary main has been installed from MH 1-A5 to approx. STA. 10+65. The wye fitting has been installed for lot 28. The pipe is being bedded in clean rock. KCTE was on site performing moisture/denstity testing on the sanitary trench backfill. On 12/11 a SDR 35 wye was installed for lot 19. Precision assured me that the SDR 35 wyes and 45 bend fittings were only installed at lot 19. They removed the wye and installed a SDR 26 wye and removed the rest of the SDR 35 wyes from the site.
PW-Main inspection
Informational
02/15/2018
-------------------------------------- Brice Lawson 12/13/2017 3:09 PM Precision has installed the 8" SDR 26 sanitary main from approx. STA. 10+65 to the wye fitting at STA. 11+36 on line 1-A. The sewer stubs, wyes and tracer wires have been installed for lots 27, 28, 20 and 21. The rebar cage has been installed for the encasement at STA. 10+47. The rebar cage appeared to be installed in a typical manner. The crew was getting ready to install the concrete. They plan to use a vibrator.
PW-Main inspection
Informational
02/15/2018
Brice Lawson 12/14/2017 4:38 PM Precision has installed the 8" sanitary main for line 1-A from STA. 11+36 to MH 1-A6. The 8" sanitary main has been installed from MH 1-A6 to the wye fitting located at STA. 12+93. The stubs have been installed for lots 23, 24 and 26. The trench check has been installed for lot 24. It appeared the pipes are being bedded and covered with clean rock. The sewer main and stub trenches are being backfilled between MH 1-A4 and MH 1-A6. It appears that the fill is being placed in lifts and compacted with a sheepsfoot style compactor. KCTE is on site performing moisture density testing on the backfill. The crew was getting ready to install MH 1-A7 and the stub for lot 25.
PW-Main inspection
Informational
02/15/2018
Brice Lawson 12/19/2017 3:31 PM The sewer stub and tracer wire for lot 25 have been installed. This has been partially backfilled. The base for MH 1-C1 has been installed on a bed of clean rock. Approx. 75' of 12" SDR 26 sewer main has been installed in clean rock from this manhole towards MH 1-C2. It appears that the pipe is being bedded and covered with clean rock.
PW-Main inspection
Informational
02/15/2018
Brice Lawson 12/20/2017 3:25 PM Precision is installing the 12" SDR 26 sewer main pipe between MH 1-C1 and MH 1-C2. It appears that the pipe is being bedded and covered with clean rock. The existing MH 64-001 has been exposed in preparation of the bore to be completed.
PW-Main inspection
Informational
02/15/2018
Brice Lawson 12/22/2017 2:13 PM It appears that the 12" PVC sanitary main has been installed from approx. 2+15 to approx. STA. 4+24 on sanitary line 1-C. The existing manhole 62-001 has been core drilled and it appears that the 12" PVC sanitary main has been installed from this manhole to MH 1-C1. It appears that the pipe is being bedded and covered in clean rock. It appears that the gasket has been installed at the core hole. It appears that there is at least 6" between the core hole and the hole for the existing main.
PW-Main inspection
Informational
02/15/2018
Brice Lawson 01/22/2018 12:41 PM Precision worked on Saturday 1/20/18 installing the remainder of the 12" sanitary main between MH 1-C2 and MH 1-C1. This was approx. 20' of main that was connected to MH 1-C2. Bedding rock is covering this section of pipe. It is raining today and there is a stream of water running into the excavated pit for the manhole. The manhole base has only been installed at this time.
PW-Main inspection
Informational
02/15/2018
Brice Lawson 02/13/2018 9:41 AM Danny with Precision had a few questions that he needed answered about the placement of fire hydrants. Precision is working on installing the outside drop assembly for MH1-C2. The manhole has been core drilled a PSX Direct Drive manhole gasket has been installed to connect the proposed 12" sanitary main to MH 1-C2.
PW-Main inspection
Corrective Action Required
02/15/2018
Brice Lawson 02/13/2018 3:27 PM The sanitary line segments and manholes have been installed for sanitary lines 1-A and 1-B. The contractor has requested to begin sanitary testing soon. I inspected all of the manholes on these two lines. Make the following corrections. Remove the excess masitic at the horizontal joints in MH 1-B1 and MH 1-A7. Install the invert for the new 8" pipe that was connected to the existing City MH 64-003.
PW-Main inspection
Informational
02/15/2018
Brice Lawson 02/13/2018 3:40 PM Precision has installed the 12" SDR 26 sewer pipe from MH 1-C2 to MH 62-003. The PVC SDR 26 outside drop pipe has been installed at MH 1-C2. The pipe was connected to MH 62-003 with a PSX Direct Drive manhole connector. Part of the pipe has been bedded in clear rock. The crew was installing the rebar for the vertical encasement for the outside drop assembly.
PW-Main inspection
Informational
02/15/2018
Brice Lawson 02/14/2018 10:28 AM Precision is installing the vertical concrete encasement for the outside drop assembly for MH 1-C2. WA610-1-4 concrete mix was used. A vibratator was used to consolidate the concrete. It appears that the rebar cage was installed for the encasement. The inverts was installed for MH1-C1 with this same concrete mix.
PW-Main inspection
Informational
02/15/2018
Brice Lawson 02/14/2018 3:36 PM The cone section was installed on MH 1-C1. Mastic was installed between the cone and base. The exterior joint has been wrapped. The 4" adjustment ring has been installed with mastic.
PW-Main inspection
Informational
02/15/2018
Brice Lawson 02/15/2018 5:23 PM The concrete pipe cradle has been installed for the sanitary line at MH 1-C2. It appears that the cradle has been installed in compliance with the detail. The rebar has been installed.
PW-Main inspection
Corrective Action Required
02/16/2018
A main inspection has uncovered the following problems.Brice Lawson 02/16/2018 12:01 PM It appears that the existing City sanitary MH 64-003 has had sewer back up in it about 3' above the invert. I checked the downstream and upstream manholes and it appears that the mains are flowing fine at these manholes. It does appear that the main has backed up into these manholes. I made Gene Williams aware of the surge a manhole 64-003 and he contacted HDR to inform thiem vie email. I contacted Josh Roach with Water Utilities and he came to the site and plans to jet the 12" main in this area and see if anything is blocking the line. Follow up with Josh to see what he finds.
Sanitary Sewer Construction Inspection Partial 2/16/2018 at 1:15 PM 02/16/2018
PW-Main inspection
Informational
02/16/2018
Brice Lawson 11/16/2017 10:46 AM Precision broke an existing 21" I/D sanitary main that is approx. 11' west of the existing 20" PVC force main located at STA. 1+36.30. This was damaged when they were excavating to install the proposed 8" sewer pipe between MH 1-A1 and existing MH 64-003. Barry Parks with LBVSD came on site and confirmed that this damaged DI pipe is an abandoned LBVSD sewer pipe. He said he is ok if the pipe is plugged on each side of the broken area.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 11/17/2017 2:06 PM Precision is excavating the sanitary trench between proposed MH 1-A1 and the existing City MH 1-A1. Rock has been encountered in this trench and is being broke up with a stinger attachment.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 11/20/2017 3:15 PM Precision has installed the base for MH 1-A1. The 8" SDR 26 sewer main has been installed from MH 1-A1 to the existing City MH 64-003. It appears that full sticks of pipe have been used except at the closure at the MH. The pipe has been bedded in clean rock.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 11/28/2017 11:16 AM Precision has installed the base for MH 1-A3. The 8" sanitary main has been installed from MH 1-A2 to MH 1-A3. The service wyes have been installed for lots 6,7,8,9,12 and 13. The pipe is being bedded and covered with clean gravel.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 11/30/2017 3:40 PM Precision has installed the concrete cradle for the outside drop assembley outside of MH 1-A1. The Stubs and tracer wires have been installed for lots 6, 9, 10, and 11. The flowable fill trench checks have been installed on the stubs for lots 10 and 11. 4" SDR 26 pipe is being used for the stubs. The pipes are being bedded in clean rock.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 12/01/2017 11:51 AM Precision is working on the sanitary main between just north of MH 1-A3. The stubs for lots 6,7,8,9 and 12 have been installed. The trench checks for lots 6,8,9,12 and 13 have been installed.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 12/05/2017 4:26 PM Precision has installed the 8" sanitary main from MH 1-A3 to the wye at STA. 7+60. The main is being bedded in clean rock. The wye fittings were installed for lots 5, 14,15,16 and 17. The tracer wire and stubs have been installed for lots 14, 15 and 16. The stubs and main trenches from the tie in to existing MH to MH 1-A3 have been partially backfilled. It appears that the trenches are being backfilled and compacted in lifts with a sheepsfoot style compactor. It appears that the trenches are at least 5' wide. There is a testing lab on site taking compaction tests every 50' on the main and on the stub crossings across the road.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 12/08/2017 11:28 AM The 8" sanitary main has been installed on line 1-A from STA. 7+60 to MH 1-A4. The base for MH 1-A4 has been installed. The stubs and tracers wires appear to be installed from MH 1-A3 to MH 1-A4. The 8" SDR 26 main has been installed from MH 1-A4 to approx. STA. 3+20 on line 1-B. Some of the wyes and stubs have been installed. Tracer wires are being installed with the stubs. Areas for trench checks have been excavated. It appears that the pipes are being bedded in clean rock. The sanitary main between MH 1-A3 and MH 1-A4 is being backfilled. A sheepsfoot style compactor is being used to compact the soil. The trenches appear to be about 5' wide. KCTE is on site to perform moisture density testing. I let Daniel Bryant with KCTE know that the moisture content for soil backfill of the trenches is +/- 2%.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 12/11/2017 3:41 PM The 8" SDR 26 sewer main has been installed from MH 1-A4 to approx. STA. 9+16. The pipe has been bedded in clean rock. The wye fitting, tracer wire and stub have been installed for lot 18.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 12/12/2017 4:14 PM Precision has installed the base for MH 1-A5.The 8" sanitary main has been installed from STA. 9+35 to MH 1-A5. The stub wye and tracer wire have been installed for lots 19 and 29. The 8" sanitary main has been installed from MH 1-A5 to approx. STA. 10+65. The wye fitting has been installed for lot 28. The pipe is being bedded in clean rock. KCTE was on site performing moisture/denstity testing on the sanitary trench backfill. On 12/11 a SDR 35 wye was installed for lot 19. Precision assured me that the SDR 35 wyes and 45 bend fittings were only installed at lot 19. They removed the wye and installed a SDR 26 wye and removed the rest of the SDR 35 wyes from the site.
PW-Main inspection
Informational
02/16/2018
-------------------------------------- Brice Lawson 12/13/2017 3:09 PM Precision has installed the 8" SDR 26 sanitary main from approx. STA. 10+65 to the wye fitting at STA. 11+36 on line 1-A. The sewer stubs, wyes and tracer wires have been installed for lots 27, 28, 20 and 21. The rebar cage has been installed for the encasement at STA. 10+47. The rebar cage appeared to be installed in a typical manner. The crew was getting ready to install the concrete. They plan to use a vibrator.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 12/14/2017 4:38 PM Precision has installed the 8" sanitary main for line 1-A from STA. 11+36 to MH 1-A6. The 8" sanitary main has been installed from MH 1-A6 to the wye fitting located at STA. 12+93. The stubs have been installed for lots 23, 24 and 26. The trench check has been installed for lot 24. It appeared the pipes are being bedded and covered with clean rock. The sewer main and stub trenches are being backfilled between MH 1-A4 and MH 1-A6. It appears that the fill is being placed in lifts and compacted with a sheepsfoot style compactor. KCTE is on site performing moisture density testing on the backfill. The crew was getting ready to install MH 1-A7 and the stub for lot 25.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 12/19/2017 3:31 PM The sewer stub and tracer wire for lot 25 have been installed. This has been partially backfilled. The base for MH 1-C1 has been installed on a bed of clean rock. Approx. 75' of 12" SDR 26 sewer main has been installed in clean rock from this manhole towards MH 1-C2. It appears that the pipe is being bedded and covered with clean rock.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 12/20/2017 3:25 PM Precision is installing the 12" SDR 26 sewer main pipe between MH 1-C1 and MH 1-C2. It appears that the pipe is being bedded and covered with clean rock. The existing MH 64-001 has been exposed in preparation of the bore to be completed.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 12/22/2017 2:13 PM It appears that the 12" PVC sanitary main has been installed from approx. 2+15 to approx. STA. 4+24 on sanitary line 1-C. The existing manhole 62-001 has been core drilled and it appears that the 12" PVC sanitary main has been installed from this manhole to MH 1-C1. It appears that the pipe is being bedded and covered in clean rock. It appears that the gasket has been installed at the core hole. It appears that there is at least 6" between the core hole and the hole for the existing main.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 01/22/2018 12:41 PM Precision worked on Saturday 1/20/18 installing the remainder of the 12" sanitary main between MH 1-C2 and MH 1-C1. This was approx. 20' of main that was connected to MH 1-C2. Bedding rock is covering this section of pipe. It is raining today and there is a stream of water running into the excavated pit for the manhole. The manhole base has only been installed at this time.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 02/13/2018 9:41 AM Danny with Precision had a few questions that he needed answered about the placement of fire hydrants. Precision is working on installing the outside drop assembly for MH1-C2. The manhole has been core drilled a PSX Direct Drive manhole gasket has been installed to connect the proposed 12" sanitary main to MH 1-C2.
PW-Main inspection
Corrective Action Required
02/16/2018
Brice Lawson 02/13/2018 3:27 PM The sanitary line segments and manholes have been installed for sanitary lines 1-A and 1-B. The contractor has requested to begin sanitary testing soon. I inspected all of the manholes on these two lines. Make the following corrections. Remove the excess masitic at the horizontal joints in MH 1-B1 and MH 1-A7. Install the invert for the new 8" pipe that was connected to the existing City MH 64-003.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 02/13/2018 3:40 PM Precision has installed the 12" SDR 26 sewer pipe from MH 1-C2 to MH 62-003. The PVC SDR 26 outside drop pipe has been installed at MH 1-C2. The pipe was connected to MH 62-003 with a PSX Direct Drive manhole connector. Part of the pipe has been bedded in clear rock. The crew was installing the rebar for the vertical encasement for the outside drop assembly.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 02/14/2018 10:28 AM Precision is installing the vertical concrete encasement for the outside drop assembly for MH 1-C2. WA610-1-4 concrete mix was used. A vibratator was used to consolidate the concrete. It appears that the rebar cage was installed for the encasement. The inverts was installed for MH1-C1 with this same concrete mix.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 02/14/2018 3:36 PM The cone section was installed on MH 1-C1. Mastic was installed between the cone and base. The exterior joint has been wrapped. The 4" adjustment ring has been installed with mastic.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 02/15/2018 5:23 PM The concrete pipe cradle has been installed for the sanitary line at MH 1-C2. It appears that the cradle has been installed in compliance with the detail. The rebar has been installed.
PW-Main inspection
Resolved
02/16/2018
A main inspection has uncovered the following problems.Brice Lawson 02/16/2018 12:01 PM It appears that the existing City sanitary MH 64-003 has had sewer back up in it about 3' above the invert. I checked the downstream and upstream manholes and it appears that the mains are flowing fine at these manholes. It does appear that the main has backed up into these manholes. I made Gene Williams aware of the surge a manhole 64-003 and he contacted HDR to inform thiem vie email. I contacted Josh Roach with Water Utilities and he came to the site and plans to jet the 12" main in this area and see if anything is blocking the line. Follow up with Josh to see what he finds. Brice Lawson 02/16/2018 2:19 PM Josh Roach let me know that the manhole and the main had some roots in it. The Water Dept. removed the roots and they let me know that the sanitary main is now draining properly. RESOLVED
Miscellaneous PWORKS Inspection Partial 2/16/2018 at 2:30 PM 02/16/2018
PW-Misc
Informational
02/16/2018
Brice Lawson 02/16/2018 3:57 PM I took some survey shots to check the elevation of MH 1-B1, the FH on Meadowbrook Dr and the water main that has been installed around the south cul-de-sac bulb. After the suvey it appears that these items are too high in elevation. I will inform the contractor.
Sanitary Sewer - Vacuum Partial 2/23/2018 at 1:00 PM 02/23/2018
PW-Misc
Informational
02/15/2018
Brice Lawson 02/15/2018 5:04 PM A vacuum test was performed on the following manholes: MH 1-A1 Start 10 inHg End 9.5 inHg Duration 2min Test Passed MH 1-A2 Start 10 inHg End 9.5 inHg Duration 2.5 min Test Passed MH 1-A3 Start 10 inHg End 9.5 inHg Duration 2.5 min Test Passed MH 1-A4 Start 10 inHg End 9.5 inHg Duration 2.5 min Test Passed
PW-Misc
Resolved
02/23/2018
Brice Lawson 02/15/2018 5:15 PM The following manholes were vacuum tested: MH 1-B1 Start 10 inHg End 8.75 inHg Duration 2.5 min Test Failed-The plugs were adjusted and the MH was retested MH 1-B1 Start 10 inHg End 9.0 Duration 2.5 min Test Passed MH 1-A5 Start 10 inHg End 8.5 inHg Duration 2.5 min Test Failed Make proper corrections and retest MH 1-A5 RESOLVED BL Brice Lawson 02/23/2018 3:39 PM The adjustment ring was resealed for MH 1-A5 and the vaccuum test was completed. Test started 10 inHg Test ended 9.5 inHg Test duration 2.5 min. Test Passed
PW-Misc
Informational
02/23/2018
Brice Lawson 02/23/2018 3:42 PM MH 1-A6 was vaccum tested. Test started 10 inHg Test ended 9.5 inHg Test duration 2.5 min. Test Passed MH 1-A7 was vaccum tested Test started 10 inHg Test ended 9.75 inHg Test duration 2.5 min. Test Passed
Sanitary Sewer - Air Test Partial 2/23/2018 at 2:35 PM 02/23/2018
PW-Misc
Informational
02/15/2018
Brice Lawson 02/15/2018 5:10 PM The following sanitary line segments were are tested: MH 1-A1 to MH 1-A2 Start 4 psi End 4 psi Test Duration 7:34 Test Passed MH 1-A2 to MH 1-A3 Start 4 psi End 3.95 psi Test Duration 7:34 Test Passed MH 1-A3 to MH 1-A4 Start 4 psi End 3.9 Test Duration 7:37 Test Passed
PW-Misc
Informational
02/15/2018
Brice Lawson 02/15/2018 5:20 PM The following sanitary line segments were air tested: MH 1-A4 to MH 1-B1 Start 4.0 psi End 3.95 psi Test Duration 7:34 Test Passed MH 1-A4 to MH 1-A5 Start 4.0 psi End 3.9 psi Test Duration 7:34 Test passed
PW-Misc
Informational
02/23/2018
Brice Lawson 02/23/2018 3:46 PM The following line segments have been tested. MH 1-A5 to MH 1-A6 Test Start 3.95 psi Test End 3.95 psi Test Duration 7:34 Test Passed MH 1-A6 to MH 1-A7 Test Start 3.95 psi Test End 3.95 psi Test Duration 7:34 Test Passed
Sanitary Sewer - Air Test Partial 2/26/2018 at 10:15 AM 02/26/2018
PW-Misc
Informational
02/23/2018
Brice Lawson 02/15/2018 5:10 PM The following sanitary line segments were are tested: MH 1-A1 to MH 1-A2 Start 4 psi End 4 psi Test Duration 7:34 Test Passed MH 1-A2 to MH 1-A3 Start 4 psi End 3.95 psi Test Duration 7:34 Test Passed MH 1-A3 to MH 1-A4 Start 4 psi End 3.9 Test Duration 7:37 Test Passed
PW-Misc
Informational
02/23/2018
Brice Lawson 02/15/2018 5:20 PM The following sanitary line segments were air tested: MH 1-A4 to MH 1-B1 Start 4.0 psi End 3.95 psi Test Duration 7:34 Test Passed MH 1-A4 to MH 1-A5 Start 4.0 psi End 3.9 psi Test Duration 7:34 Test passed
PW-Misc
Informational
02/23/2018
Brice Lawson 02/23/2018 3:46 PM The following line segments have been tested. MH 1-A5 to MH 1-A6 Test Start 3.95 psi Test End 3.95 psi Test Duration 7:34 Test Passed MH 1-A6 to MH 1-A7 Test Start 3.95 psi Test End 3.95 psi Test Duration 7:34 Test Passed
PW-Misc
Informational
02/26/2018
Brice Lawson 02/26/2018 11:00 AM The air test west performed on the 8" PVC line segment from existing City MH 64-003 to MH 1-A1. Test Start: 3.8 pse Test Ended at 3.8 psi Test Duration 7:34 min. Test Passed
Sanitary Sewer - Mandrel Partial 2/27/2018 at 9:15 AM 02/27/2018
PW-Misc
Informational
02/27/2018
Brice Lawson 02/27/2018 10:46 AM Precision performed the mandrel test on the 8" line segment from MH 1-A6 to Mh 1-A7. The mandrel was pulled from MH 1-A6 towards MH 1-A7. The mandrel did not pass from the pipe to the invert in MH 1-A7. They are going to make corrections and retest.
Site Visit Partial 2/28/2018 at 9:00 AM 02/28/2018
PW-Misc
Informational
02/28/2018
Brice Lawson 02/28/2018 11:18 AM The water dept. is on site performing a test shutdown on the water main in preperation of the proposed tie-ins. Precision is cleaning up the site and backfilling some fo the open pits.
Erosion Control Inspection Partial 2/28/2018 at 10:35 AM 02/28/2018
PW-Devices for Erosion and Sediment Control
Partial Correction
02/14/2018
There are problems with the erosion control devices on your site. Brice Lawson 01/09/2018 11:52 AM Repair/replace the damaged silt fence on the east side of the site. Install larger rock at the construction entrace. Remove all mud and debris that gets tracked onto the street from this site. Partial Correction--Brice Lawson 01/19/2018 3:07 PM A construction entrance has been installed with larger rock.
PW-Devices for Erosion and Sediment Control
Corrective Action Required
02/14/2018
There are problems with the erosion control devices on your site. Jeremy Young 02/13/2018 2:54 PM The ESC devices for the site have not been maintained to workign order. These devices have been covered up and partially removed during the contruction process. Please correct these ESC devices to make sure they are working properly.
PW-Misc
Partial Correction
02/28/2018
Jeremy Young 02/13/2018 14:35 PM The ESC devices for this location have been partially removed during the construction process. Please put up and attach the devices as designed. Will check back to make sure this has been completed. Brice Lawson 02/28/2018 11:21 AM The silt fence has been partially repaired. Some mulch berms were installed on the east perimeter instead of the silt fence. Some of the silt fence at the north east part of the site is not trenched into the ground. Jake with Precision said he will get this resolved.
Grading/Excavation/Fill Inspection Partial 3/1/2018 at 10:30 AM 03/01/2018
PW-Misc
Informational
12/11/2017
Brice Lawson 07/11/2017 4:05 PM Gradeco Construction was working on grading, clearing and grubbing the site. They were working on the north diversion ditch. The road was free of debris.
PW-Misc
Informational
12/11/2017
Brice Lawson 07/12/2017 11:17 AM\ Gradeco Construction has been working separating the brush on site that they piled up. They have installed a diversion ditch on the north end of the site with rock checks in the ditch. They began a fill operation that appears to be on future lots 25 and 26 and east of the storm pipe outlet structure. They said that they have installed approx. 2.5' of fill in this area. They were using a sheeps foot to compact the fill after it was spread. I asked them to stop working on this fill because there was no testing being performed on the lifts of fill. Darrell Vaughn said he would have them stop the fill operation and he was aware that a testing lab should be on site.
PW-Misc
Informational
12/11/2017
Brice Lawson 07/18/2017 1:33 PM Gradeco Construction continues to perform cut and fill operations. It appears that they are working on lots #23 thru #27 and the north cul de sac. It appears that they are installing the material in lifts and compacting it with sheeps foot. They let me know that they are getting commpaction tests on each lift.
PW-Misc
Informational
12/11/2017
Brice Lawson 12/11/2017 4:24 PM The sanitary sewer main and stub trenches have been backfilled to what appears to be existing grade from existing MH at 1+00 on line 1 to MH 1-A1, from MH 1-A1 to MH 1-A2, and from MH 1-A2 to MH 1-A3. The sanitary main and stub trenches from MH 1-A3 to MH 1-A4 are partially backfilled. It appears that the soil is being placed and compacted in the trench in lifts. It appears that the sanitary main and stub trenches from MH 1-A4 to MH 1-B1 are being backfilled and compacted in lifts. KCTE is on site performing moisture/density testing on the trench backfill. They let me know that the moisture/density tests are passing and he has noticed that the large rocks are being culled from the soil and stockpiled. He has not noticed any large rocks being placed in the trench backfill.
PW-Misc
Informational
03/01/2018
Brice Lawson 03/01/2018 11:58 AM The curb stakes have been installed. The contractor is grading the road subgrade. They plan to leave the subgrade about 2" high in case it rains. They plan to get compaction tests done on the fills that were previously installed by Gradeco.
Grading/Excavation/Fill Inspection Partial 3/2/2018 at 9:50 AM 03/02/2018
PW-Misc
Informational
03/01/2018
Brice Lawson 07/11/2017 4:05 PM Gradeco Construction was working on grading, clearing and grubbing the site. They were working on the north diversion ditch. The road was free of debris.
PW-Misc
Informational
03/01/2018
Brice Lawson 07/12/2017 11:17 AM\ Gradeco Construction has been working separating the brush on site that they piled up. They have installed a diversion ditch on the north end of the site with rock checks in the ditch. They began a fill operation that appears to be on future lots 25 and 26 and east of the storm pipe outlet structure. They said that they have installed approx. 2.5' of fill in this area. They were using a sheeps foot to compact the fill after it was spread. I asked them to stop working on this fill because there was no testing being performed on the lifts of fill. Darrell Vaughn said he would have them stop the fill operation and he was aware that a testing lab should be on site.
PW-Misc
Informational
03/01/2018
Brice Lawson 07/18/2017 1:33 PM Gradeco Construction continues to perform cut and fill operations. It appears that they are working on lots #23 thru #27 and the north cul de sac. It appears that they are installing the material in lifts and compacting it with sheeps foot. They let me know that they are getting commpaction tests on each lift.
PW-Misc
Informational
03/01/2018
Brice Lawson 12/11/2017 4:24 PM The sanitary sewer main and stub trenches have been backfilled to what appears to be existing grade from existing MH at 1+00 on line 1 to MH 1-A1, from MH 1-A1 to MH 1-A2, and from MH 1-A2 to MH 1-A3. The sanitary main and stub trenches from MH 1-A3 to MH 1-A4 are partially backfilled. It appears that the soil is being placed and compacted in the trench in lifts. It appears that the sanitary main and stub trenches from MH 1-A4 to MH 1-B1 are being backfilled and compacted in lifts. KCTE is on site performing moisture/density testing on the trench backfill. They let me know that the moisture/density tests are passing and he has noticed that the large rocks are being culled from the soil and stockpiled. He has not noticed any large rocks being placed in the trench backfill.
PW-Misc
Informational
03/01/2018
Brice Lawson 03/01/2018 11:58 AM The curb stakes have been installed. The contractor is grading the road subgrade. They plan to leave the subgrade about 2" high in case it rains. They plan to get compaction tests done on the fills that were previously installed by Gradeco.
PW-Misc
Informational
03/02/2018
Tom Chandler 03/02/2018 3:48 PM Cutting grade and testing subgrade. KCTE on-site for testing.
Pavement-Stabilized Subgrade Partial 3/5/2018 at 10:00 AM 03/05/2018
PW-Misc
Informational
03/05/2018
Brice Lawson 03/05/2018 11:03 AM Precision is installing the geogrid on meadowbrook ln. It appears that the geogrid is being installed 1' behind the proposed curb. It appears that the seams of the geogrid are being overlapped. It appears that the base rock is being installed in two lifts. The plans call for 10" of base rock under the road. They have installed one lift so far and plan to get compaction tests on the first lift prior to installing the second lift. They have used AB3 on the west half of meadowbrook ln. I checked with Dan Harper to see if it is acceptable to use AB3 instead of modot type 5 aggregate base. He is fine with using the ab3.
Pavement-Stabilized Subgrade Partial 3/6/2018 at 9:30 AM 03/06/2018
PW-Misc
Informational
03/05/2018
Brice Lawson 03/05/2018 11:03 AM Precision is installing the geogrid on meadowbrook ln. It appears that the geogrid is being installed 1' behind the proposed curb. It appears that the seams of the geogrid are being overlapped. It appears that the base rock is being installed in two lifts. The plans call for 10" of base rock under the road. They have installed one lift so far and plan to get compaction tests on the first lift prior to installing the second lift. They have used AB3 on the west half of meadowbrook ln. I checked with Dan Harper to see if it is acceptable to use AB3 instead of modot type 5 aggregate base. He is fine with using the ab3.
PW-Misc
Informational
03/06/2018
Brice Lawson 03/06/2018 10:02 AM Precision is installing the geogrid and base rock on Nautilus Pl south of Meadowbrook Dr. They are installing the 10" of rock in two seperate lifts. Each lift is being tested by KCTE. Precision let me know that the moisture density testing has been completed on the top 6" of the subgrade and the tests were acceptable. They let me know that the locations where the fills were installed previously by Gradeco have been spot excavated to take moisture/density testing. This was done so that Precision could move forward with construction as the compaction tests results from when Gradeco originally placed the fill are not available at this time.
Pavement-Stabilized Subgrade Partial 3/6/2018 at 1:30 PM 03/06/2018
PW-Misc
Informational
03/06/2018
Brice Lawson 03/05/2018 11:03 AM Precision is installing the geogrid on meadowbrook ln. It appears that the geogrid is being installed 1' behind the proposed curb. It appears that the seams of the geogrid are being overlapped. It appears that the base rock is being installed in two lifts. The plans call for 10" of base rock under the road. They have installed one lift so far and plan to get compaction tests on the first lift prior to installing the second lift. They have used AB3 on the west half of meadowbrook ln. I checked with Dan Harper to see if it is acceptable to use AB3 instead of modot type 5 aggregate base. He is fine with using the ab3.
PW-Misc
Informational
03/06/2018
Brice Lawson 03/06/2018 10:02 AM Precision is installing the geogrid and base rock on Nautilus Pl south of Meadowbrook Dr. They are installing the 10" of rock in two seperate lifts. Each lift is being tested by KCTE. Precision let me know that the moisture density testing has been completed on the top 6" of the subgrade and the tests were acceptable. They let me know that the locations where the fills were installed previously by Gradeco have been spot excavated to take moisture/density testing. This was done so that Precision could move forward with construction as the compaction tests results from when Gradeco originally placed the fill are not available at this time.
PW-Misc
Informational
03/06/2018
Brice Lawson 03/06/2018 2:54 PM Precision continues to install the baserock on Nautlius south of Meadowbrook. It appears that the first lift has been installed. They are in the process of graiding the first lift in the south cul de sac and grading the second lift on the stem of the road. Precision let me know that KCTE testing is continuing to test the base rock lifts.
Grading/Excavation/Fill Inspection Partial 3/6/2018 at 2:00 PM 03/06/2018
PW-Misc
Informational
03/02/2018
Brice Lawson 07/11/2017 4:05 PM Gradeco Construction was working on grading, clearing and grubbing the site. They were working on the north diversion ditch. The road was free of debris.
PW-Misc
Informational
03/02/2018
Brice Lawson 07/12/2017 11:17 AM\ Gradeco Construction has been working separating the brush on site that they piled up. They have installed a diversion ditch on the north end of the site with rock checks in the ditch. They began a fill operation that appears to be on future lots 25 and 26 and east of the storm pipe outlet structure. They said that they have installed approx. 2.5' of fill in this area. They were using a sheeps foot to compact the fill after it was spread. I asked them to stop working on this fill because there was no testing being performed on the lifts of fill. Darrell Vaughn said he would have them stop the fill operation and he was aware that a testing lab should be on site.
PW-Misc
Informational
03/02/2018
Brice Lawson 07/18/2017 1:33 PM Gradeco Construction continues to perform cut and fill operations. It appears that they are working on lots #23 thru #27 and the north cul de sac. It appears that they are installing the material in lifts and compacting it with sheeps foot. They let me know that they are getting commpaction tests on each lift.
PW-Misc
Informational
03/02/2018
Brice Lawson 12/11/2017 4:24 PM The sanitary sewer main and stub trenches have been backfilled to what appears to be existing grade from existing MH at 1+00 on line 1 to MH 1-A1, from MH 1-A1 to MH 1-A2, and from MH 1-A2 to MH 1-A3. The sanitary main and stub trenches from MH 1-A3 to MH 1-A4 are partially backfilled. It appears that the soil is being placed and compacted in the trench in lifts. It appears that the sanitary main and stub trenches from MH 1-A4 to MH 1-B1 are being backfilled and compacted in lifts. KCTE is on site performing moisture/density testing on the trench backfill. They let me know that the moisture/density tests are passing and he has noticed that the large rocks are being culled from the soil and stockpiled. He has not noticed any large rocks being placed in the trench backfill.
PW-Misc
Informational
03/02/2018
Brice Lawson 03/01/2018 11:58 AM The curb stakes have been installed. The contractor is grading the road subgrade. They plan to leave the subgrade about 2" high in case it rains. They plan to get compaction tests done on the fills that were previously installed by Gradeco.
PW-Misc
Informational
03/02/2018
Tom Chandler 03/02/2018 3:48 PM Cutting grade and testing subgrade. KCTE on-site for testing.
PW-Misc
Informational
03/06/2018
Brice Lawson 03/06/2018 2:58 PM Precision is backfilling the trench for sanitary line C. It appears that they are installing the soil and compacting the backfill in lifts with at vibratory sheeps foot. There did not appear to be any large rocks in the material. KCTE Testing is on site to perform moisture/density testing on the trench backfill.
Site Visit Partial 3/7/2018 at 3:00 PM 03/07/2018
PW-Misc
Informational
02/28/2018
Brice Lawson 02/28/2018 11:18 AM The water dept. is on site performing a test shutdown on the water main in preperation of the proposed tie-ins. Precision is cleaning up the site and backfilling some fo the open pits.
PW-Misc
Informational
03/07/2018
Brice Lawson 03/07/2018 4:29 PM The contractor has installed all of the base rock on the south end of Nautilus. They are cutting the subgrade of the north half of Nautilus and the north cul-de-sac bulb. William Neds with HDR called and we talked about the storm structure issues for this site.
Pavement-Stabilized Subgrade Partial 3/8/2018 at 11:30 AM 03/08/2018
PW-Misc
Informational
03/06/2018
Brice Lawson 03/05/2018 11:03 AM Precision is installing the geogrid on meadowbrook ln. It appears that the geogrid is being installed 1' behind the proposed curb. It appears that the seams of the geogrid are being overlapped. It appears that the base rock is being installed in two lifts. The plans call for 10" of base rock under the road. They have installed one lift so far and plan to get compaction tests on the first lift prior to installing the second lift. They have used AB3 on the west half of meadowbrook ln. I checked with Dan Harper to see if it is acceptable to use AB3 instead of modot type 5 aggregate base. He is fine with using the ab3.
PW-Misc
Informational
03/06/2018
Brice Lawson 03/06/2018 10:02 AM Precision is installing the geogrid and base rock on Nautilus Pl south of Meadowbrook Dr. They are installing the 10" of rock in two seperate lifts. Each lift is being tested by KCTE. Precision let me know that the moisture density testing has been completed on the top 6" of the subgrade and the tests were acceptable. They let me know that the locations where the fills were installed previously by Gradeco have been spot excavated to take moisture/density testing. This was done so that Precision could move forward with construction as the compaction tests results from when Gradeco originally placed the fill are not available at this time.
PW-Misc
Informational
03/06/2018
Brice Lawson 03/06/2018 2:54 PM Precision continues to install the baserock on Nautlius south of Meadowbrook. It appears that the first lift has been installed. They are in the process of graiding the first lift in the south cul de sac and grading the second lift on the stem of the road. Precision let me know that KCTE testing is continuing to test the base rock lifts.
PW-Misc
Informational
03/08/2018
Brice Lawson 03/08/2018 12:20 PM Precision has began installing the geogrid and base rock for on Nautilus north of Meadowbrook. The first layer of base rock is being installed. The geogrid is being overlaped at the seams. It appears the geogrid is being installed 1' behind the proposed curb. I spot checked the subgrade where the proposed back of curb will be and it appears that the proper amount of base rock can be installed. KCTE testing is on site and they have performed compaction testing on the subgrade and they said the tests are all passing and at or above 95% compaction.
Grading/Excavation/Fill Inspection Partial 3/9/2018 at 2:20 PM 03/09/2018
PW-Misc
Informational
03/06/2018
Brice Lawson 07/11/2017 4:05 PM Gradeco Construction was working on grading, clearing and grubbing the site. They were working on the north diversion ditch. The road was free of debris.
PW-Misc
Informational
03/06/2018
Brice Lawson 07/12/2017 11:17 AM\ Gradeco Construction has been working separating the brush on site that they piled up. They have installed a diversion ditch on the north end of the site with rock checks in the ditch. They began a fill operation that appears to be on future lots 25 and 26 and east of the storm pipe outlet structure. They said that they have installed approx. 2.5' of fill in this area. They were using a sheeps foot to compact the fill after it was spread. I asked them to stop working on this fill because there was no testing being performed on the lifts of fill. Darrell Vaughn said he would have them stop the fill operation and he was aware that a testing lab should be on site.
PW-Misc
Informational
03/06/2018
Brice Lawson 07/18/2017 1:33 PM Gradeco Construction continues to perform cut and fill operations. It appears that they are working on lots #23 thru #27 and the north cul de sac. It appears that they are installing the material in lifts and compacting it with sheeps foot. They let me know that they are getting commpaction tests on each lift.
PW-Misc
Informational
03/06/2018
Brice Lawson 12/11/2017 4:24 PM The sanitary sewer main and stub trenches have been backfilled to what appears to be existing grade from existing MH at 1+00 on line 1 to MH 1-A1, from MH 1-A1 to MH 1-A2, and from MH 1-A2 to MH 1-A3. The sanitary main and stub trenches from MH 1-A3 to MH 1-A4 are partially backfilled. It appears that the soil is being placed and compacted in the trench in lifts. It appears that the sanitary main and stub trenches from MH 1-A4 to MH 1-B1 are being backfilled and compacted in lifts. KCTE is on site performing moisture/density testing on the trench backfill. They let me know that the moisture/density tests are passing and he has noticed that the large rocks are being culled from the soil and stockpiled. He has not noticed any large rocks being placed in the trench backfill.
PW-Misc
Informational
03/06/2018
Brice Lawson 03/01/2018 11:58 AM The curb stakes have been installed. The contractor is grading the road subgrade. They plan to leave the subgrade about 2" high in case it rains. They plan to get compaction tests done on the fills that were previously installed by Gradeco.
PW-Misc
Informational
03/06/2018
Tom Chandler 03/02/2018 3:48 PM Cutting grade and testing subgrade. KCTE on-site for testing.
PW-Misc
Informational
03/06/2018
Brice Lawson 03/06/2018 2:58 PM Precision is backfilling the trench for sanitary line C. It appears that they are installing the soil and compacting the backfill in lifts with at vibratory sheeps foot. There did not appear to be any large rocks in the material. KCTE Testing is on site to perform moisture/density testing on the trench backfill.
PW-Misc
Informational
03/09/2018
Brice Lawson 03/09/2018 2:45 PM The backfill on sanitary line 1-C has been completed. KCTE testing has tested the remainder of the trench backfill today.
Pavement-Stabilized Subgrade Partial 3/9/2018 at 2:31 PM 03/09/2018
PW-Misc
Informational
03/08/2018
Brice Lawson 03/05/2018 11:03 AM Precision is installing the geogrid on meadowbrook ln. It appears that the geogrid is being installed 1' behind the proposed curb. It appears that the seams of the geogrid are being overlapped. It appears that the base rock is being installed in two lifts. The plans call for 10" of base rock under the road. They have installed one lift so far and plan to get compaction tests on the first lift prior to installing the second lift. They have used AB3 on the west half of meadowbrook ln. I checked with Dan Harper to see if it is acceptable to use AB3 instead of modot type 5 aggregate base. He is fine with using the ab3.
PW-Misc
Informational
03/08/2018
Brice Lawson 03/06/2018 10:02 AM Precision is installing the geogrid and base rock on Nautilus Pl south of Meadowbrook Dr. They are installing the 10" of rock in two seperate lifts. Each lift is being tested by KCTE. Precision let me know that the moisture density testing has been completed on the top 6" of the subgrade and the tests were acceptable. They let me know that the locations where the fills were installed previously by Gradeco have been spot excavated to take moisture/density testing. This was done so that Precision could move forward with construction as the compaction tests results from when Gradeco originally placed the fill are not available at this time.
PW-Misc
Informational
03/08/2018
Brice Lawson 03/06/2018 2:54 PM Precision continues to install the baserock on Nautlius south of Meadowbrook. It appears that the first lift has been installed. They are in the process of graiding the first lift in the south cul de sac and grading the second lift on the stem of the road. Precision let me know that KCTE testing is continuing to test the base rock lifts.
PW-Misc
Informational
03/08/2018
Brice Lawson 03/08/2018 12:20 PM Precision has began installing the geogrid and base rock for on Nautilus north of Meadowbrook. The first layer of base rock is being installed. The geogrid is being overlaped at the seams. It appears the geogrid is being installed 1' behind the proposed curb. I spot checked the subgrade where the proposed back of curb will be and it appears that the proper amount of base rock can be installed. KCTE testing is on site and they have performed compaction testing on the subgrade and they said the tests are all passing and at or above 95% compaction.
PW-Misc
Informational
03/09/2018
Brice Lawson 03/09/2018 3:10 PM Precision is installing the second and final lift of base rock on Nautilus north of Meadowbrook. They are using a grader to grade the material and compacting the rock with a smooth roller. KCTE Testing is on site performing compactions tests and they said the tests are passing.
Sanitary Sewer - Manhole Adjustment Partial 3/12/2018 03/12/2018
Informational
03/12/2018
Tom Chandler 03/12/2018 Installed 32" barrel section on MH 1-B. Manhole needed to be lowered. Removed 42" barrel section.
Miscellaneous PWORKS Inspection Partial 3/12/2018 03/12/2018
Informational
03/12/2018
Tom Chandler 03/12/2018 Began installing underdrain. Cut trench and installed fabric and rock. Waiting for contractor to core into storm structure.
Miscellaneous PWORKS Inspection Partial 3/13/2018 03/13/2018
Informational
03/13/2018
Tom Chandler 03/13/2018 3:06 PM Installed underdrain and grouted. Installed fabric and rock as well. Installing goegrid and informed contrator to maintain the proper overlap and secure the new goegrid to the existing geogrid. Will leave open for inspection in the morning.
Sanitary Sewer - Manhole Adjustment Passed 3/13/2018 03/13/2018
Informational
03/13/2018
Tom Chandler 03/13/2018 3:09 PM Manhole adjustment to MH 1-B has been completed, wrapped , and backfilled. Informed contractor it would need to be vacuum tested as well.
Sanitary Sewer - Invert Partial 3/13/2018 03/13/2018
PW-Misc
Informational
03/13/2018
Tom Chandler 03/13/2018 3:13 PM Contractor ground inverts that needed adjustments. Contractor would like to perform mandrel test tomorrow if possible.
Miscellaneous PWORKS Inspection Partial 3/14/2018 at 9:10 AM 03/14/2018
PW-Misc
Informational
03/14/2018
Brice Lawson 03/14/2018 10:17 AM The base rock has already been installed at the location where the underdrain was installed on Nautilus. Tom asked them to leave the geogrid exposed for inspection prior to intalling the base rock. I contacted the contractor and he said that he has pictures of the geogrid. I will review the pictues if and when I get them.
Grading/Excavation/Fill Inspection Partial 3/14/2018 at 10:25 AM 03/14/2018
PW-Misc
Informational
03/09/2018
Brice Lawson 07/11/2017 4:05 PM Gradeco Construction was working on grading, clearing and grubbing the site. They were working on the north diversion ditch. The road was free of debris.
PW-Misc
Informational
03/09/2018
Brice Lawson 07/12/2017 11:17 AM\ Gradeco Construction has been working separating the brush on site that they piled up. They have installed a diversion ditch on the north end of the site with rock checks in the ditch. They began a fill operation that appears to be on future lots 25 and 26 and east of the storm pipe outlet structure. They said that they have installed approx. 2.5' of fill in this area. They were using a sheeps foot to compact the fill after it was spread. I asked them to stop working on this fill because there was no testing being performed on the lifts of fill. Darrell Vaughn said he would have them stop the fill operation and he was aware that a testing lab should be on site.
PW-Misc
Informational
03/09/2018
Brice Lawson 07/18/2017 1:33 PM Gradeco Construction continues to perform cut and fill operations. It appears that they are working on lots #23 thru #27 and the north cul de sac. It appears that they are installing the material in lifts and compacting it with sheeps foot. They let me know that they are getting commpaction tests on each lift.
PW-Misc
Informational
03/09/2018
Brice Lawson 12/11/2017 4:24 PM The sanitary sewer main and stub trenches have been backfilled to what appears to be existing grade from existing MH at 1+00 on line 1 to MH 1-A1, from MH 1-A1 to MH 1-A2, and from MH 1-A2 to MH 1-A3. The sanitary main and stub trenches from MH 1-A3 to MH 1-A4 are partially backfilled. It appears that the soil is being placed and compacted in the trench in lifts. It appears that the sanitary main and stub trenches from MH 1-A4 to MH 1-B1 are being backfilled and compacted in lifts. KCTE is on site performing moisture/density testing on the trench backfill. They let me know that the moisture/density tests are passing and he has noticed that the large rocks are being culled from the soil and stockpiled. He has not noticed any large rocks being placed in the trench backfill.
PW-Misc
Informational
03/09/2018
Brice Lawson 03/01/2018 11:58 AM The curb stakes have been installed. The contractor is grading the road subgrade. They plan to leave the subgrade about 2" high in case it rains. They plan to get compaction tests done on the fills that were previously installed by Gradeco.
PW-Misc
Informational
03/09/2018
Tom Chandler 03/02/2018 3:48 PM Cutting grade and testing subgrade. KCTE on-site for testing.
PW-Misc
Informational
03/09/2018
Brice Lawson 03/06/2018 2:58 PM Precision is backfilling the trench for sanitary line C. It appears that they are installing the soil and compacting the backfill in lifts with at vibratory sheeps foot. There did not appear to be any large rocks in the material. KCTE Testing is on site to perform moisture/density testing on the trench backfill.
PW-Misc
Informational
03/09/2018
Brice Lawson 03/09/2018 2:45 PM The backfill on sanitary line 1-C has been completed. KCTE testing has tested the remainder of the trench backfill today.
PW-Misc
Corrective Action Required
03/14/2018
Brice Lawson 03/14/2018 11:49 AM The grade of the top of storm manhole 1-10E appears to be in a low spot. There is no grading proposed on the plan in this area. The contractor said that some grading will need to be done. I emailed the engineer and developer to see if any adjustments need to be made to the grading or top elevations to the structure in this area. I am waiting on a reply.
Sanitary Sewer - Mandrel Partial 3/14/2018 at 10:40 AM 03/14/2018
PW-Misc
Informational
02/27/2018
Brice Lawson 02/27/2018 10:46 AM Precision performed the mandrel test on the 8" line segment from MH 1-A6 to Mh 1-A7. The mandrel was pulled from MH 1-A6 towards MH 1-A7. The mandrel did not pass from the pipe to the invert in MH 1-A7. They are going to make corrections and retest.
PW-Misc
Informational
03/14/2018
Brice Lawson 03/14/2018 11:52 AM Precision has ground down the areas in the inverts that the mandrel would not pass through on the previous mandrel test. Mandrel testing was performed today using a 7.37" mandrel. A mandrel test was performed on the following sanitary line segments: MH 1-A7 to MH 1-A6 MH 1-A6 to MH 1-A5 MH 1-A5 to MH 1-A4 MH 1-B1 to MH 1-A4 MH 1-A4 to MH 1-A3 All of these line segments passed the mandrel test.
Sanitary Sewer Construction Inspection Partial 3/14/2018 at 3:15 PM 03/14/2018
PW-Main inspection
Informational
02/16/2018
Brice Lawson 11/16/2017 10:46 AM Precision broke an existing 21" I/D sanitary main that is approx. 11' west of the existing 20" PVC force main located at STA. 1+36.30. This was damaged when they were excavating to install the proposed 8" sewer pipe between MH 1-A1 and existing MH 64-003. Barry Parks with LBVSD came on site and confirmed that this damaged DI pipe is an abandoned LBVSD sewer pipe. He said he is ok if the pipe is plugged on each side of the broken area.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 11/17/2017 2:06 PM Precision is excavating the sanitary trench between proposed MH 1-A1 and the existing City MH 1-A1. Rock has been encountered in this trench and is being broke up with a stinger attachment.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 11/20/2017 3:15 PM Precision has installed the base for MH 1-A1. The 8" SDR 26 sewer main has been installed from MH 1-A1 to the existing City MH 64-003. It appears that full sticks of pipe have been used except at the closure at the MH. The pipe has been bedded in clean rock.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 11/28/2017 11:16 AM Precision has installed the base for MH 1-A3. The 8" sanitary main has been installed from MH 1-A2 to MH 1-A3. The service wyes have been installed for lots 6,7,8,9,12 and 13. The pipe is being bedded and covered with clean gravel.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 11/30/2017 3:40 PM Precision has installed the concrete cradle for the outside drop assembley outside of MH 1-A1. The Stubs and tracer wires have been installed for lots 6, 9, 10, and 11. The flowable fill trench checks have been installed on the stubs for lots 10 and 11. 4" SDR 26 pipe is being used for the stubs. The pipes are being bedded in clean rock.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 12/01/2017 11:51 AM Precision is working on the sanitary main between just north of MH 1-A3. The stubs for lots 6,7,8,9 and 12 have been installed. The trench checks for lots 6,8,9,12 and 13 have been installed.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 12/05/2017 4:26 PM Precision has installed the 8" sanitary main from MH 1-A3 to the wye at STA. 7+60. The main is being bedded in clean rock. The wye fittings were installed for lots 5, 14,15,16 and 17. The tracer wire and stubs have been installed for lots 14, 15 and 16. The stubs and main trenches from the tie in to existing MH to MH 1-A3 have been partially backfilled. It appears that the trenches are being backfilled and compacted in lifts with a sheepsfoot style compactor. It appears that the trenches are at least 5' wide. There is a testing lab on site taking compaction tests every 50' on the main and on the stub crossings across the road.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 12/08/2017 11:28 AM The 8" sanitary main has been installed on line 1-A from STA. 7+60 to MH 1-A4. The base for MH 1-A4 has been installed. The stubs and tracers wires appear to be installed from MH 1-A3 to MH 1-A4. The 8" SDR 26 main has been installed from MH 1-A4 to approx. STA. 3+20 on line 1-B. Some of the wyes and stubs have been installed. Tracer wires are being installed with the stubs. Areas for trench checks have been excavated. It appears that the pipes are being bedded in clean rock. The sanitary main between MH 1-A3 and MH 1-A4 is being backfilled. A sheepsfoot style compactor is being used to compact the soil. The trenches appear to be about 5' wide. KCTE is on site to perform moisture density testing. I let Daniel Bryant with KCTE know that the moisture content for soil backfill of the trenches is +/- 2%.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 12/11/2017 3:41 PM The 8" SDR 26 sewer main has been installed from MH 1-A4 to approx. STA. 9+16. The pipe has been bedded in clean rock. The wye fitting, tracer wire and stub have been installed for lot 18.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 12/12/2017 4:14 PM Precision has installed the base for MH 1-A5.The 8" sanitary main has been installed from STA. 9+35 to MH 1-A5. The stub wye and tracer wire have been installed for lots 19 and 29. The 8" sanitary main has been installed from MH 1-A5 to approx. STA. 10+65. The wye fitting has been installed for lot 28. The pipe is being bedded in clean rock. KCTE was on site performing moisture/denstity testing on the sanitary trench backfill. On 12/11 a SDR 35 wye was installed for lot 19. Precision assured me that the SDR 35 wyes and 45 bend fittings were only installed at lot 19. They removed the wye and installed a SDR 26 wye and removed the rest of the SDR 35 wyes from the site.
PW-Main inspection
Informational
02/16/2018
-------------------------------------- Brice Lawson 12/13/2017 3:09 PM Precision has installed the 8" SDR 26 sanitary main from approx. STA. 10+65 to the wye fitting at STA. 11+36 on line 1-A. The sewer stubs, wyes and tracer wires have been installed for lots 27, 28, 20 and 21. The rebar cage has been installed for the encasement at STA. 10+47. The rebar cage appeared to be installed in a typical manner. The crew was getting ready to install the concrete. They plan to use a vibrator.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 12/14/2017 4:38 PM Precision has installed the 8" sanitary main for line 1-A from STA. 11+36 to MH 1-A6. The 8" sanitary main has been installed from MH 1-A6 to the wye fitting located at STA. 12+93. The stubs have been installed for lots 23, 24 and 26. The trench check has been installed for lot 24. It appeared the pipes are being bedded and covered with clean rock. The sewer main and stub trenches are being backfilled between MH 1-A4 and MH 1-A6. It appears that the fill is being placed in lifts and compacted with a sheepsfoot style compactor. KCTE is on site performing moisture density testing on the backfill. The crew was getting ready to install MH 1-A7 and the stub for lot 25.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 12/19/2017 3:31 PM The sewer stub and tracer wire for lot 25 have been installed. This has been partially backfilled. The base for MH 1-C1 has been installed on a bed of clean rock. Approx. 75' of 12" SDR 26 sewer main has been installed in clean rock from this manhole towards MH 1-C2. It appears that the pipe is being bedded and covered with clean rock.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 12/20/2017 3:25 PM Precision is installing the 12" SDR 26 sewer main pipe between MH 1-C1 and MH 1-C2. It appears that the pipe is being bedded and covered with clean rock. The existing MH 64-001 has been exposed in preparation of the bore to be completed.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 12/22/2017 2:13 PM It appears that the 12" PVC sanitary main has been installed from approx. 2+15 to approx. STA. 4+24 on sanitary line 1-C. The existing manhole 62-001 has been core drilled and it appears that the 12" PVC sanitary main has been installed from this manhole to MH 1-C1. It appears that the pipe is being bedded and covered in clean rock. It appears that the gasket has been installed at the core hole. It appears that there is at least 6" between the core hole and the hole for the existing main.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 01/22/2018 12:41 PM Precision worked on Saturday 1/20/18 installing the remainder of the 12" sanitary main between MH 1-C2 and MH 1-C1. This was approx. 20' of main that was connected to MH 1-C2. Bedding rock is covering this section of pipe. It is raining today and there is a stream of water running into the excavated pit for the manhole. The manhole base has only been installed at this time.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 02/13/2018 9:41 AM Danny with Precision had a few questions that he needed answered about the placement of fire hydrants. Precision is working on installing the outside drop assembly for MH1-C2. The manhole has been core drilled a PSX Direct Drive manhole gasket has been installed to connect the proposed 12" sanitary main to MH 1-C2.
PW-Main inspection
Corrective Action Required
02/16/2018
Brice Lawson 02/13/2018 3:27 PM The sanitary line segments and manholes have been installed for sanitary lines 1-A and 1-B. The contractor has requested to begin sanitary testing soon. I inspected all of the manholes on these two lines. Make the following corrections. Remove the excess masitic at the horizontal joints in MH 1-B1 and MH 1-A7. Install the invert for the new 8" pipe that was connected to the existing City MH 64-003.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 02/13/2018 3:40 PM Precision has installed the 12" SDR 26 sewer pipe from MH 1-C2 to MH 62-003. The PVC SDR 26 outside drop pipe has been installed at MH 1-C2. The pipe was connected to MH 62-003 with a PSX Direct Drive manhole connector. Part of the pipe has been bedded in clear rock. The crew was installing the rebar for the vertical encasement for the outside drop assembly.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 02/14/2018 10:28 AM Precision is installing the vertical concrete encasement for the outside drop assembly for MH 1-C2. WA610-1-4 concrete mix was used. A vibratator was used to consolidate the concrete. It appears that the rebar cage was installed for the encasement. The inverts was installed for MH1-C1 with this same concrete mix.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 02/14/2018 3:36 PM The cone section was installed on MH 1-C1. Mastic was installed between the cone and base. The exterior joint has been wrapped. The 4" adjustment ring has been installed with mastic.
PW-Main inspection
Informational
02/16/2018
Brice Lawson 02/15/2018 5:23 PM The concrete pipe cradle has been installed for the sanitary line at MH 1-C2. It appears that the cradle has been installed in compliance with the detail. The rebar has been installed.
PW-Main inspection
Informational
03/14/2018
Brice Lawson 03/14/2018 3:32 PM The existing city MH 64-003 has roots growing into that the water dept. plans to remove when they have staff available. There is also debris that has collected on the benches. Josh Roach said they will hopefully get to this soon.
Erosion Control Inspection Partial 3/20/2018 at 10:46 AM 03/20/2018
PW-Devices for Erosion and Sediment Control
Partial Correction
02/28/2018
There are problems with the erosion control devices on your site. Brice Lawson 01/09/2018 11:52 AM Repair/replace the damaged silt fence on the east side of the site. Install larger rock at the construction entrace. Remove all mud and debris that gets tracked onto the street from this site. Partial Correction--Brice Lawson 01/19/2018 3:07 PM A construction entrance has been installed with larger rock.
PW-Devices for Erosion and Sediment Control
Corrective Action Required
02/28/2018
There are problems with the erosion control devices on your site. Jeremy Young 02/13/2018 2:54 PM The ESC devices for the site have not been maintained to workign order. These devices have been covered up and partially removed during the contruction process. Please correct these ESC devices to make sure they are working properly.
PW-Misc
Resolved
03/20/2018
Jeremy Young 02/13/2018 14:35 PM The ESC devices for this location have been partially removed during the construction process. Please put up and attach the devices as designed. Will check back to make sure this has been completed. Brice Lawson 02/28/2018 11:21 AM The silt fence has been partially repaired. Some mulch berms were installed on the east perimeter instead of the silt fence. Some of the silt fence at the north east part of the site is not trenched into the ground. Jake with Precision said he will get this resolved.
PW-Misc
Corrective Action Required
03/20/2018
Brice Lawson 03/20/2018 11:21 AM The ESC devices appear to be effective. There is some rock and mud that is tracked onto Raintree Pkwy. Remove the debris from the road. I spoke to Jake with Precision and he plans to get the rock cleaned up today.
Sanitary Sewer - Mandrel Partial 3/15/2018 03/20/2018
PW-Misc
Informational
03/14/2018
Brice Lawson 02/27/2018 10:46 AM Precision performed the mandrel test on the 8" line segment from MH 1-A6 to Mh 1-A7. The mandrel was pulled from MH 1-A6 towards MH 1-A7. The mandrel did not pass from the pipe to the invert in MH 1-A7. They are going to make corrections and retest.
PW-Misc
Informational
03/14/2018
Brice Lawson 03/14/2018 11:52 AM Precision has ground down the areas in the inverts that the mandrel would not pass through on the previous mandrel test. Mandrel testing was performed today using a 7.37" mandrel. A mandrel test was performed on the following sanitary line segments: MH 1-A7 to MH 1-A6 MH 1-A6 to MH 1-A5 MH 1-A5 to MH 1-A4 MH 1-B1 to MH 1-A4 MH 1-A4 to MH 1-A3 All of these line segments passed the mandrel test.
Informational
03/20/2018
Tom Chandler 03/20/2018 3:43 PM Mandrel tested from existing manhole to MH A-1, from MH A-1 to MH A-2, and MH A-2 to MH A-3. Mandrel test passed for these sections.
Miscellaneous PWORKS Inspection Passed 3/19/2018 03/21/2018
PW-Misc
Informational
03/14/2018
Brice Lawson 03/14/2018 10:17 AM The base rock has already been installed at the location where the underdrain was installed on Nautilus. Tom asked them to leave the geogrid exposed for inspection prior to intalling the base rock. I contacted the contractor and he said that he has pictures of the geogrid. I will review the pictues if and when I get them.
PW-Misc
Informational
03/21/2018
Brice Lawson 03/21/2018 8:25 AM I recieved the pictures of the geogrid that was installed over the underdrain excavation. It appears that the geogrid was installed and overlapped before the base rock was installed over it.
Sanitary Sewer - Air Test Partial 3/22/2018 at 10:15 AM 03/22/2018
PW-Misc
Informational
02/26/2018
Brice Lawson 02/15/2018 5:10 PM The following sanitary line segments were are tested: MH 1-A1 to MH 1-A2 Start 4 psi End 4 psi Test Duration 7:34 Test Passed MH 1-A2 to MH 1-A3 Start 4 psi End 3.95 psi Test Duration 7:34 Test Passed MH 1-A3 to MH 1-A4 Start 4 psi End 3.9 Test Duration 7:37 Test Passed
PW-Misc
Informational
02/26/2018
Brice Lawson 02/15/2018 5:20 PM The following sanitary line segments were air tested: MH 1-A4 to MH 1-B1 Start 4.0 psi End 3.95 psi Test Duration 7:34 Test Passed MH 1-A4 to MH 1-A5 Start 4.0 psi End 3.9 psi Test Duration 7:34 Test passed
PW-Misc
Informational
02/26/2018
Brice Lawson 02/23/2018 3:46 PM The following line segments have been tested. MH 1-A5 to MH 1-A6 Test Start 3.95 psi Test End 3.95 psi Test Duration 7:34 Test Passed MH 1-A6 to MH 1-A7 Test Start 3.95 psi Test End 3.95 psi Test Duration 7:34 Test Passed
PW-Misc
Informational
02/26/2018
Brice Lawson 02/26/2018 11:00 AM The air test west performed on the 8" PVC line segment from existing City MH 64-003 to MH 1-A1. Test Start: 3.8 pse Test Ended at 3.8 psi Test Duration 7:34 min. Test Passed
PW-Sanitary Sewer Testing
Resolved
03/22/2018
Sanitary Sewer Testing needs to be completed. Air test the line segment from MH 1-A7 to MH 1-A6. The sanitary service for lot 24 was extended 14' to get the service line past the new water main. Brice Lawson 03/22/2018 11:03 AM The above line segment was air tested. The test began at 4 psi. Test ended at 4 psi. Test duration 7:34 Test Passed
Sanitary Sewer - Vacuum Partial 3/22/2018 at 10:45 AM 03/22/2018
PW-Misc
Informational
02/23/2018
Brice Lawson 02/15/2018 5:04 PM A vacuum test was performed on the following manholes: MH 1-A1 Start 10 inHg End 9.5 inHg Duration 2min Test Passed MH 1-A2 Start 10 inHg End 9.5 inHg Duration 2.5 min Test Passed MH 1-A3 Start 10 inHg End 9.5 inHg Duration 2.5 min Test Passed MH 1-A4 Start 10 inHg End 9.5 inHg Duration 2.5 min Test Passed
PW-Misc
Informational
02/23/2018
Brice Lawson 02/23/2018 3:42 PM MH 1-A6 was vaccum tested. Test started 10 inHg Test ended 9.5 inHg Test duration 2.5 min. Test Passed MH 1-A7 was vaccum tested Test started 10 inHg Test ended 9.75 inHg Test duration 2.5 min. Test Passed
PW-Misc
Resolved
03/22/2018
Brice Lawson 03/20/2018 11:01 AM Vacuum test MH 1-B. A barrel section was removed and replaced. Brice Lawson 03/22/2018 12:55 PM MH 1-B1 was vacuum tested Test began at 10 inHg Test ended at 9.5 inHg Test Duration 2.5 min. Test Passed
PW-Sanitary Sewer Testing
Informational
03/22/2018
Sanitary Sewer Testing needs to be completed at the proper time on line C.
Erosion Control Inspection Partial 3/27/2018 at 1:00 PM 03/27/2018
PW-Devices for Erosion and Sediment Control
Resolved
03/27/2018
There are problems with the erosion control devices on your site. Brice Lawson 01/09/2018 11:52 AM Repair/replace the damaged silt fence on the east side of the site. Install larger rock at the construction entrace. Remove all mud and debris that gets tracked onto the street from this site. Partial Correction--Brice Lawson 01/19/2018 3:07 PM A construction entrance has been installed with larger rock. Brice Lawson 03/27/2018 1:16 PM The east perimeter silt fence has been repaired. A mulch berm and straw waddles have been installed in different locations to control erosion.
PW-Devices for Erosion and Sediment Control
Resolved
03/27/2018
There are problems with the erosion control devices on your site. Jeremy Young 02/13/2018 2:54 PM The ESC devices for the site have not been maintained to workign order. These devices have been covered up and partially removed during the contruction process. Please correct these ESC devices to make sure they are working properly. Brice Lawson 03/27/2018 1:15 PM Silt fence, a mulch berm and straw waddles have been installed.
PW-Misc
Resolved
03/27/2018
Brice Lawson 03/20/2018 11:21 AM The ESC devices appear to be effective. There is some rock and mud that is tracked onto Raintree Pkwy. Remove the debris from the road. I spoke to Jake with Precision and he plans to get the rock cleaned up today. Brice Lawson 03/27/2018 1:15 PM The debris has been removed.
PW-Devices for Erosion and Sediment Control
Corrective Action Required
03/27/2018
There are problems with the erosion control devices on your site. Brice Lawson 03/27/2018 1:17 PM Add inlet protection in front of the curb inlet in the south cul-de-sac.
Storm Sewer Construction Inspection Partial 3/27/2018 at 1:21 PM 03/27/2018
PW-Storm Sewer Inspection
Informational
02/08/2018
Brice Lawson 12/19/2017 3:55 PM CI 1-20E and CI 1-20D have been installed on a bed of clean rock. The 15" ADS HDPE storm pipe has been installed between these curb inlets. The pipe has been bedded on clean rock. The inverts, interior and exterior collars have been installed at these curb inlets. Approx. 130' of the 18" ADS HDPE has been installed in the trench but it has not been covered with rock.
PW-Storm Sewer Inspection
Informational
02/08/2018
Brice Lawson 12/20/2017 3:22 PM The 130' of 18" HDPE from CI 1-20D towards CI 1-20C has been bedded and covered with clean rock.
PW-Storm Sewer Inspection
Informational
02/08/2018
Brice Lawson 01/09/2018 11:39 AM Precision is installing the storm structures and HDPE storm pipe for storm lines 1-10 and 1-11. It appears that the pipes are being installed on a bed of clean rock. The bell ends are facing up hill. The hdpe pipe has been installed between CI 1-10C and MH 1-10B. The trench width is too narrow. I informed George of this and he said they plan to dig this trench wider.
PW-Storm Sewer Inspection
Informational
02/08/2018
Tom Chandler 01/25/2018 7:21 AM Installed the remaining 30" HDPE pipe for line 1-10. Installed last section towards MH 1-10B. Did not backfill.
PW-Storm Sewer Inspection
Informational
02/08/2018
Tom Chandler 01/25/2018 4:40 PM Installed 53 ft. of 24" HDPE pipe from MH1-10E to MH 1-10F. Installed MH 1-10F as well. Installed MH 1-10F at station 5+86. Backfilled with rock and will pour collars and inverts on 1/26/2018.
PW-Storm Sewer Inspection
Informational
02/08/2018
Brice Lawson 02/08/2018 5:38 PM CI 1-20C has been installed it is 5' by 3'. The remainder of the 18" HDPE storm pipe was installed from the curb inlet to the previously installed pipes. The collars have been installed. The invert has been installed. The CI was installed on a bed of clean rock.
PW-Storm Sewer Inspection
Corrective Action Required
03/27/2018
Brice Lawson 03/27/2018 1:45 PM MH 1-10D was originally designed to have a 4" frame. The contractor has recieved a approved change to install a 9" frame. It appears that the bell has been removed from the underside of the concrete lid. The spigoet has been removed from the top of the manhole wall. It appears that bars have been installed @12" O/C and it appears that epoxy has been applied to the holes. The frame has been installed. The 4" adjustment ring has not been installed. The contractor stated that they would have to remove more of the top of the manhole wall to use the adjustment ring. I asked Dan about this and he is ok with the adjustment not being installed. It does not appear that the frame has been sealed to the concrete lid. I aske Jake with Precision about this and he is going to check on this.
Sanitary Sewer - Invert Partial 3/27/2018 at 1:35 PM 03/27/2018
PW-Misc
Informational
03/13/2018
Tom Chandler 03/13/2018 3:13 PM Contractor ground inverts that needed adjustments. Contractor would like to perform mandrel test tomorrow if possible.
PW-Misc
Corrective Action Required
03/27/2018
Brice Lawson 03/27/2018 2:27 PM The inverts have been installed in manholes 1-A1, 1-A2, 1-A3, 1-A4, 1-A5, 1-A6 1-B1, 1-C1 and 1-C2. It appears that the contractor used a grinder to grind down high spots in manholes 1-A6, 1-A4, 1-A3 and 1-A2. Corriections needed: Uncover manhole 1-A7 for inspection. Make proper corrections to the invert that was installed where the new pipe has been installed in the existing manhole. The invert must be brought up to the spring line of the new pipe and create an invert from the new pipe to the existing invert. The invert should turn to guide the sewage to the existing invert. Install the inverts at the proper time in the two existing sanitary manholes on sewer line 1-C.
Sanitary Sewer Construction Inspection Partial 3/22/2018 03/27/2018
PW-Main inspection
Informational
03/14/2018
Brice Lawson 11/16/2017 10:46 AM Precision broke an existing 21" I/D sanitary main that is approx. 11' west of the existing 20" PVC force main located at STA. 1+36.30. This was damaged when they were excavating to install the proposed 8" sewer pipe between MH 1-A1 and existing MH 64-003. Barry Parks with LBVSD came on site and confirmed that this damaged DI pipe is an abandoned LBVSD sewer pipe. He said he is ok if the pipe is plugged on each side of the broken area.
PW-Main inspection
Informational
03/14/2018
Brice Lawson 11/17/2017 2:06 PM Precision is excavating the sanitary trench between proposed MH 1-A1 and the existing City MH 1-A1. Rock has been encountered in this trench and is being broke up with a stinger attachment.
PW-Main inspection
Informational
03/14/2018
Brice Lawson 11/20/2017 3:15 PM Precision has installed the base for MH 1-A1. The 8" SDR 26 sewer main has been installed from MH 1-A1 to the existing City MH 64-003. It appears that full sticks of pipe have been used except at the closure at the MH. The pipe has been bedded in clean rock.
PW-Main inspection
Informational
03/14/2018
Brice Lawson 11/28/2017 11:16 AM Precision has installed the base for MH 1-A3. The 8" sanitary main has been installed from MH 1-A2 to MH 1-A3. The service wyes have been installed for lots 6,7,8,9,12 and 13. The pipe is being bedded and covered with clean gravel.
PW-Main inspection
Informational
03/14/2018
Brice Lawson 11/30/2017 3:40 PM Precision has installed the concrete cradle for the outside drop assembley outside of MH 1-A1. The Stubs and tracer wires have been installed for lots 6, 9, 10, and 11. The flowable fill trench checks have been installed on the stubs for lots 10 and 11. 4" SDR 26 pipe is being used for the stubs. The pipes are being bedded in clean rock.
PW-Main inspection
Informational
03/14/2018
Brice Lawson 12/01/2017 11:51 AM Precision is working on the sanitary main between just north of MH 1-A3. The stubs for lots 6,7,8,9 and 12 have been installed. The trench checks for lots 6,8,9,12 and 13 have been installed.
PW-Main inspection
Informational
03/14/2018
Brice Lawson 12/05/2017 4:26 PM Precision has installed the 8" sanitary main from MH 1-A3 to the wye at STA. 7+60. The main is being bedded in clean rock. The wye fittings were installed for lots 5, 14,15,16 and 17. The tracer wire and stubs have been installed for lots 14, 15 and 16. The stubs and main trenches from the tie in to existing MH to MH 1-A3 have been partially backfilled. It appears that the trenches are being backfilled and compacted in lifts with a sheepsfoot style compactor. It appears that the trenches are at least 5' wide. There is a testing lab on site taking compaction tests every 50' on the main and on the stub crossings across the road.
PW-Main inspection
Informational
03/14/2018
Brice Lawson 12/08/2017 11:28 AM The 8" sanitary main has been installed on line 1-A from STA. 7+60 to MH 1-A4. The base for MH 1-A4 has been installed. The stubs and tracers wires appear to be installed from MH 1-A3 to MH 1-A4. The 8" SDR 26 main has been installed from MH 1-A4 to approx. STA. 3+20 on line 1-B. Some of the wyes and stubs have been installed. Tracer wires are being installed with the stubs. Areas for trench checks have been excavated. It appears that the pipes are being bedded in clean rock. The sanitary main between MH 1-A3 and MH 1-A4 is being backfilled. A sheepsfoot style compactor is being used to compact the soil. The trenches appear to be about 5' wide. KCTE is on site to perform moisture density testing. I let Daniel Bryant with KCTE know that the moisture content for soil backfill of the trenches is +/- 2%.
PW-Main inspection
Informational
03/14/2018
Brice Lawson 12/11/2017 3:41 PM The 8" SDR 26 sewer main has been installed from MH 1-A4 to approx. STA. 9+16. The pipe has been bedded in clean rock. The wye fitting, tracer wire and stub have been installed for lot 18.
PW-Main inspection
Informational
03/14/2018
Brice Lawson 12/12/2017 4:14 PM Precision has installed the base for MH 1-A5.The 8" sanitary main has been installed from STA. 9+35 to MH 1-A5. The stub wye and tracer wire have been installed for lots 19 and 29. The 8" sanitary main has been installed from MH 1-A5 to approx. STA. 10+65. The wye fitting has been installed for lot 28. The pipe is being bedded in clean rock. KCTE was on site performing moisture/denstity testing on the sanitary trench backfill. On 12/11 a SDR 35 wye was installed for lot 19. Precision assured me that the SDR 35 wyes and 45 bend fittings were only installed at lot 19. They removed the wye and installed a SDR 26 wye and removed the rest of the SDR 35 wyes from the site.
PW-Main inspection
Informational
03/14/2018
-------------------------------------- Brice Lawson 12/13/2017 3:09 PM Precision has installed the 8" SDR 26 sanitary main from approx. STA. 10+65 to the wye fitting at STA. 11+36 on line 1-A. The sewer stubs, wyes and tracer wires have been installed for lots 27, 28, 20 and 21. The rebar cage has been installed for the encasement at STA. 10+47. The rebar cage appeared to be installed in a typical manner. The crew was getting ready to install the concrete. They plan to use a vibrator.
PW-Main inspection
Informational
03/14/2018
Brice Lawson 12/14/2017 4:38 PM Precision has installed the 8" sanitary main for line 1-A from STA. 11+36 to MH 1-A6. The 8" sanitary main has been installed from MH 1-A6 to the wye fitting located at STA. 12+93. The stubs have been installed for lots 23, 24 and 26. The trench check has been installed for lot 24. It appeared the pipes are being bedded and covered with clean rock. The sewer main and stub trenches are being backfilled between MH 1-A4 and MH 1-A6. It appears that the fill is being placed in lifts and compacted with a sheepsfoot style compactor. KCTE is on site performing moisture density testing on the backfill. The crew was getting ready to install MH 1-A7 and the stub for lot 25.
PW-Main inspection
Informational
03/14/2018
Brice Lawson 12/19/2017 3:31 PM The sewer stub and tracer wire for lot 25 have been installed. This has been partially backfilled. The base for MH 1-C1 has been installed on a bed of clean rock. Approx. 75' of 12" SDR 26 sewer main has been installed in clean rock from this manhole towards MH 1-C2. It appears that the pipe is being bedded and covered with clean rock.
PW-Main inspection
Informational
03/14/2018
Brice Lawson 12/20/2017 3:25 PM Precision is installing the 12" SDR 26 sewer main pipe between MH 1-C1 and MH 1-C2. It appears that the pipe is being bedded and covered with clean rock. The existing MH 64-001 has been exposed in preparation of the bore to be completed.
PW-Main inspection
Informational
03/14/2018
Brice Lawson 12/22/2017 2:13 PM It appears that the 12" PVC sanitary main has been installed from approx. 2+15 to approx. STA. 4+24 on sanitary line 1-C. The existing manhole 62-001 has been core drilled and it appears that the 12" PVC sanitary main has been installed from this manhole to MH 1-C1. It appears that the pipe is being bedded and covered in clean rock. It appears that the gasket has been installed at the core hole. It appears that there is at least 6" between the core hole and the hole for the existing main.
PW-Main inspection
Informational
03/14/2018
Brice Lawson 01/22/2018 12:41 PM Precision worked on Saturday 1/20/18 installing the remainder of the 12" sanitary main between MH 1-C2 and MH 1-C1. This was approx. 20' of main that was connected to MH 1-C2. Bedding rock is covering this section of pipe. It is raining today and there is a stream of water running into the excavated pit for the manhole. The manhole base has only been installed at this time.
PW-Main inspection
Informational
03/14/2018
Brice Lawson 02/13/2018 9:41 AM Danny with Precision had a few questions that he needed answered about the placement of fire hydrants. Precision is working on installing the outside drop assembly for MH1-C2. The manhole has been core drilled a PSX Direct Drive manhole gasket has been installed to connect the proposed 12" sanitary main to MH 1-C2.
PW-Main inspection
Corrective Action Required
03/14/2018
Brice Lawson 02/13/2018 3:27 PM The sanitary line segments and manholes have been installed for sanitary lines 1-A and 1-B. The contractor has requested to begin sanitary testing soon. I inspected all of the manholes on these two lines. Make the following corrections. Remove the excess masitic at the horizontal joints in MH 1-B1 and MH 1-A7. Install the invert for the new 8" pipe that was connected to the existing City MH 64-003.
PW-Main inspection
Informational
03/14/2018
Brice Lawson 02/13/2018 3:40 PM Precision has installed the 12" SDR 26 sewer pipe from MH 1-C2 to MH 62-003. The PVC SDR 26 outside drop pipe has been installed at MH 1-C2. The pipe was connected to MH 62-003 with a PSX Direct Drive manhole connector. Part of the pipe has been bedded in clear rock. The crew was installing the rebar for the vertical encasement for the outside drop assembly.
PW-Main inspection
Informational
03/14/2018
Brice Lawson 02/14/2018 10:28 AM Precision is installing the vertical concrete encasement for the outside drop assembly for MH 1-C2. WA610-1-4 concrete mix was used. A vibratator was used to consolidate the concrete. It appears that the rebar cage was installed for the encasement. The inverts was installed for MH1-C1 with this same concrete mix.
PW-Main inspection
Informational
03/14/2018
Brice Lawson 02/14/2018 3:36 PM The cone section was installed on MH 1-C1. Mastic was installed between the cone and base. The exterior joint has been wrapped. The 4" adjustment ring has been installed with mastic.
PW-Main inspection
Informational
03/14/2018
Brice Lawson 02/15/2018 5:23 PM The concrete pipe cradle has been installed for the sanitary line at MH 1-C2. It appears that the cradle has been installed in compliance with the detail. The rebar has been installed.
PW-Main inspection
Informational
03/14/2018
Brice Lawson 03/14/2018 3:32 PM The existing city MH 64-003 has roots growing into that the water dept. plans to remove when they have staff available. There is also debris that has collected on the benches. Josh Roach said they will hopefully get to this soon.
PW-Main inspection
Informational
03/20/2018
Brice Lawson 03/20/2018 11:15 AM Precison extended the sanitary service line 14' for lot 24 to extend it past the new water main. It appears that the pipe is being bedded and covered with clean rock.
PW-Main inspection
Informational
03/27/2018
Brice Lawson 03/27/2018 3:04 PM The contractor flushed the sanitary lines A and B with water.
Sanitary Sewer Construction Inspection Partial 3/29/2018 at 3:00 PM 03/29/2018
PW-Main inspection
Informational
03/20/2018
Brice Lawson 11/16/2017 10:46 AM Precision broke an existing 21" I/D sanitary main that is approx. 11' west of the existing 20" PVC force main located at STA. 1+36.30. This was damaged when they were excavating to install the proposed 8" sewer pipe between MH 1-A1 and existing MH 64-003. Barry Parks with LBVSD came on site and confirmed that this damaged DI pipe is an abandoned LBVSD sewer pipe. He said he is ok if the pipe is plugged on each side of the broken area.
PW-Main inspection
Informational
03/20/2018
Brice Lawson 11/17/2017 2:06 PM Precision is excavating the sanitary trench between proposed MH 1-A1 and the existing City MH 1-A1. Rock has been encountered in this trench and is being broke up with a stinger attachment.
PW-Main inspection
Informational
03/20/2018
Brice Lawson 11/20/2017 3:15 PM Precision has installed the base for MH 1-A1. The 8" SDR 26 sewer main has been installed from MH 1-A1 to the existing City MH 64-003. It appears that full sticks of pipe have been used except at the closure at the MH. The pipe has been bedded in clean rock.
PW-Main inspection
Informational
03/20/2018
Brice Lawson 11/28/2017 11:16 AM Precision has installed the base for MH 1-A3. The 8" sanitary main has been installed from MH 1-A2 to MH 1-A3. The service wyes have been installed for lots 6,7,8,9,12 and 13. The pipe is being bedded and covered with clean gravel.
PW-Main inspection
Informational
03/20/2018
Brice Lawson 11/30/2017 3:40 PM Precision has installed the concrete cradle for the outside drop assembley outside of MH 1-A1. The Stubs and tracer wires have been installed for lots 6, 9, 10, and 11. The flowable fill trench checks have been installed on the stubs for lots 10 and 11. 4" SDR 26 pipe is being used for the stubs. The pipes are being bedded in clean rock.
PW-Main inspection
Informational
03/20/2018
Brice Lawson 12/01/2017 11:51 AM Precision is working on the sanitary main between just north of MH 1-A3. The stubs for lots 6,7,8,9 and 12 have been installed. The trench checks for lots 6,8,9,12 and 13 have been installed.
PW-Main inspection
Informational
03/20/2018
Brice Lawson 12/05/2017 4:26 PM Precision has installed the 8" sanitary main from MH 1-A3 to the wye at STA. 7+60. The main is being bedded in clean rock. The wye fittings were installed for lots 5, 14,15,16 and 17. The tracer wire and stubs have been installed for lots 14, 15 and 16. The stubs and main trenches from the tie in to existing MH to MH 1-A3 have been partially backfilled. It appears that the trenches are being backfilled and compacted in lifts with a sheepsfoot style compactor. It appears that the trenches are at least 5' wide. There is a testing lab on site taking compaction tests every 50' on the main and on the stub crossings across the road.
PW-Main inspection
Informational
03/20/2018
Brice Lawson 12/08/2017 11:28 AM The 8" sanitary main has been installed on line 1-A from STA. 7+60 to MH 1-A4. The base for MH 1-A4 has been installed. The stubs and tracers wires appear to be installed from MH 1-A3 to MH 1-A4. The 8" SDR 26 main has been installed from MH 1-A4 to approx. STA. 3+20 on line 1-B. Some of the wyes and stubs have been installed. Tracer wires are being installed with the stubs. Areas for trench checks have been excavated. It appears that the pipes are being bedded in clean rock. The sanitary main between MH 1-A3 and MH 1-A4 is being backfilled. A sheepsfoot style compactor is being used to compact the soil. The trenches appear to be about 5' wide. KCTE is on site to perform moisture density testing. I let Daniel Bryant with KCTE know that the moisture content for soil backfill of the trenches is +/- 2%.
PW-Main inspection
Informational
03/20/2018
Brice Lawson 12/11/2017 3:41 PM The 8" SDR 26 sewer main has been installed from MH 1-A4 to approx. STA. 9+16. The pipe has been bedded in clean rock. The wye fitting, tracer wire and stub have been installed for lot 18.
PW-Main inspection
Informational
03/20/2018
Brice Lawson 12/12/2017 4:14 PM Precision has installed the base for MH 1-A5.The 8" sanitary main has been installed from STA. 9+35 to MH 1-A5. The stub wye and tracer wire have been installed for lots 19 and 29. The 8" sanitary main has been installed from MH 1-A5 to approx. STA. 10+65. The wye fitting has been installed for lot 28. The pipe is being bedded in clean rock. KCTE was on site performing moisture/denstity testing on the sanitary trench backfill. On 12/11 a SDR 35 wye was installed for lot 19. Precision assured me that the SDR 35 wyes and 45 bend fittings were only installed at lot 19. They removed the wye and installed a SDR 26 wye and removed the rest of the SDR 35 wyes from the site.
PW-Main inspection
Informational
03/20/2018
-------------------------------------- Brice Lawson 12/13/2017 3:09 PM Precision has installed the 8" SDR 26 sanitary main from approx. STA. 10+65 to the wye fitting at STA. 11+36 on line 1-A. The sewer stubs, wyes and tracer wires have been installed for lots 27, 28, 20 and 21. The rebar cage has been installed for the encasement at STA. 10+47. The rebar cage appeared to be installed in a typical manner. The crew was getting ready to install the concrete. They plan to use a vibrator.
PW-Main inspection
Informational
03/20/2018
Brice Lawson 12/14/2017 4:38 PM Precision has installed the 8" sanitary main for line 1-A from STA. 11+36 to MH 1-A6. The 8" sanitary main has been installed from MH 1-A6 to the wye fitting located at STA. 12+93. The stubs have been installed for lots 23, 24 and 26. The trench check has been installed for lot 24. It appeared the pipes are being bedded and covered with clean rock. The sewer main and stub trenches are being backfilled between MH 1-A4 and MH 1-A6. It appears that the fill is being placed in lifts and compacted with a sheepsfoot style compactor. KCTE is on site performing moisture density testing on the backfill. The crew was getting ready to install MH 1-A7 and the stub for lot 25.
PW-Main inspection
Informational
03/20/2018
Brice Lawson 12/19/2017 3:31 PM The sewer stub and tracer wire for lot 25 have been installed. This has been partially backfilled. The base for MH 1-C1 has been installed on a bed of clean rock. Approx. 75' of 12" SDR 26 sewer main has been installed in clean rock from this manhole towards MH 1-C2. It appears that the pipe is being bedded and covered with clean rock.
PW-Main inspection
Informational
03/20/2018
Brice Lawson 12/20/2017 3:25 PM Precision is installing the 12" SDR 26 sewer main pipe between MH 1-C1 and MH 1-C2. It appears that the pipe is being bedded and covered with clean rock. The existing MH 64-001 has been exposed in preparation of the bore to be completed.
PW-Main inspection
Informational
03/20/2018
Brice Lawson 12/22/2017 2:13 PM It appears that the 12" PVC sanitary main has been installed from approx. 2+15 to approx. STA. 4+24 on sanitary line 1-C. The existing manhole 62-001 has been core drilled and it appears that the 12" PVC sanitary main has been installed from this manhole to MH 1-C1. It appears that the pipe is being bedded and covered in clean rock. It appears that the gasket has been installed at the core hole. It appears that there is at least 6" between the core hole and the hole for the existing main.
PW-Main inspection
Informational
03/20/2018
Brice Lawson 01/22/2018 12:41 PM Precision worked on Saturday 1/20/18 installing the remainder of the 12" sanitary main between MH 1-C2 and MH 1-C1. This was approx. 20' of main that was connected to MH 1-C2. Bedding rock is covering this section of pipe. It is raining today and there is a stream of water running into the excavated pit for the manhole. The manhole base has only been installed at this time.
PW-Main inspection
Informational
03/20/2018
Brice Lawson 02/13/2018 9:41 AM Danny with Precision had a few questions that he needed answered about the placement of fire hydrants. Precision is working on installing the outside drop assembly for MH1-C2. The manhole has been core drilled a PSX Direct Drive manhole gasket has been installed to connect the proposed 12" sanitary main to MH 1-C2.
PW-Main inspection
Resolved
03/29/2018
Brice Lawson 02/13/2018 3:27 PM The sanitary line segments and manholes have been installed for sanitary lines 1-A and 1-B. The contractor has requested to begin sanitary testing soon. I inspected all of the manholes on these two lines. Make the following corrections. Remove the excess masitic at the horizontal joints in MH 1-B1 and MH 1-A7. Brice Lawson 03/29/2018 3:21 PM Resolved BL Install the invert for the new 8" pipe that was connected to the existing City MH 64-003. Resolved BL
PW-Main inspection
Informational
03/20/2018
Brice Lawson 02/13/2018 3:40 PM Precision has installed the 12" SDR 26 sewer pipe from MH 1-C2 to MH 62-003. The PVC SDR 26 outside drop pipe has been installed at MH 1-C2. The pipe was connected to MH 62-003 with a PSX Direct Drive manhole connector. Part of the pipe has been bedded in clear rock. The crew was installing the rebar for the vertical encasement for the outside drop assembly.
PW-Main inspection
Informational
03/20/2018
Brice Lawson 02/14/2018 10:28 AM Precision is installing the vertical concrete encasement for the outside drop assembly for MH 1-C2. WA610-1-4 concrete mix was used. A vibratator was used to consolidate the concrete. It appears that the rebar cage was installed for the encasement. The inverts was installed for MH1-C1 with this same concrete mix.
PW-Main inspection
Informational
03/20/2018
Brice Lawson 02/14/2018 3:36 PM The cone section was installed on MH 1-C1. Mastic was installed between the cone and base. The exterior joint has been wrapped. The 4" adjustment ring has been installed with mastic.
PW-Main inspection
Informational
03/20/2018
Brice Lawson 02/15/2018 5:23 PM The concrete pipe cradle has been installed for the sanitary line at MH 1-C2. It appears that the cradle has been installed in compliance with the detail. The rebar has been installed.
PW-Main inspection
Informational
03/20/2018
Brice Lawson 03/14/2018 3:32 PM The existing city MH 64-003 has roots growing into that the water dept. plans to remove when they have staff available. There is also debris that has collected on the benches. Josh Roach said they will hopefully get to this soon.
PW-Main inspection
Informational
03/20/2018
Brice Lawson 03/20/2018 11:15 AM Precison extended the sanitary service line 14' for lot 24 to extend it past the new water main. It appears that the pipe is being bedded and covered with clean rock.
Sanitary Sewer - Invert Partial 3/29/2018 at 3:25 PM 03/29/2018
PW-Misc
Informational
03/27/2018
Tom Chandler 03/13/2018 3:13 PM Contractor ground inverts that needed adjustments. Contractor would like to perform mandrel test tomorrow if possible.
PW-Misc
Resolved
03/29/2018
Brice Lawson 03/27/2018 2:27 PM The inverts have been installed in manholes 1-A1, 1-A2, 1-A3, 1-A4, 1-A5 1-A6. It appears that the contractor used a grinder to grind down high spots in manholes 1-A6, 1-A4, 1-A3 and 1-A2. Uncover manhole 1-A7 for inspection. RESOLVED BL Make proper corrections to the invert that was installed where the new pipe has been installed in the existing manhole. The invert must be brought up to the spring line of the new pipe and create an invert from the new pipe to the existing invert. The invert should turn to guide the sewage to the existing invert. RESOLVED BL
PW-Misc
Informational
03/29/2018
Brice Lawson 03/29/2018 3:25 PM The invert has been installed in MH 1-A7. It appears that the contractor grinded a high spot out of the invert. The invert has been installed in the existing city manhole at the tie-in to existing location.
Erosion Control Inspection Partial 4/4/2018 at 1:20 PM 04/04/2018
PW-Devices for Erosion and Sediment Control
Corrective Action Required
03/27/2018
There are problems with the erosion control devices on your site. Brice Lawson 03/27/2018 1:17 PM Add inlet protection in front of the curb inlet in the south cul-de-sac.
PW-Erosion and Sediment Control
Corrective Action Required
04/04/2018
Your project is in violation of the Erosion and Sediment control policy. Brice Lawson 04/04/2018 1:51 PM Temporary sediment trap #1 has been removed. The plans show the temp. sed. trap to be removed after the uphill watershed is seeded and mulched and vegetation has been established. The east perimeter silt fence just south of the mulch berm is not trenched into the ground. Make proper corrections to control erosion at this location. Properly stabilize all disturbed areas of the site.
Site Visit Partial 4/5/2018 at 7:40 AM 04/05/2018
PW-Misc
Informational
03/07/2018
Brice Lawson 02/28/2018 11:18 AM The water dept. is on site performing a test shutdown on the water main in preperation of the proposed tie-ins. Precision is cleaning up the site and backfilling some fo the open pits.
PW-Misc
Informational
03/07/2018
Brice Lawson 03/07/2018 4:29 PM The contractor has installed all of the base rock on the south end of Nautilus. They are cutting the subgrade of the north half of Nautilus and the north cul-de-sac bulb. William Neds with HDR called and we talked about the storm structure issues for this site.
PW-Misc
Informational
04/05/2018
Brice Lawson 04/05/2018 8:15 AM I met with Daniel with Precision on site to go over some questions that he had regarding corrections to the ESC on this site and Raintree Pointe.
Sanitary Sewer Construction Inspection Partial 4/5/2018 at 11:20 AM 04/05/2018
PW-Main inspection
Corrective Action Required
04/05/2018
A main inspection has uncovered the following problems.Brice Lawson 04/05/2018 11:26 AM Sags and debris have been identified in the following sanitary line segments. Make proper corrections to these line segments. Coordinate inspections with the inspector for this site. Sag @ 90' to 97' form MH 62-208 to MH 62-207 Debris @ 97' to MH 62-207 Sag @ MH 62-208 to 8' Sag @ 190' from MH 62-208 to MH 62-209 Sag @ 286' to 292' from MH 64-168 to MH 64-167 Sag @ 238' to 244' from MH 64-168 to 64-167
Sanitary Sewer Construction Inspection Partial 4/6/2018 at 11:00 AM 04/06/2018
PW-Main inspection
Corrective Action Required
04/05/2018
A main inspection has uncovered the following problems.Brice Lawson 04/05/2018 11:26 AM Sags and debris have been identified in the following sanitary line segments. Make proper corrections to these line segments. Coordinate inspections with the inspector for this site. Sag @ 90' to 97' form MH 62-208 to MH 62-207 Debris @ 97' to MH 62-207 Sag @ MH 62-208 to 8' Sag @ 190' from MH 62-208 to MH 62-209 Sag @ 286' to 292' from MH 64-168 to MH 64-167 Sag @ 238' to 244' from MH 64-168 to 64-167
PW-Main inspection
Informational
04/06/2018
Brice Lawson 04/06/2018 12:13 PM Precision is working on repairing the sags between MH 64-168 and MH 64-167. They have excavated down to the pipe and raised it about a 1/4" and chocked in the rock under the pipe at one of the sags and installed bedding rock over the pipe. KCTE Testing is on site to perform compaction testing of the trench backfill.
Sanitary Sewer Construction Inspection Partial 4/7/2018 04/07/2018
PW-Main inspection
Corrective Action Required
04/06/2018
A main inspection has uncovered the following problems.Brice Lawson 04/05/2018 11:26 AM Sags and debris have been identified in the following sanitary line segments. Make proper corrections to these line segments. Coordinate inspections with the inspector for this site. Sag @ 90' to 97' form MH 62-208 to MH 62-207 Debris @ 97' to MH 62-207 Sag @ MH 62-208 to 8' Sag @ 190' from MH 62-208 to MH 62-209 Sag @ 286' to 292' from MH 64-168 to MH 64-167 Sag @ 238' to 244' from MH 64-168 to 64-167
PW-Main inspection
Informational
04/06/2018
Brice Lawson 04/06/2018 12:13 PM Precision is working on repairing the sags between MH 64-168 and MH 64-167. They have excavated down to the pipe and raised it about a 1/4" and chocked in the rock under the pipe at one of the sags and installed bedding rock over the pipe. KCTE Testing is on site to perform compaction testing of the trench backfill.
PW-Main inspection
Informational
04/07/2018
Brice Lawson 04/07/2018 2:43 PM Precision is working on repairing the sags in the sanitary line segments. The two sags between MH 64-168 and MH 64-167 have been repaired. The trenches have been backfilled. KCTE Testing is on site perfoming compaction testing. John let me know that the tests are at least 95% for the trench backfill. Precision has excavated down to the sag just north of MH 62-209. They are in the process of repairing the sag. The pipe has been covered with clean rock after the sag was repaired. They shined a flashlight in the pipe and discoverd there is debris at this sag location.
PW-Main inspection
Corrective Action Required
04/07/2018
A main inspection has uncovered the following problems. Precision noticed debris in the sanitary line segment between MH 62-209 and MH 62-208. The debris is approx. 8' north of MH 62-209. Flush the line and remove the debris.
Pavement-Stabilized Subgrade Partial 4/9/2018 at 1:00 PM 04/09/2018
PW-Misc
Informational
03/09/2018
Brice Lawson 03/05/2018 11:03 AM Precision is installing the geogrid on meadowbrook ln. It appears that the geogrid is being installed 1' behind the proposed curb. It appears that the seams of the geogrid are being overlapped. It appears that the base rock is being installed in two lifts. The plans call for 10" of base rock under the road. They have installed one lift so far and plan to get compaction tests on the first lift prior to installing the second lift. They have used AB3 on the west half of meadowbrook ln. I checked with Dan Harper to see if it is acceptable to use AB3 instead of modot type 5 aggregate base. He is fine with using the ab3.
PW-Misc
Informational
03/09/2018
Brice Lawson 03/06/2018 10:02 AM Precision is installing the geogrid and base rock on Nautilus Pl south of Meadowbrook Dr. They are installing the 10" of rock in two seperate lifts. Each lift is being tested by KCTE. Precision let me know that the moisture density testing has been completed on the top 6" of the subgrade and the tests were acceptable. They let me know that the locations where the fills were installed previously by Gradeco have been spot excavated to take moisture/density testing. This was done so that Precision could move forward with construction as the compaction tests results from when Gradeco originally placed the fill are not available at this time.
PW-Misc
Informational
03/09/2018
Brice Lawson 03/06/2018 2:54 PM Precision continues to install the baserock on Nautlius south of Meadowbrook. It appears that the first lift has been installed. They are in the process of graiding the first lift in the south cul de sac and grading the second lift on the stem of the road. Precision let me know that KCTE testing is continuing to test the base rock lifts.
PW-Misc
Informational
03/09/2018
Brice Lawson 03/08/2018 12:20 PM Precision has began installing the geogrid and base rock for on Nautilus north of Meadowbrook. The first layer of base rock is being installed. The geogrid is being overlaped at the seams. It appears the geogrid is being installed 1' behind the proposed curb. I spot checked the subgrade where the proposed back of curb will be and it appears that the proper amount of base rock can be installed. KCTE testing is on site and they have performed compaction testing on the subgrade and they said the tests are all passing and at or above 95% compaction.
PW-Misc
Informational
03/09/2018
Brice Lawson 03/09/2018 3:10 PM Precision is installing the second and final lift of base rock on Nautilus north of Meadowbrook. They are using a grader to grade the material and compacting the rock with a smooth roller. KCTE Testing is on site performing compactions tests and they said the tests are passing.
PW-Misc
Corrective Action Required
04/09/2018
Brice Lawson 04/09/2018 2:33 PM Some of the compaction test results for Meadowbrook show that a recycled aggregate was used. I spoke to Jake with Precision and Eric Howard about this. Eric Howard is looking into see if there is a seive analysis of the recycled aggregate. He is suppose to get back with me. Make proper corrections to the base rock if requiered based on what is determined in regards to recycled aggregate being used instead of the required base rock material.
Sanitary Sewer Construction Inspection Partial 4/10/2018 at 10:30 AM 04/10/2018
PW-Main inspection
Corrective Action Required
04/07/2018
A main inspection has uncovered the following problems.Brice Lawson 04/05/2018 11:26 AM Sags and debris have been identified in the following sanitary line segments. Make proper corrections to these line segments. Coordinate inspections with the inspector for this site. Sag @ 90' to 97' form MH 62-208 to MH 62-207 Debris @ 97' to MH 62-207 Sag @ MH 62-208 to 8' Sag @ 190' from MH 62-208 to MH 62-209 Sag @ 286' to 292' from MH 64-168 to MH 64-167 Sag @ 238' to 244' from MH 64-168 to 64-167 Complete mandrel testing and infiltration/exfiltration testing on the line segments that the sags were repaired 30 days after backfill completion.
PW-Main inspection
Informational
04/07/2018
Brice Lawson 04/06/2018 12:13 PM Precision is working on repairing the sags between MH 64-168 and MH 64-167. They have excavated down to the pipe and raised it about a 1/4" and chocked in the rock under the pipe at one of the sags and installed bedding rock over the pipe. KCTE Testing is on site to perform compaction testing of the trench backfill.
PW-Main inspection
Informational
04/07/2018
Brice Lawson 04/07/2018 2:43 PM Precision is working on repairing the sags in the sanitary line segments. The two sags between MH 64-168 and MH 64-167 have been repaired. The trenches have been backfilled. KCTE Testing is on site perfoming compaction testing. John let me know that the tests are at least 95% for the trench backfill. Precision has excavated down to the sag just north of MH 62-209. They are in the process of repairing the sag. The pipe has been covered with clean rock after the sag was repaired. They shined a flashlight in the pipe and discoverd there is debris at this sag location.
PW-Main inspection
Corrective Action Required
04/07/2018
A main inspection has uncovered the following problems. Precision noticed debris in the sanitary line segment between MH 62-209 and MH 62-208. The debris is approx. 8' north of MH 62-209. Flush the line and remove the debris.
PW-Main inspection
Informational
04/09/2018
Brice Lawson 04/09/2018 1:15 PM Precision has finished repairing and backfilled the sag @ 190' from MH 62-208 to 62-209. They have repaired the sag @ MH 62-208 to 8'. They have began backfilling and KCTE Testing is on site. Eric with KCTE Testing let Precision know that three tests for this backfill have failed due to moisture content and compaction. They plan to make proper corrections. Precision is excavating the trench to repair the sag at 90' to 97' from MH 62-208 to MH 62-207.
PW-Main inspection
Informational
04/10/2018
Brice Lawson 04/10/2018 11:31 AM Precision has repaired the sag @ 90' to 97' from MH 62-208 to MH 62-207. A water main pipe was encountered that crossed this trench during this repair and the contractor said they bedded the water line with clean rock prior to covering. The pipes have been covered but the trench has not been backfilled.
Water Line - Construction Inspection Partial 4/10/2018 at 1:00 PM 04/10/2018
PW-Main inspection
Informational
02/13/2018
Brice Lawson 01/29/2018 3:10 PM The contractor has began installing the 8" PVC water main for water main 1-1 from approx. STA. 1+36 towards the east. The pipe is being bedded in clean rock. The fire hydrant at STA. 1+91.45 has been moved to STA. 1+96.45 due to an existing power line. The hydrant has been set on a concrete block that is approx. 2' by 2'.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 01/30/2018 4:04 PM Precision has installed 8" C900 PVC water main on line 1-1 from approx. STA. 2+60 to approx. STA. 3+52. An 8" Tee and 8" Mueller gate valve were installed with the valve on the west side of the tee. The 8" C900 water line has been installed from STA. 5+40 to approx. STA. 6+98.1. The pipe was connected to the tee fitting at STA. 6+98.1. The pipe is being bedded and covered with clean rock. The tracer wire is being taped to the top of the pipe. It is difficult to verify that the water line is being placed as shown on plans as there are very few off set stakes and no F/L elevations for the water main.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 01/31/2018 1:28 PM Precision has installed the water main on line 1-2 from STA. 5+40 to STA.4+66.63. The fire hydrant and 6" gate valve have been installed at STA. 4+78.70. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. The water main is 4' to 5' below existing grade.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 02/02/2018 11:24 AM The water line for line 1-2 has been installed from STA. 3+20 to STA. 1+99. The 8" C900 water pipe is being installed on a bed of clean rock. The tracer wire has been installed above it. The 45 degree bends have been installed and the bolts have been sprayed with under coating. The fittings have been wrapped with poly wrap and sealed with tape. It appears that the end of the sanitary service stub for lot 24 does not extend to the north side of the water line. I asked Jake with Precision if they would want to extend this now while they know where the lines are. He is going to check with the developer.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 02/07/2018 3:07 PM Precision has installed the 8" PVC water main from the tee fitting at STA. 6+98.91 to approx. STA. 9+89.00. The 8" Mueller 2361 gate valve was installed at STA. 6+98.91 on the south side of the tee fitting. The tee fitting has been installed at STA.7+90.54. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. Epoxy splice connectors are being used.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 02/08/2018 5:21 PM The 8" C900 warter main has been installed from STA. 9+89 to STA. 12+00. This section of water main was installed and backfilled before it was inspected. It appears tracer wire was installed with this pipe. It appears that the marker tape has been installed. This section of water main trench was being backfilled and the soil was being compacted with a sheepsfoot compactor. KC Testing was on site performing compaction testing on the trench backfill. The tester informed me that the test are passing and that the compaction efforts appear to be proper. The contractor has excavated a trench to install the water main from STA. 12+00 to STA. 14+16.58. I informed the contractor that the trench looks too deep according to the proposed fill on the plans. He checked his grade and confirmed that the trench was excavated too deep. He plans to backfill the trench and get compaction tests performed on the fill. I will be off on vacation the next couple days and Tom Chandler will be covering this project. Tom came out to the site today and I informed him of what is going on with the water main trench. He is aware of this issue.
PW-Main inspection
Informational
02/13/2018
Backfield and tested from station 12+00 to station 14+10. Will install water later today.
PW-Main inspection
Informational
02/13/2018
Tom Chandler 02/09/2018 3:59 PM Installed from station 12+00 up to station 14+10. Will install hydrant and thrust restraints on 2/12/2018.
PW-Main inspection
Informational
02/13/2018
Tom Chandler 02/12/2018 4:24 PM Was working on some hydrants today. Did not really get much done on them. Planning on pouring thrust restraints on 02/13/2018.
PW-Main inspection
Informational
02/13/2018
Brice Lawson 02/13/2018 3:33 PM Precision is working on installing the water main and fire hydrant for water line 1-2 near STA. 13+96.94. They let me know that they will not have 42" of cover over the main at the tee for the hydrant. They also dont think that the hydrant will stand plumb. I suggested that they talk to the design engineer about these issues. I also suggested getting survey stakes that show finish grade elevations and top of water main elevation so the water main elevation could be verified on site.
PW-Main inspection
Informational
04/10/2018
Brice Lawson 04/10/2018 3:32 PM A revision to water line 1-2 dated 4/5/18 was submitted, approved and delivered to the contractor. The revision includes moving the water line to the east at the southeast side of the south cul-de-sac.
Storm Sewer Construction Inspection Partial 4/10/2018 at 1:16 PM 04/10/2018
PW-Storm Sewer Inspection
Informational
03/27/2018
Brice Lawson 12/19/2017 3:55 PM CI 1-20E and CI 1-20D have been installed on a bed of clean rock. The 15" ADS HDPE storm pipe has been installed between these curb inlets. The pipe has been bedded on clean rock. The inverts, interior and exterior collars have been installed at these curb inlets. Approx. 130' of the 18" ADS HDPE has been installed in the trench but it has not been covered with rock.
PW-Storm Sewer Inspection
Informational
03/27/2018
Brice Lawson 12/20/2017 3:22 PM The 130' of 18" HDPE from CI 1-20D towards CI 1-20C has been bedded and covered with clean rock.
PW-Storm Sewer Inspection
Informational
03/27/2018
Brice Lawson 01/09/2018 11:39 AM Precision is installing the storm structures and HDPE storm pipe for storm lines 1-10 and 1-11. It appears that the pipes are being installed on a bed of clean rock. The bell ends are facing up hill. The hdpe pipe has been installed between CI 1-10C and MH 1-10B. The trench width is too narrow. I informed George of this and he said they plan to dig this trench wider.
PW-Storm Sewer Inspection
Informational
03/27/2018
Tom Chandler 01/25/2018 7:21 AM Installed the remaining 30" HDPE pipe for line 1-10. Installed last section towards MH 1-10B. Did not backfill.
PW-Storm Sewer Inspection
Informational
03/27/2018
Tom Chandler 01/25/2018 4:40 PM Installed 53 ft. of 24" HDPE pipe from MH1-10E to MH 1-10F. Installed MH 1-10F as well. Installed MH 1-10F at station 5+86. Backfilled with rock and will pour collars and inverts on 1/26/2018.
PW-Storm Sewer Inspection
Informational
03/27/2018
Brice Lawson 02/08/2018 5:38 PM CI 1-20C has been installed it is 5' by 3'. The remainder of the 18" HDPE storm pipe was installed from the curb inlet to the previously installed pipes. The collars have been installed. The invert has been installed. The CI was installed on a bed of clean rock.
PW-Storm Sewer Inspection
Corrective Action Required
03/27/2018
Brice Lawson 03/27/2018 1:45 PM MH 1-10D was originally designed to have a 4" frame. The contractor has recieved a approved change to install a 9" frame. It appears that the bell has been removed from the underside of the concrete lid. The spigoet has been removed from the top of the manhole wall. It appears that bars have been installed @12" O/C and it appears that epoxy has been applied to the holes. The frame has been installed. The 4" adjustment ring has not been installed. The contractor stated that they would have to remove more of the top of the manhole wall to use the adjustment ring. I asked Dan about this and he is ok with the adjustment not being installed. It does not appear that the frame has been sealed to the concrete lid. I aske Jake with Precision about this and he is going to check on this.
PW-Storm Sewer Inspection
Informational
04/10/2018
Brice Lawson 04/10/2018 3:39 PM A revision to storm line 1-20 dated 4/5/18 has been submitted, approved and delivered to the contractor. This revision was done due to a conflict with the existing sanitary force mains.
Sanitary Sewer Construction Inspection Partial 4/11/2018 at 8:25 AM 04/11/2018
PW-Main inspection
Corrective Action Required
04/10/2018
A main inspection has uncovered the following problems.Brice Lawson 04/05/2018 11:26 AM Sags and debris have been identified in the following sanitary line segments. Make proper corrections to these line segments. Coordinate inspections with the inspector for this site. Sag @ 90' to 97' form MH 62-208 to MH 62-207 Debris @ 97' to MH 62-207 Sag @ MH 62-208 to 8' Sag @ 190' from MH 62-208 to MH 62-209 Sag @ 286' to 292' from MH 64-168 to MH 64-167 Sag @ 238' to 244' from MH 64-168 to 64-167 Complete mandrel testing and infiltration/exfiltration testing on the line segments that the sags were repaired 30 days after backfill completion.
PW-Main inspection
Informational
04/10/2018
Brice Lawson 04/06/2018 12:13 PM Precision is working on repairing the sags between MH 64-168 and MH 64-167. They have excavated down to the pipe and raised it about a 1/4" and chocked in the rock under the pipe at one of the sags and installed bedding rock over the pipe. KCTE Testing is on site to perform compaction testing of the trench backfill.
PW-Main inspection
Informational
04/10/2018
Brice Lawson 04/07/2018 2:43 PM Precision is working on repairing the sags in the sanitary line segments. The two sags between MH 64-168 and MH 64-167 have been repaired. The trenches have been backfilled. KCTE Testing is on site perfoming compaction testing. John let me know that the tests are at least 95% for the trench backfill. Precision has excavated down to the sag just north of MH 62-209. They are in the process of repairing the sag. The pipe has been covered with clean rock after the sag was repaired. They shined a flashlight in the pipe and discoverd there is debris at this sag location.
PW-Main inspection
Corrective Action Required
04/10/2018
A main inspection has uncovered the following problems. Precision noticed debris in the sanitary line segment between MH 62-209 and MH 62-208. The debris is approx. 8' north of MH 62-209. Flush the line and remove the debris.
PW-Main inspection
Informational
04/10/2018
Brice Lawson 04/09/2018 1:15 PM Precision has finished repairing and backfilled the sag @ 190' from MH 62-208 to 62-209. They have repaired the sag @ MH 62-208 to 8'. They have began backfilling and KCTE Testing is on site. Eric with KCTE Testing let Precision know that three tests for this backfill have failed due to moisture content and compaction. They plan to make proper corrections. Precision is excavating the trench to repair the sag at 90' to 97' from MH 62-208 to MH 62-207.
PW-Main inspection
Informational
04/10/2018
Brice Lawson 04/10/2018 11:31 AM Precision has repaired the sag @ 90' to 97' from MH 62-208 to MH 62-207. A water main pipe was encountered that crossed this trench during this repair and the contractor said they bedded the water line with clean rock prior to covering. The pipes have been covered but the trench has not been backfilled.
PW-Main inspection
Informational
04/11/2018
Brice Lawson 04/11/2018 8:29 AM The excavation to repair the sag @ 90' to 97' from MH 62-208 to MH 62-207 was backfilled on 4/10/18. I spoke with KCTE Testing on site and they let me know that the compaction test were passing and the fill was installed in 8" compacted lifts. The sag excavation @ MH 62-208 to 8' is being backfilled now. KCTE Testing is on site and performing compaction testing. It appears that the backfill is being installed and compacted in lifts. Video footage of the sanitary video inspection was loaded onto a thumb drive at the contractors request. I gave the thumb drive to Precision.
PW-Main inspection
Corrective Action Required
04/11/2018
Brice Lawson 04/11/2018 8:34 AM The sanitary line marker tape has not been installed at some of the sag repair locations. The only sag repair location that the marker tape was installed is at the sag locations between MH 64-167 and MH 64-168. I brought this up to Precision and they plan to come back and install the marker tape at a later time. Properly install the marker tape at the sag repair locations.
Pavement-Stabilized Subgrade Partial 4/10/2018 at 10:00 AM 04/11/2018
PW-Misc
Informational
04/09/2018
Brice Lawson 03/05/2018 11:03 AM Precision is installing the geogrid on meadowbrook ln. It appears that the geogrid is being installed 1' behind the proposed curb. It appears that the seams of the geogrid are being overlapped. It appears that the base rock is being installed in two lifts. The plans call for 10" of base rock under the road. They have installed one lift so far and plan to get compaction tests on the first lift prior to installing the second lift. They have used AB3 on the west half of meadowbrook ln. I checked with Dan Harper to see if it is acceptable to use AB3 instead of modot type 5 aggregate base. He is fine with using the ab3.
PW-Misc
Informational
04/09/2018
Brice Lawson 03/06/2018 10:02 AM Precision is installing the geogrid and base rock on Nautilus Pl south of Meadowbrook Dr. They are installing the 10" of rock in two seperate lifts. Each lift is being tested by KCTE. Precision let me know that the moisture density testing has been completed on the top 6" of the subgrade and the tests were acceptable. They let me know that the locations where the fills were installed previously by Gradeco have been spot excavated to take moisture/density testing. This was done so that Precision could move forward with construction as the compaction tests results from when Gradeco originally placed the fill are not available at this time.
PW-Misc
Informational
04/09/2018
Brice Lawson 03/06/2018 2:54 PM Precision continues to install the baserock on Nautlius south of Meadowbrook. It appears that the first lift has been installed. They are in the process of graiding the first lift in the south cul de sac and grading the second lift on the stem of the road. Precision let me know that KCTE testing is continuing to test the base rock lifts.
PW-Misc
Informational
04/09/2018
Brice Lawson 03/08/2018 12:20 PM Precision has began installing the geogrid and base rock for on Nautilus north of Meadowbrook. The first layer of base rock is being installed. The geogrid is being overlaped at the seams. It appears the geogrid is being installed 1' behind the proposed curb. I spot checked the subgrade where the proposed back of curb will be and it appears that the proper amount of base rock can be installed. KCTE testing is on site and they have performed compaction testing on the subgrade and they said the tests are all passing and at or above 95% compaction.
PW-Misc
Informational
04/09/2018
Brice Lawson 03/09/2018 3:10 PM Precision is installing the second and final lift of base rock on Nautilus north of Meadowbrook. They are using a grader to grade the material and compacting the rock with a smooth roller. KCTE Testing is on site performing compactions tests and they said the tests are passing.
PW-Misc
Resolved
04/10/2018
Brice Lawson 04/09/2018 2:33 PM Some of the compaction test results for Meadowbrook show that a recycled aggregate was used. I spoke to Jake with Precision and Eric Howard about this. Eric Howard is looking into see if there is a seive analysis of the recycled aggregate. He is suppose to get back with me. Make proper corrections to the base rock if requiered based on what is determined in regards to recycled aggregate being used instead of the required base rock material. Brice Lawson 04/10/2018 11:25 AM No corrections are required at this time. Eric Howard with KCTE Testing let me know that KCTE performed a proctor on the for the recycled aggregate to use for the compaction testing of the base rock. I met with Dan Harper on site and we discussed the base rock. I will let Precision know that in the future they must use the base rock material that is shown on the plans. A proof roll will be done on the aggregate base course prior to the installation of curb and asphalt.
Erosion Control Inspection Partial 4/11/2018 at 9:20 AM 04/11/2018
PW-Devices for Erosion and Sediment Control
Corrective Action Required
04/04/2018
There are problems with the erosion control devices on your site. Brice Lawson 03/27/2018 1:17 PM Add inlet protection in front of the curb inlet in the south cul-de-sac. Brice Lawson 04/11/2018 9:27 AM The silt fence inlet protection has been installed but it is not effective. The contractor plans to trench it into the rock to make it effective.
PW-Erosion and Sediment Control
Partial Correction
04/11/2018
Your project is in violation of the Erosion and Sediment control policy. Brice Lawson 04/04/2018 1:51 PM Temporary sediment trap #1 has been removed. The plans show the temp. sed. trap to be removed after the uphill watershed is seeded and mulched and vegetation has been established. The east perimeter silt fence just south of the mulch berm is not trenched into the ground. Make proper corrections to control erosion at this location. Brice Lawson 04/11/2018 9:25 AM RESOLVED Straw waddles have been installed upstream in front of the silt fence in this location to control erosion. Properly stabilize all disturbed areas of the site.
Curb - Proof Roll Passed 4/12/2018 at 8:05 AM 04/12/2018
PW-Misc
Informational
04/12/2018
Brice Lawson 04/12/2018 2:18 PM A proof roll was performed on the base rock where the curb will be installed. There did not appear to be any rutting, pumping or deflection of the base rock during the proof roll.
Sanitary Sewer Construction Inspection Partial 4/12/2018 at 3:35 PM 04/12/2018
PW-Main inspection
Partial Correction
04/12/2018
A main inspection has uncovered the following problems.Brice Lawson 04/05/2018 11:26 AM Sags and debris have been identified in the following sanitary line segments. Make proper corrections to these line segments. Coordinate inspections with the inspector for this site. Sag @ 90' to 97' form MH 62-208 to MH 62-207 Debris @ 97' to MH 62-207 Brice Lawson 04/12/2018 4:09 PM/// Ace Pipe Cleaning jetted this line segment and removed the debris. Sag @ MH 62-208 to 8' Sag @ 190' from MH 62-208 to MH 62-209 Sag @ 286' to 292' from MH 64-168 to MH 64-167 Sag @ 238' to 244' from MH 64-168 to 64-167 Complete mandrel testing and infiltration/exfiltration testing on the line segments that the sags were repaired 30 days after backfill completion.
PW-Main inspection
Informational
04/11/2018
Brice Lawson 04/06/2018 12:13 PM Precision is working on repairing the sags between MH 64-168 and MH 64-167. They have excavated down to the pipe and raised it about a 1/4" and chocked in the rock under the pipe at one of the sags and installed bedding rock over the pipe. KCTE Testing is on site to perform compaction testing of the trench backfill.
PW-Main inspection
Informational
04/11/2018
Brice Lawson 04/07/2018 2:43 PM Precision is working on repairing the sags in the sanitary line segments. The two sags between MH 64-168 and MH 64-167 have been repaired. The trenches have been backfilled. KCTE Testing is on site perfoming compaction testing. John let me know that the tests are at least 95% for the trench backfill. Precision has excavated down to the sag just north of MH 62-209. They are in the process of repairing the sag. The pipe has been covered with clean rock after the sag was repaired. They shined a flashlight in the pipe and discoverd there is debris at this sag location.
PW-Main inspection
Resolved
04/12/2018
A main inspection has uncovered the following problems. Precision noticed debris in the sanitary line segment between MH 62-209 and MH 62-208. The debris is approx. 8' north of MH 62-209. Flush the line and remove the debris. Brice Lawson 04/12/2018 4:08 PM Ace Pipe Cleaning jetted this line segment and removed the debris.
PW-Main inspection
Informational
04/11/2018
Brice Lawson 04/09/2018 1:15 PM Precision has finished repairing and backfilled the sag @ 190' from MH 62-208 to 62-209. They have repaired the sag @ MH 62-208 to 8'. They have began backfilling and KCTE Testing is on site. Eric with KCTE Testing let Precision know that three tests for this backfill have failed due to moisture content and compaction. They plan to make proper corrections. Precision is excavating the trench to repair the sag at 90' to 97' from MH 62-208 to MH 62-207.
PW-Main inspection
Informational
04/11/2018
Brice Lawson 04/10/2018 11:31 AM Precision has repaired the sag @ 90' to 97' from MH 62-208 to MH 62-207. A water main pipe was encountered that crossed this trench during this repair and the contractor said they bedded the water line with clean rock prior to covering. The pipes have been covered but the trench has not been backfilled.
PW-Main inspection
Informational
04/11/2018
Brice Lawson 04/11/2018 8:29 AM The excavation to repair the sag @ 90' to 97' from MH 62-208 to MH 62-207 was backfilled on 4/10/18. I spoke with KCTE Testing on site and they let me know that the compaction test were passing and the fill was installed in 8" compacted lifts. The sag excavation @ MH 62-208 to 8' is being backfilled now. KCTE Testing is on site and performing compaction testing. It appears that the backfill is being installed and compacted in lifts. Video footage of the sanitary video inspection was loaded onto a thumb drive at the contractors request. I gave the thumb drive to Precision.
PW-Main inspection
Corrective Action Required
04/11/2018
Brice Lawson 04/11/2018 8:34 AM The sanitary line marker tape has not been installed at some of the sag repair locations. The only sag repair location that the marker tape was installed is at the sag locations between MH 64-167 and MH 64-168. I brought this up to Precision and they plan to come back and install the marker tape at a later time. Properly install the marker tape at the sag repair locations.
Water Line - Construction Inspection Partial 4/13/2018 at 10:10 AM 04/13/2018
PW-Main inspection
Informational
04/10/2018
Brice Lawson 01/29/2018 3:10 PM The contractor has began installing the 8" PVC water main for water main 1-1 from approx. STA. 1+36 towards the east. The pipe is being bedded in clean rock. The fire hydrant at STA. 1+91.45 has been moved to STA. 1+96.45 due to an existing power line. The hydrant has been set on a concrete block that is approx. 2' by 2'.
PW-Main inspection
Informational
04/10/2018
Brice Lawson 01/30/2018 4:04 PM Precision has installed 8" C900 PVC water main on line 1-1 from approx. STA. 2+60 to approx. STA. 3+52. An 8" Tee and 8" Mueller gate valve were installed with the valve on the west side of the tee. The 8" C900 water line has been installed from STA. 5+40 to approx. STA. 6+98.1. The pipe was connected to the tee fitting at STA. 6+98.1. The pipe is being bedded and covered with clean rock. The tracer wire is being taped to the top of the pipe. It is difficult to verify that the water line is being placed as shown on plans as there are very few off set stakes and no F/L elevations for the water main.
PW-Main inspection
Informational
04/10/2018
Brice Lawson 01/31/2018 1:28 PM Precision has installed the water main on line 1-2 from STA. 5+40 to STA.4+66.63. The fire hydrant and 6" gate valve have been installed at STA. 4+78.70. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. The water main is 4' to 5' below existing grade.
PW-Main inspection
Informational
04/10/2018
Brice Lawson 02/02/2018 11:24 AM The water line for line 1-2 has been installed from STA. 3+20 to STA. 1+99. The 8" C900 water pipe is being installed on a bed of clean rock. The tracer wire has been installed above it. The 45 degree bends have been installed and the bolts have been sprayed with under coating. The fittings have been wrapped with poly wrap and sealed with tape. It appears that the end of the sanitary service stub for lot 24 does not extend to the north side of the water line. I asked Jake with Precision if they would want to extend this now while they know where the lines are. He is going to check with the developer.
PW-Main inspection
Informational
04/10/2018
Brice Lawson 02/07/2018 3:07 PM Precision has installed the 8" PVC water main from the tee fitting at STA. 6+98.91 to approx. STA. 9+89.00. The 8" Mueller 2361 gate valve was installed at STA. 6+98.91 on the south side of the tee fitting. The tee fitting has been installed at STA.7+90.54. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. Epoxy splice connectors are being used.
PW-Main inspection
Informational
04/10/2018
Brice Lawson 02/08/2018 5:21 PM The 8" C900 warter main has been installed from STA. 9+89 to STA. 12+00. This section of water main was installed and backfilled before it was inspected. It appears tracer wire was installed with this pipe. It appears that the marker tape has been installed. This section of water main trench was being backfilled and the soil was being compacted with a sheepsfoot compactor. KC Testing was on site performing compaction testing on the trench backfill. The tester informed me that the test are passing and that the compaction efforts appear to be proper. The contractor has excavated a trench to install the water main from STA. 12+00 to STA. 14+16.58. I informed the contractor that the trench looks too deep according to the proposed fill on the plans. He checked his grade and confirmed that the trench was excavated too deep. He plans to backfill the trench and get compaction tests performed on the fill. I will be off on vacation the next couple days and Tom Chandler will be covering this project. Tom came out to the site today and I informed him of what is going on with the water main trench. He is aware of this issue.
PW-Main inspection
Informational
04/10/2018
Backfield and tested from station 12+00 to station 14+10. Will install water later today.
PW-Main inspection
Informational
04/10/2018
Tom Chandler 02/09/2018 3:59 PM Installed from station 12+00 up to station 14+10. Will install hydrant and thrust restraints on 2/12/2018.
PW-Main inspection
Informational
04/10/2018
Tom Chandler 02/12/2018 4:24 PM Was working on some hydrants today. Did not really get much done on them. Planning on pouring thrust restraints on 02/13/2018.
PW-Main inspection
Informational
04/10/2018
Brice Lawson 02/13/2018 3:33 PM Precision is working on installing the water main and fire hydrant for water line 1-2 near STA. 13+96.94. They let me know that they will not have 42" of cover over the main at the tee for the hydrant. They also dont think that the hydrant will stand plumb. I suggested that they talk to the design engineer about these issues. I also suggested getting survey stakes that show finish grade elevations and top of water main elevation so the water main elevation could be verified on site.
PW-Main inspection
Informational
04/10/2018
Brice Lawson 04/10/2018 3:32 PM A revision to water line 1-2 dated 4/5/18 was submitted, approved and delivered to the contractor. The revision includes moving the water line to the east at the southeast side of the south cul-de-sac.
PW-Main inspection
Corrective Action Required
04/13/2018
A main inspection has uncovered the following problems. Brice Lawson 04/13/2018 10:31 AM Precision is working on installing part of water line 1-2. They are working on bedding the 45 degree bends around the south cul-de-sac. The treches have water in them. I asked them to remove the water from the trench prior to bedding the pipe. Remove the water from the trench.
Water Line - Construction Inspection Partial 4/13/2018 at 3:45 PM 04/13/2018
PW-Main inspection
Informational
04/13/2018
Brice Lawson 01/29/2018 3:10 PM The contractor has began installing the 8" PVC water main for water main 1-1 from approx. STA. 1+36 towards the east. The pipe is being bedded in clean rock. The fire hydrant at STA. 1+91.45 has been moved to STA. 1+96.45 due to an existing power line. The hydrant has been set on a concrete block that is approx. 2' by 2'.
PW-Main inspection
Informational
04/13/2018
Brice Lawson 01/30/2018 4:04 PM Precision has installed 8" C900 PVC water main on line 1-1 from approx. STA. 2+60 to approx. STA. 3+52. An 8" Tee and 8" Mueller gate valve were installed with the valve on the west side of the tee. The 8" C900 water line has been installed from STA. 5+40 to approx. STA. 6+98.1. The pipe was connected to the tee fitting at STA. 6+98.1. The pipe is being bedded and covered with clean rock. The tracer wire is being taped to the top of the pipe. It is difficult to verify that the water line is being placed as shown on plans as there are very few off set stakes and no F/L elevations for the water main.
PW-Main inspection
Informational
04/13/2018
Brice Lawson 01/31/2018 1:28 PM Precision has installed the water main on line 1-2 from STA. 5+40 to STA.4+66.63. The fire hydrant and 6" gate valve have been installed at STA. 4+78.70. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. The water main is 4' to 5' below existing grade.
PW-Main inspection
Informational
04/13/2018
Brice Lawson 02/02/2018 11:24 AM The water line for line 1-2 has been installed from STA. 3+20 to STA. 1+99. The 8" C900 water pipe is being installed on a bed of clean rock. The tracer wire has been installed above it. The 45 degree bends have been installed and the bolts have been sprayed with under coating. The fittings have been wrapped with poly wrap and sealed with tape. It appears that the end of the sanitary service stub for lot 24 does not extend to the north side of the water line. I asked Jake with Precision if they would want to extend this now while they know where the lines are. He is going to check with the developer.
PW-Main inspection
Informational
04/13/2018
Brice Lawson 02/07/2018 3:07 PM Precision has installed the 8" PVC water main from the tee fitting at STA. 6+98.91 to approx. STA. 9+89.00. The 8" Mueller 2361 gate valve was installed at STA. 6+98.91 on the south side of the tee fitting. The tee fitting has been installed at STA.7+90.54. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. Epoxy splice connectors are being used.
PW-Main inspection
Informational
04/13/2018
Brice Lawson 02/08/2018 5:21 PM The 8" C900 warter main has been installed from STA. 9+89 to STA. 12+00. This section of water main was installed and backfilled before it was inspected. It appears tracer wire was installed with this pipe. It appears that the marker tape has been installed. This section of water main trench was being backfilled and the soil was being compacted with a sheepsfoot compactor. KC Testing was on site performing compaction testing on the trench backfill. The tester informed me that the test are passing and that the compaction efforts appear to be proper. The contractor has excavated a trench to install the water main from STA. 12+00 to STA. 14+16.58. I informed the contractor that the trench looks too deep according to the proposed fill on the plans. He checked his grade and confirmed that the trench was excavated too deep. He plans to backfill the trench and get compaction tests performed on the fill. I will be off on vacation the next couple days and Tom Chandler will be covering this project. Tom came out to the site today and I informed him of what is going on with the water main trench. He is aware of this issue.
PW-Main inspection
Informational
04/13/2018
Backfield and tested from station 12+00 to station 14+10. Will install water later today.
PW-Main inspection
Informational
04/13/2018
Tom Chandler 02/09/2018 3:59 PM Installed from station 12+00 up to station 14+10. Will install hydrant and thrust restraints on 2/12/2018.
PW-Main inspection
Informational
04/13/2018
Tom Chandler 02/12/2018 4:24 PM Was working on some hydrants today. Did not really get much done on them. Planning on pouring thrust restraints on 02/13/2018.
PW-Main inspection
Informational
04/13/2018
Brice Lawson 02/13/2018 3:33 PM Precision is working on installing the water main and fire hydrant for water line 1-2 near STA. 13+96.94. They let me know that they will not have 42" of cover over the main at the tee for the hydrant. They also dont think that the hydrant will stand plumb. I suggested that they talk to the design engineer about these issues. I also suggested getting survey stakes that show finish grade elevations and top of water main elevation so the water main elevation could be verified on site.
PW-Main inspection
Informational
04/13/2018
Brice Lawson 04/10/2018 3:32 PM A revision to water line 1-2 dated 4/5/18 was submitted, approved and delivered to the contractor. The revision includes moving the water line to the east at the southeast side of the south cul-de-sac.
PW-Main inspection
Corrective Action Required
04/13/2018
A main inspection has uncovered the following problems. Brice Lawson 04/13/2018 10:31 AM Precision is working on installing part of water line 1-2. They are working on bedding the 45 degree bends around the south cul-de-sac. The treches have water in them. I asked them to remove the water from the trench prior to bedding the pipe. Remove the water from the trench.
PW-Main inspection
Informational
04/13/2018
Brice Lawson 04/13/2018 4:26 PM Precision is working on installing water line 1-2 near STA. 13.99. They are planning to work tomorrow depending on the weather. They did not give me proper notice to work overtime. Bryan plans to come by the job site tomorrow.
Water Line - Construction Inspection Partial 4/17/2018 at 7:20 AM 04/17/2018
PW-Main inspection
Informational
04/13/2018
Brice Lawson 01/29/2018 3:10 PM The contractor has began installing the 8" PVC water main for water main 1-1 from approx. STA. 1+36 towards the east. The pipe is being bedded in clean rock. The fire hydrant at STA. 1+91.45 has been moved to STA. 1+96.45 due to an existing power line. The hydrant has been set on a concrete block that is approx. 2' by 2'.
PW-Main inspection
Informational
04/13/2018
Brice Lawson 01/30/2018 4:04 PM Precision has installed 8" C900 PVC water main on line 1-1 from approx. STA. 2+60 to approx. STA. 3+52. An 8" Tee and 8" Mueller gate valve were installed with the valve on the west side of the tee. The 8" C900 water line has been installed from STA. 5+40 to approx. STA. 6+98.1. The pipe was connected to the tee fitting at STA. 6+98.1. The pipe is being bedded and covered with clean rock. The tracer wire is being taped to the top of the pipe. It is difficult to verify that the water line is being placed as shown on plans as there are very few off set stakes and no F/L elevations for the water main.
PW-Main inspection
Informational
04/13/2018
Brice Lawson 01/31/2018 1:28 PM Precision has installed the water main on line 1-2 from STA. 5+40 to STA.4+66.63. The fire hydrant and 6" gate valve have been installed at STA. 4+78.70. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. The water main is 4' to 5' below existing grade.
PW-Main inspection
Informational
04/13/2018
Brice Lawson 02/02/2018 11:24 AM The water line for line 1-2 has been installed from STA. 3+20 to STA. 1+99. The 8" C900 water pipe is being installed on a bed of clean rock. The tracer wire has been installed above it. The 45 degree bends have been installed and the bolts have been sprayed with under coating. The fittings have been wrapped with poly wrap and sealed with tape. It appears that the end of the sanitary service stub for lot 24 does not extend to the north side of the water line. I asked Jake with Precision if they would want to extend this now while they know where the lines are. He is going to check with the developer.
PW-Main inspection
Informational
04/13/2018
Brice Lawson 02/07/2018 3:07 PM Precision has installed the 8" PVC water main from the tee fitting at STA. 6+98.91 to approx. STA. 9+89.00. The 8" Mueller 2361 gate valve was installed at STA. 6+98.91 on the south side of the tee fitting. The tee fitting has been installed at STA.7+90.54. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. Epoxy splice connectors are being used.
PW-Main inspection
Informational
04/13/2018
Brice Lawson 02/08/2018 5:21 PM The 8" C900 warter main has been installed from STA. 9+89 to STA. 12+00. This section of water main was installed and backfilled before it was inspected. It appears tracer wire was installed with this pipe. It appears that the marker tape has been installed. This section of water main trench was being backfilled and the soil was being compacted with a sheepsfoot compactor. KC Testing was on site performing compaction testing on the trench backfill. The tester informed me that the test are passing and that the compaction efforts appear to be proper. The contractor has excavated a trench to install the water main from STA. 12+00 to STA. 14+16.58. I informed the contractor that the trench looks too deep according to the proposed fill on the plans. He checked his grade and confirmed that the trench was excavated too deep. He plans to backfill the trench and get compaction tests performed on the fill. I will be off on vacation the next couple days and Tom Chandler will be covering this project. Tom came out to the site today and I informed him of what is going on with the water main trench. He is aware of this issue.
PW-Main inspection
Informational
04/13/2018
Backfield and tested from station 12+00 to station 14+10. Will install water later today.
PW-Main inspection
Informational
04/13/2018
Tom Chandler 02/09/2018 3:59 PM Installed from station 12+00 up to station 14+10. Will install hydrant and thrust restraints on 2/12/2018.
PW-Main inspection
Informational
04/13/2018
Tom Chandler 02/12/2018 4:24 PM Was working on some hydrants today. Did not really get much done on them. Planning on pouring thrust restraints on 02/13/2018.
PW-Main inspection
Informational
04/13/2018
Brice Lawson 02/13/2018 3:33 PM Precision is working on installing the water main and fire hydrant for water line 1-2 near STA. 13+96.94. They let me know that they will not have 42" of cover over the main at the tee for the hydrant. They also dont think that the hydrant will stand plumb. I suggested that they talk to the design engineer about these issues. I also suggested getting survey stakes that show finish grade elevations and top of water main elevation so the water main elevation could be verified on site.
PW-Main inspection
Informational
04/13/2018
Brice Lawson 04/10/2018 3:32 PM A revision to water line 1-2 dated 4/5/18 was submitted, approved and delivered to the contractor. The revision includes moving the water line to the east at the southeast side of the south cul-de-sac.
PW-Main inspection
Resolved
04/17/2018
A main inspection has uncovered the following problems. Brice Lawson 04/13/2018 10:31 AM Precision is working on installing part of water line 1-2. They are working on bedding the 45 degree bends around the south cul-de-sac. The treches have water in them. I asked them to remove the water from the trench prior to bedding the pipe. Remove the water from the trench.
PW-Main inspection
Informational
04/13/2018
Brice Lawson 04/13/2018 4:26 PM Precision is working on installing water line 1-2 near STA. 13.99. They are planning to work tomorrow depending on the weather. They did not give me proper notice to work overtime. Bryan plans to come by the job site tomorrow.
PW-Main inspection
Informational
04/17/2018
Brice Lawson 04/17/2018 7:38 AM Precision has installed the remainder of the water main for water line 1-2 from STA. 13+86 to STA. 14+17.08. The fire hydrant has been installed at STA. 13+99. It appears that the pipe has been bedded and covered in clean rock. It appears that the tracer wire has been installed over the pipe. The DI fittings have been wrapped in poly encasement. The thrust blocks have been installed at the fire hydrant and tee fitting at STA. 13+99. The thrust block has been installed on the end of the line cap at STA. 14+17.08. The thrust blocks have been installed on the 45 degree bends at STA. 13+86.29, STA. 13+13.67. The pipe and thrust blocks were covered with rock when I arrived on site. I saw the fittings and tracer wire on 4/16/18.
Pavement-Stabilized Subgrade Partial 4/16/2018 at 10:00 AM 04/17/2018
PW-Misc
Informational
04/11/2018
Brice Lawson 03/05/2018 11:03 AM Precision is installing the geogrid on meadowbrook ln. It appears that the geogrid is being installed 1' behind the proposed curb. It appears that the seams of the geogrid are being overlapped. It appears that the base rock is being installed in two lifts. The plans call for 10" of base rock under the road. They have installed one lift so far and plan to get compaction tests on the first lift prior to installing the second lift. They have used AB3 on the west half of meadowbrook ln. I checked with Dan Harper to see if it is acceptable to use AB3 instead of modot type 5 aggregate base. He is fine with using the ab3.
PW-Misc
Informational
04/11/2018
Brice Lawson 03/06/2018 10:02 AM Precision is installing the geogrid and base rock on Nautilus Pl south of Meadowbrook Dr. They are installing the 10" of rock in two seperate lifts. Each lift is being tested by KCTE. Precision let me know that the moisture density testing has been completed on the top 6" of the subgrade and the tests were acceptable. They let me know that the locations where the fills were installed previously by Gradeco have been spot excavated to take moisture/density testing. This was done so that Precision could move forward with construction as the compaction tests results from when Gradeco originally placed the fill are not available at this time.
PW-Misc
Informational
04/11/2018
Brice Lawson 03/06/2018 2:54 PM Precision continues to install the baserock on Nautlius south of Meadowbrook. It appears that the first lift has been installed. They are in the process of graiding the first lift in the south cul de sac and grading the second lift on the stem of the road. Precision let me know that KCTE testing is continuing to test the base rock lifts.
PW-Misc
Informational
04/11/2018
Brice Lawson 03/08/2018 12:20 PM Precision has began installing the geogrid and base rock for on Nautilus north of Meadowbrook. The first layer of base rock is being installed. The geogrid is being overlaped at the seams. It appears the geogrid is being installed 1' behind the proposed curb. I spot checked the subgrade where the proposed back of curb will be and it appears that the proper amount of base rock can be installed. KCTE testing is on site and they have performed compaction testing on the subgrade and they said the tests are all passing and at or above 95% compaction.
PW-Misc
Informational
04/11/2018
Brice Lawson 03/09/2018 3:10 PM Precision is installing the second and final lift of base rock on Nautilus north of Meadowbrook. They are using a grader to grade the material and compacting the rock with a smooth roller. KCTE Testing is on site performing compactions tests and they said the tests are passing.
PW-Misc
Informational
04/17/2018
Brice Lawson 04/17/2018 7:50 AM On 4/16/18 Precision added approx. 1" to 2" of rock where the curb will be installed. This was completed to bring the base rock up to grade for the curb machine. The rock that was added has been compacted with a steel drum roller.
Public Curb Inspection Partial 4/17/2018 at 7:45 AM 04/17/2018
Informational
04/17/2018
Brice Lawson 04/17/2018 9:38 AM Turner & Michael Construction has started installing the curb with a slip form curb machine. 5/8" dowels are being installed at the radius points with 3/4" expanstion material. KCMMB 4K code KC4KDM10Q concrete mix is being used. The mix is on the KCMMB approved list. KCTE Testing is on site to test the slump, air and to obtain test cylinders. The concrete tester let me know that the slump was 1.5" and the air content was at 6.5%. White cure is being applied to the concrete after it is broom finished.
Water Line - Construction Inspection Partial 4/17/2018 at 2:45 PM 04/17/2018
PW-Main inspection
Informational
04/17/2018
Brice Lawson 01/29/2018 3:10 PM The contractor has began installing the 8" PVC water main for water main 1-1 from approx. STA. 1+36 towards the east. The pipe is being bedded in clean rock. The fire hydrant at STA. 1+91.45 has been moved to STA. 1+96.45 due to an existing power line. The hydrant has been set on a concrete block that is approx. 2' by 2'.
PW-Main inspection
Informational
04/17/2018
Brice Lawson 01/30/2018 4:04 PM Precision has installed 8" C900 PVC water main on line 1-1 from approx. STA. 2+60 to approx. STA. 3+52. An 8" Tee and 8" Mueller gate valve were installed with the valve on the west side of the tee. The 8" C900 water line has been installed from STA. 5+40 to approx. STA. 6+98.1. The pipe was connected to the tee fitting at STA. 6+98.1. The pipe is being bedded and covered with clean rock. The tracer wire is being taped to the top of the pipe. It is difficult to verify that the water line is being placed as shown on plans as there are very few off set stakes and no F/L elevations for the water main.
PW-Main inspection
Informational
04/17/2018
Brice Lawson 01/31/2018 1:28 PM Precision has installed the water main on line 1-2 from STA. 5+40 to STA.4+66.63. The fire hydrant and 6" gate valve have been installed at STA. 4+78.70. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. The water main is 4' to 5' below existing grade.
PW-Main inspection
Informational
04/17/2018
Brice Lawson 02/02/2018 11:24 AM The water line for line 1-2 has been installed from STA. 3+20 to STA. 1+99. The 8" C900 water pipe is being installed on a bed of clean rock. The tracer wire has been installed above it. The 45 degree bends have been installed and the bolts have been sprayed with under coating. The fittings have been wrapped with poly wrap and sealed with tape. It appears that the end of the sanitary service stub for lot 24 does not extend to the north side of the water line. I asked Jake with Precision if they would want to extend this now while they know where the lines are. He is going to check with the developer.
PW-Main inspection
Informational
04/17/2018
Brice Lawson 02/07/2018 3:07 PM Precision has installed the 8" PVC water main from the tee fitting at STA. 6+98.91 to approx. STA. 9+89.00. The 8" Mueller 2361 gate valve was installed at STA. 6+98.91 on the south side of the tee fitting. The tee fitting has been installed at STA.7+90.54. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. Epoxy splice connectors are being used.
PW-Main inspection
Informational
04/17/2018
Brice Lawson 02/08/2018 5:21 PM The 8" C900 warter main has been installed from STA. 9+89 to STA. 12+00. This section of water main was installed and backfilled before it was inspected. It appears tracer wire was installed with this pipe. It appears that the marker tape has been installed. This section of water main trench was being backfilled and the soil was being compacted with a sheepsfoot compactor. KC Testing was on site performing compaction testing on the trench backfill. The tester informed me that the test are passing and that the compaction efforts appear to be proper. The contractor has excavated a trench to install the water main from STA. 12+00 to STA. 14+16.58. I informed the contractor that the trench looks too deep according to the proposed fill on the plans. He checked his grade and confirmed that the trench was excavated too deep. He plans to backfill the trench and get compaction tests performed on the fill. I will be off on vacation the next couple days and Tom Chandler will be covering this project. Tom came out to the site today and I informed him of what is going on with the water main trench. He is aware of this issue.
PW-Main inspection
Informational
04/17/2018
Backfield and tested from station 12+00 to station 14+10. Will install water later today.
PW-Main inspection
Informational
04/17/2018
Tom Chandler 02/09/2018 3:59 PM Installed from station 12+00 up to station 14+10. Will install hydrant and thrust restraints on 2/12/2018.
PW-Main inspection
Informational
04/17/2018
Tom Chandler 02/12/2018 4:24 PM Was working on some hydrants today. Did not really get much done on them. Planning on pouring thrust restraints on 02/13/2018.
PW-Main inspection
Informational
04/17/2018
Brice Lawson 02/13/2018 3:33 PM Precision is working on installing the water main and fire hydrant for water line 1-2 near STA. 13+96.94. They let me know that they will not have 42" of cover over the main at the tee for the hydrant. They also dont think that the hydrant will stand plumb. I suggested that they talk to the design engineer about these issues. I also suggested getting survey stakes that show finish grade elevations and top of water main elevation so the water main elevation could be verified on site.
PW-Main inspection
Informational
04/17/2018
Brice Lawson 04/10/2018 3:32 PM A revision to water line 1-2 dated 4/5/18 was submitted, approved and delivered to the contractor. The revision includes moving the water line to the east at the southeast side of the south cul-de-sac.
PW-Main inspection
Informational
04/17/2018
Brice Lawson 04/13/2018 4:26 PM Precision is working on installing water line 1-2 near STA. 13.99. They are planning to work tomorrow depending on the weather. They did not give me proper notice to work overtime. Bryan plans to come by the job site tomorrow.
PW-Main inspection
Informational
04/17/2018
Brice Lawson 04/17/2018 7:38 AM Precision has installed the remainder of the water main for water line 1-2 from STA. 13+86 to STA. 14+17.08. The fire hydrant has been installed at STA. 13+99. It appears that the pipe has been bedded and covered in clean rock. It appears that the tracer wire has been installed over the pipe. The DI fittings have been wrapped in poly encasement. The thrust blocks have been installed at the fire hydrant and tee fitting at STA. 13+99. The thrust block has been installed on the end of the line cap at STA. 14+17.08. The thrust blocks have been installed on the 45 degree bends at STA. 13+86.29, STA. 13+13.67. The pipe and thrust blocks were covered with rock when I arrived on site. I saw the fittings and tracer wire on 4/16/18.
PW-Main inspection
Informational
04/17/2018
Brice Lawson 04/17/2018 3:24 PM Precision has installed the thrust blocks on the 45 bends at STA. 11+99.58 and STA. 12+59.91 on water line 1-2. They were working on backfilling the water line in the south cul-de-sac. They are excavating the pit for the water tie-in that is scheduled for tomorrow. The tie-in location is at STA. 1+12.23 on water line 1-2. It appears that the contractor has the corrects water main appurtenances to perform the tie-in.
Water Line - Construction Inspection Partial 4/18/2018 at 8:45 AM 04/18/2018
PW-Main inspection
Informational
04/17/2018
Brice Lawson 01/29/2018 3:10 PM The contractor has began installing the 8" PVC water main for water main 1-1 from approx. STA. 1+36 towards the east. The pipe is being bedded in clean rock. The fire hydrant at STA. 1+91.45 has been moved to STA. 1+96.45 due to an existing power line. The hydrant has been set on a concrete block that is approx. 2' by 2'.
PW-Main inspection
Informational
04/17/2018
Brice Lawson 01/30/2018 4:04 PM Precision has installed 8" C900 PVC water main on line 1-1 from approx. STA. 2+60 to approx. STA. 3+52. An 8" Tee and 8" Mueller gate valve were installed with the valve on the west side of the tee. The 8" C900 water line has been installed from STA. 5+40 to approx. STA. 6+98.1. The pipe was connected to the tee fitting at STA. 6+98.1. The pipe is being bedded and covered with clean rock. The tracer wire is being taped to the top of the pipe. It is difficult to verify that the water line is being placed as shown on plans as there are very few off set stakes and no F/L elevations for the water main.
PW-Main inspection
Informational
04/17/2018
Brice Lawson 01/31/2018 1:28 PM Precision has installed the water main on line 1-2 from STA. 5+40 to STA.4+66.63. The fire hydrant and 6" gate valve have been installed at STA. 4+78.70. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. The water main is 4' to 5' below existing grade.
PW-Main inspection
Informational
04/17/2018
Brice Lawson 02/02/2018 11:24 AM The water line for line 1-2 has been installed from STA. 3+20 to STA. 1+99. The 8" C900 water pipe is being installed on a bed of clean rock. The tracer wire has been installed above it. The 45 degree bends have been installed and the bolts have been sprayed with under coating. The fittings have been wrapped with poly wrap and sealed with tape. It appears that the end of the sanitary service stub for lot 24 does not extend to the north side of the water line. I asked Jake with Precision if they would want to extend this now while they know where the lines are. He is going to check with the developer.
PW-Main inspection
Informational
04/17/2018
Brice Lawson 02/07/2018 3:07 PM Precision has installed the 8" PVC water main from the tee fitting at STA. 6+98.91 to approx. STA. 9+89.00. The 8" Mueller 2361 gate valve was installed at STA. 6+98.91 on the south side of the tee fitting. The tee fitting has been installed at STA.7+90.54. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. Epoxy splice connectors are being used.
PW-Main inspection
Informational
04/17/2018
Brice Lawson 02/08/2018 5:21 PM The 8" C900 warter main has been installed from STA. 9+89 to STA. 12+00. This section of water main was installed and backfilled before it was inspected. It appears tracer wire was installed with this pipe. It appears that the marker tape has been installed. This section of water main trench was being backfilled and the soil was being compacted with a sheepsfoot compactor. KC Testing was on site performing compaction testing on the trench backfill. The tester informed me that the test are passing and that the compaction efforts appear to be proper. The contractor has excavated a trench to install the water main from STA. 12+00 to STA. 14+16.58. I informed the contractor that the trench looks too deep according to the proposed fill on the plans. He checked his grade and confirmed that the trench was excavated too deep. He plans to backfill the trench and get compaction tests performed on the fill. I will be off on vacation the next couple days and Tom Chandler will be covering this project. Tom came out to the site today and I informed him of what is going on with the water main trench. He is aware of this issue.
PW-Main inspection
Informational
04/17/2018
Backfield and tested from station 12+00 to station 14+10. Will install water later today.
PW-Main inspection
Informational
04/17/2018
Tom Chandler 02/09/2018 3:59 PM Installed from station 12+00 up to station 14+10. Will install hydrant and thrust restraints on 2/12/2018.
PW-Main inspection
Informational
04/17/2018
Tom Chandler 02/12/2018 4:24 PM Was working on some hydrants today. Did not really get much done on them. Planning on pouring thrust restraints on 02/13/2018.
PW-Main inspection
Informational
04/17/2018
Brice Lawson 02/13/2018 3:33 PM Precision is working on installing the water main and fire hydrant for water line 1-2 near STA. 13+96.94. They let me know that they will not have 42" of cover over the main at the tee for the hydrant. They also dont think that the hydrant will stand plumb. I suggested that they talk to the design engineer about these issues. I also suggested getting survey stakes that show finish grade elevations and top of water main elevation so the water main elevation could be verified on site.
PW-Main inspection
Informational
04/17/2018
Brice Lawson 04/10/2018 3:32 PM A revision to water line 1-2 dated 4/5/18 was submitted, approved and delivered to the contractor. The revision includes moving the water line to the east at the southeast side of the south cul-de-sac.
PW-Main inspection
Informational
04/17/2018
Brice Lawson 04/13/2018 4:26 PM Precision is working on installing water line 1-2 near STA. 13.99. They are planning to work tomorrow depending on the weather. They did not give me proper notice to work overtime. Bryan plans to come by the job site tomorrow.
PW-Main inspection
Informational
04/17/2018
Brice Lawson 04/17/2018 7:38 AM Precision has installed the remainder of the water main for water line 1-2 from STA. 13+86 to STA. 14+17.08. The fire hydrant has been installed at STA. 13+99. It appears that the pipe has been bedded and covered in clean rock. It appears that the tracer wire has been installed over the pipe. The DI fittings have been wrapped in poly encasement. The thrust blocks have been installed at the fire hydrant and tee fitting at STA. 13+99. The thrust block has been installed on the end of the line cap at STA. 14+17.08. The thrust blocks have been installed on the 45 degree bends at STA. 13+86.29, STA. 13+13.67. The pipe and thrust blocks were covered with rock when I arrived on site. I saw the fittings and tracer wire on 4/16/18.
PW-Main inspection
Informational
04/17/2018
Brice Lawson 04/17/2018 3:24 PM Precision has installed the thrust blocks on the 45 bends at STA. 11+99.58 and STA. 12+59.91 on water line 1-2. They were working on backfilling the water line in the south cul-de-sac. They are excavating the pit for the water tie-in that is scheduled for tomorrow. The tie-in location is at STA. 1+12.23 on water line 1-2. It appears that the contractor has the corrects water main appurtenances to perform the tie-in.
PW-Main inspection
Informational
04/18/2018
Tom Chandler 04/18/2018 3:41 PM Water tie-in has been completed. Water department came back out to put water main back in service and flush the line. Contractor poured thrust blocks for the tee and bend as well. New valve installed is closed as well.
Water Line - Construction Inspection Partial 4/18/2018 at 8:50 AM 04/19/2018
PW-Main inspection
Informational
04/18/2018
Brice Lawson 01/29/2018 3:10 PM The contractor has began installing the 8" PVC water main for water main 1-1 from approx. STA. 1+36 towards the east. The pipe is being bedded in clean rock. The fire hydrant at STA. 1+91.45 has been moved to STA. 1+96.45 due to an existing power line. The hydrant has been set on a concrete block that is approx. 2' by 2'.
PW-Main inspection
Informational
04/18/2018
Brice Lawson 01/30/2018 4:04 PM Precision has installed 8" C900 PVC water main on line 1-1 from approx. STA. 2+60 to approx. STA. 3+52. An 8" Tee and 8" Mueller gate valve were installed with the valve on the west side of the tee. The 8" C900 water line has been installed from STA. 5+40 to approx. STA. 6+98.1. The pipe was connected to the tee fitting at STA. 6+98.1. The pipe is being bedded and covered with clean rock. The tracer wire is being taped to the top of the pipe. It is difficult to verify that the water line is being placed as shown on plans as there are very few off set stakes and no F/L elevations for the water main.
PW-Main inspection
Informational
04/18/2018
Brice Lawson 01/31/2018 1:28 PM Precision has installed the water main on line 1-2 from STA. 5+40 to STA.4+66.63. The fire hydrant and 6" gate valve have been installed at STA. 4+78.70. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. The water main is 4' to 5' below existing grade.
PW-Main inspection
Informational
04/18/2018
Brice Lawson 02/02/2018 11:24 AM The water line for line 1-2 has been installed from STA. 3+20 to STA. 1+99. The 8" C900 water pipe is being installed on a bed of clean rock. The tracer wire has been installed above it. The 45 degree bends have been installed and the bolts have been sprayed with under coating. The fittings have been wrapped with poly wrap and sealed with tape. It appears that the end of the sanitary service stub for lot 24 does not extend to the north side of the water line. I asked Jake with Precision if they would want to extend this now while they know where the lines are. He is going to check with the developer.
PW-Main inspection
Informational
04/18/2018
Brice Lawson 02/07/2018 3:07 PM Precision has installed the 8" PVC water main from the tee fitting at STA. 6+98.91 to approx. STA. 9+89.00. The 8" Mueller 2361 gate valve was installed at STA. 6+98.91 on the south side of the tee fitting. The tee fitting has been installed at STA.7+90.54. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. Epoxy splice connectors are being used.
PW-Main inspection
Informational
04/18/2018
Brice Lawson 02/08/2018 5:21 PM The 8" C900 warter main has been installed from STA. 9+89 to STA. 12+00. This section of water main was installed and backfilled before it was inspected. It appears tracer wire was installed with this pipe. It appears that the marker tape has been installed. This section of water main trench was being backfilled and the soil was being compacted with a sheepsfoot compactor. KC Testing was on site performing compaction testing on the trench backfill. The tester informed me that the test are passing and that the compaction efforts appear to be proper. The contractor has excavated a trench to install the water main from STA. 12+00 to STA. 14+16.58. I informed the contractor that the trench looks too deep according to the proposed fill on the plans. He checked his grade and confirmed that the trench was excavated too deep. He plans to backfill the trench and get compaction tests performed on the fill. I will be off on vacation the next couple days and Tom Chandler will be covering this project. Tom came out to the site today and I informed him of what is going on with the water main trench. He is aware of this issue.
PW-Main inspection
Informational
04/18/2018
Backfield and tested from station 12+00 to station 14+10. Will install water later today.
PW-Main inspection
Informational
04/18/2018
Tom Chandler 02/09/2018 3:59 PM Installed from station 12+00 up to station 14+10. Will install hydrant and thrust restraints on 2/12/2018.
PW-Main inspection
Informational
04/18/2018
Tom Chandler 02/12/2018 4:24 PM Was working on some hydrants today. Did not really get much done on them. Planning on pouring thrust restraints on 02/13/2018.
PW-Main inspection
Informational
04/18/2018
Brice Lawson 02/13/2018 3:33 PM Precision is working on installing the water main and fire hydrant for water line 1-2 near STA. 13+96.94. They let me know that they will not have 42" of cover over the main at the tee for the hydrant. They also dont think that the hydrant will stand plumb. I suggested that they talk to the design engineer about these issues. I also suggested getting survey stakes that show finish grade elevations and top of water main elevation so the water main elevation could be verified on site.
PW-Main inspection
Informational
04/18/2018
Brice Lawson 04/10/2018 3:32 PM A revision to water line 1-2 dated 4/5/18 was submitted, approved and delivered to the contractor. The revision includes moving the water line to the east at the southeast side of the south cul-de-sac.
PW-Main inspection
Informational
04/18/2018
Brice Lawson 04/13/2018 4:26 PM Precision is working on installing water line 1-2 near STA. 13.99. They are planning to work tomorrow depending on the weather. They did not give me proper notice to work overtime. Bryan plans to come by the job site tomorrow.
PW-Main inspection
Informational
04/18/2018
Brice Lawson 04/17/2018 7:38 AM Precision has installed the remainder of the water main for water line 1-2 from STA. 13+86 to STA. 14+17.08. The fire hydrant has been installed at STA. 13+99. It appears that the pipe has been bedded and covered in clean rock. It appears that the tracer wire has been installed over the pipe. The DI fittings have been wrapped in poly encasement. The thrust blocks have been installed at the fire hydrant and tee fitting at STA. 13+99. The thrust block has been installed on the end of the line cap at STA. 14+17.08. The thrust blocks have been installed on the 45 degree bends at STA. 13+86.29, STA. 13+13.67. The pipe and thrust blocks were covered with rock when I arrived on site. I saw the fittings and tracer wire on 4/16/18.
PW-Main inspection
Informational
04/18/2018
Brice Lawson 04/17/2018 3:24 PM Precision has installed the thrust blocks on the 45 bends at STA. 11+99.58 and STA. 12+59.91 on water line 1-2. They were working on backfilling the water line in the south cul-de-sac. They are excavating the pit for the water tie-in that is scheduled for tomorrow. The tie-in location is at STA. 1+12.23 on water line 1-2. It appears that the contractor has the corrects water main appurtenances to perform the tie-in.
PW-Main inspection
Informational
04/18/2018
Tom Chandler 04/18/2018 3:41 PM Water tie-in has been completed. Water department came back out to put water main back in service and flush the line. Contractor poured thrust blocks for the tee and bend as well. New valve installed is closed as well.
PW-Main inspection
Informational
04/19/2018
Matt Munger 04/18/2018 10:15 AM I observed the Contractors cut in the tee, I observed them swab the fittings and pipe with bleach. I left before the water was turned back on but Tom C. was on site to oversee the work.
Water Line - Thrust Restraint Partial 4/19/2018 at 1:00 PM 04/19/2018
PW-Misc
Informational
02/14/2018
Brice Lawson 02/14/2018 3:28 PM The thrust block has been installed at the tee fitting located at STA. 3+52 on water line 1-1. WA610-1-4 concrete mix was used.
PW-Misc
Informational
04/19/2018
Brice Lawson 04/19/2018 1:55 PM The thrust blocks have been installed on the Tee fitting at STA. 1+12.23 and at the 45 degree bend at STA. 1+20.47. This is at the tie-in to the existing DI water main location.
Grading/Excavation/Fill Inspection Partial 4/19/2018 at 1:20 PM 04/19/2018
PW-Misc
Informational
03/14/2018
Brice Lawson 07/11/2017 4:05 PM Gradeco Construction was working on grading, clearing and grubbing the site. They were working on the north diversion ditch. The road was free of debris.
PW-Misc
Informational
03/14/2018
Brice Lawson 07/12/2017 11:17 AM\ Gradeco Construction has been working separating the brush on site that they piled up. They have installed a diversion ditch on the north end of the site with rock checks in the ditch. They began a fill operation that appears to be on future lots 25 and 26 and east of the storm pipe outlet structure. They said that they have installed approx. 2.5' of fill in this area. They were using a sheeps foot to compact the fill after it was spread. I asked them to stop working on this fill because there was no testing being performed on the lifts of fill. Darrell Vaughn said he would have them stop the fill operation and he was aware that a testing lab should be on site.
PW-Misc
Informational
03/14/2018
Brice Lawson 07/18/2017 1:33 PM Gradeco Construction continues to perform cut and fill operations. It appears that they are working on lots #23 thru #27 and the north cul de sac. It appears that they are installing the material in lifts and compacting it with sheeps foot. They let me know that they are getting commpaction tests on each lift.
PW-Misc
Informational
03/14/2018
Brice Lawson 12/11/2017 4:24 PM The sanitary sewer main and stub trenches have been backfilled to what appears to be existing grade from existing MH at 1+00 on line 1 to MH 1-A1, from MH 1-A1 to MH 1-A2, and from MH 1-A2 to MH 1-A3. The sanitary main and stub trenches from MH 1-A3 to MH 1-A4 are partially backfilled. It appears that the soil is being placed and compacted in the trench in lifts. It appears that the sanitary main and stub trenches from MH 1-A4 to MH 1-B1 are being backfilled and compacted in lifts. KCTE is on site performing moisture/density testing on the trench backfill. They let me know that the moisture/density tests are passing and he has noticed that the large rocks are being culled from the soil and stockpiled. He has not noticed any large rocks being placed in the trench backfill.
PW-Misc
Informational
03/14/2018
Brice Lawson 03/01/2018 11:58 AM The curb stakes have been installed. The contractor is grading the road subgrade. They plan to leave the subgrade about 2" high in case it rains. They plan to get compaction tests done on the fills that were previously installed by Gradeco.
PW-Misc
Informational
03/14/2018
Tom Chandler 03/02/2018 3:48 PM Cutting grade and testing subgrade. KCTE on-site for testing.
PW-Misc
Informational
03/14/2018
Brice Lawson 03/06/2018 2:58 PM Precision is backfilling the trench for sanitary line C. It appears that they are installing the soil and compacting the backfill in lifts with at vibratory sheeps foot. There did not appear to be any large rocks in the material. KCTE Testing is on site to perform moisture/density testing on the trench backfill.
PW-Misc
Informational
03/14/2018
Brice Lawson 03/09/2018 2:45 PM The backfill on sanitary line 1-C has been completed. KCTE testing has tested the remainder of the trench backfill today.
PW-Misc
Resolved
04/19/2018
Brice Lawson 03/14/2018 11:49 AM The grade of the top of storm manhole 1-10E appears to be in a low spot. There is no grading proposed on the plan in this area. The contractor said that some grading will need to be done. I emailed the engineer and developer to see if any adjustments need to be made to the grading or top elevations to the structure in this area. I am waiting on a reply. Brice Lawson 04/19/2018 1:59 PM Ned Williams with HDR replied and said that there should not be an issue with the elevation of MH 1-10E.
PW-Misc
Informational
04/19/2018
Brice Lawson 04/19/2018 2:01 PM Approx. 95% if the curb has been installed. Precision is in the process of backfilling the curb. It appears that they are using dirt that was previously stockpiled at the southwest corner of the site.
Erosion Control Inspection Partial 4/17/2018 at 1:45 PM 04/19/2018
PW-Devices for Erosion and Sediment Control
Resolved
04/19/2018
There are problems with the erosion control devices on your site. Brice Lawson 03/27/2018 1:17 PM Add inlet protection in front of the curb inlet in the south cul-de-sac. Brice Lawson 04/11/2018 9:27 AM The silt fence inlet protection has been installed but it is not effective. The contractor plans to trench it into the rock to make it effective. Brice Lawson 04/19/2018 2:09 PM The curb has been installed and the silt fence has been removed as it is no longer needed in front of the curb inlet.
PW-Erosion and Sediment Control
Partial Correction
04/11/2018
Your project is in violation of the Erosion and Sediment control policy. Brice Lawson 04/04/2018 1:51 PM Temporary sediment trap #1 has been removed. The plans show the temp. sed. trap to be removed after the uphill watershed is seeded and mulched and vegetation has been established. The east perimeter silt fence just south of the mulch berm is not trenched into the ground. Make proper corrections to control erosion at this location. Brice Lawson 04/11/2018 9:25 AM RESOLVED Straw waddles have been installed upstream in front of the silt fence in this location to control erosion. Properly stabilize all disturbed areas of the site.
Grading/Excavation/Fill Inspection Partial 4/23/2018 at 8:30 AM 04/23/2018
PW-Misc
Informational
04/19/2018
Brice Lawson 07/11/2017 4:05 PM Gradeco Construction was working on grading, clearing and grubbing the site. They were working on the north diversion ditch. The road was free of debris.
PW-Misc
Informational
04/19/2018
Brice Lawson 07/12/2017 11:17 AM\ Gradeco Construction has been working separating the brush on site that they piled up. They have installed a diversion ditch on the north end of the site with rock checks in the ditch. They began a fill operation that appears to be on future lots 25 and 26 and east of the storm pipe outlet structure. They said that they have installed approx. 2.5' of fill in this area. They were using a sheeps foot to compact the fill after it was spread. I asked them to stop working on this fill because there was no testing being performed on the lifts of fill. Darrell Vaughn said he would have them stop the fill operation and he was aware that a testing lab should be on site.
PW-Misc
Informational
04/19/2018
Brice Lawson 07/18/2017 1:33 PM Gradeco Construction continues to perform cut and fill operations. It appears that they are working on lots #23 thru #27 and the north cul de sac. It appears that they are installing the material in lifts and compacting it with sheeps foot. They let me know that they are getting commpaction tests on each lift.
PW-Misc
Informational
04/19/2018
Brice Lawson 12/11/2017 4:24 PM The sanitary sewer main and stub trenches have been backfilled to what appears to be existing grade from existing MH at 1+00 on line 1 to MH 1-A1, from MH 1-A1 to MH 1-A2, and from MH 1-A2 to MH 1-A3. The sanitary main and stub trenches from MH 1-A3 to MH 1-A4 are partially backfilled. It appears that the soil is being placed and compacted in the trench in lifts. It appears that the sanitary main and stub trenches from MH 1-A4 to MH 1-B1 are being backfilled and compacted in lifts. KCTE is on site performing moisture/density testing on the trench backfill. They let me know that the moisture/density tests are passing and he has noticed that the large rocks are being culled from the soil and stockpiled. He has not noticed any large rocks being placed in the trench backfill.
PW-Misc
Informational
04/19/2018
Brice Lawson 03/01/2018 11:58 AM The curb stakes have been installed. The contractor is grading the road subgrade. They plan to leave the subgrade about 2" high in case it rains. They plan to get compaction tests done on the fills that were previously installed by Gradeco.
PW-Misc
Informational
04/19/2018
Tom Chandler 03/02/2018 3:48 PM Cutting grade and testing subgrade. KCTE on-site for testing.
PW-Misc
Informational
04/19/2018
Brice Lawson 03/06/2018 2:58 PM Precision is backfilling the trench for sanitary line C. It appears that they are installing the soil and compacting the backfill in lifts with at vibratory sheeps foot. There did not appear to be any large rocks in the material. KCTE Testing is on site to perform moisture/density testing on the trench backfill.
PW-Misc
Informational
04/19/2018
Brice Lawson 03/09/2018 2:45 PM The backfill on sanitary line 1-C has been completed. KCTE testing has tested the remainder of the trench backfill today.
PW-Misc
Informational
04/19/2018
Brice Lawson 04/19/2018 2:01 PM Approx. 95% if the curb has been installed. Precision is in the process of backfilling the curb. It appears that they are using dirt that was previously stockpiled at the southwest corner of the site.
PW-Misc
Informational
04/23/2018
Brice Lawson 04/23/2018 10:22 AM Heartland Midwest has excavated a trench that crossed the proposed Meadowbrook Dr approx. 9' behind the existing back of curb on the east side of Raintree Pkwy. They are adjusting the elevation of existing att&t lines that are in a conduit. They plan to backfill the trench with flowable fill. I informed them that they can use the KC APWA flowable fill and the flowable fill needs to extend to the top of the subgrade and to atleast 1' behind the back of the proposed curb.
Storm Sewer Construction Inspection Partial 4/23/2018 at 3:20 PM 04/23/2018
PW-Storm Sewer Inspection
Informational
04/10/2018
Brice Lawson 12/19/2017 3:55 PM CI 1-20E and CI 1-20D have been installed on a bed of clean rock. The 15" ADS HDPE storm pipe has been installed between these curb inlets. The pipe has been bedded on clean rock. The inverts, interior and exterior collars have been installed at these curb inlets. Approx. 130' of the 18" ADS HDPE has been installed in the trench but it has not been covered with rock.
PW-Storm Sewer Inspection
Informational
04/10/2018
Brice Lawson 12/20/2017 3:22 PM The 130' of 18" HDPE from CI 1-20D towards CI 1-20C has been bedded and covered with clean rock.
PW-Storm Sewer Inspection
Informational
04/10/2018
Brice Lawson 01/09/2018 11:39 AM Precision is installing the storm structures and HDPE storm pipe for storm lines 1-10 and 1-11. It appears that the pipes are being installed on a bed of clean rock. The bell ends are facing up hill. The hdpe pipe has been installed between CI 1-10C and MH 1-10B. The trench width is too narrow. I informed George of this and he said they plan to dig this trench wider.
PW-Storm Sewer Inspection
Informational
04/10/2018
Tom Chandler 01/25/2018 7:21 AM Installed the remaining 30" HDPE pipe for line 1-10. Installed last section towards MH 1-10B. Did not backfill.
PW-Storm Sewer Inspection
Informational
04/10/2018
Tom Chandler 01/25/2018 4:40 PM Installed 53 ft. of 24" HDPE pipe from MH1-10E to MH 1-10F. Installed MH 1-10F as well. Installed MH 1-10F at station 5+86. Backfilled with rock and will pour collars and inverts on 1/26/2018.
PW-Storm Sewer Inspection
Informational
04/10/2018
Brice Lawson 02/08/2018 5:38 PM CI 1-20C has been installed it is 5' by 3'. The remainder of the 18" HDPE storm pipe was installed from the curb inlet to the previously installed pipes. The collars have been installed. The invert has been installed. The CI was installed on a bed of clean rock.
PW-Storm Sewer Inspection
Corrective Action Required
04/10/2018
Brice Lawson 03/27/2018 1:45 PM MH 1-10D was originally designed to have a 4" frame. The contractor has recieved a approved change to install a 9" frame. It appears that the bell has been removed from the underside of the concrete lid. The spigoet has been removed from the top of the manhole wall. It appears that bars have been installed @12" O/C and it appears that epoxy has been applied to the holes. The frame has been installed. The 4" adjustment ring has not been installed. The contractor stated that they would have to remove more of the top of the manhole wall to use the adjustment ring. I asked Dan about this and he is ok with the adjustment not being installed. It does not appear that the frame has been sealed to the concrete lid. I aske Jake with Precision about this and he is going to check on this.
PW-Storm Sewer Inspection
Informational
04/10/2018
Brice Lawson 04/10/2018 3:39 PM A revision to storm line 1-20 dated 4/5/18 has been submitted, approved and delivered to the contractor. This revision was done due to a conflict with the existing sanitary force mains.
PW-Storm Sewer Inspection
Corrective Action Required
04/23/2018
Corrections need to be made to the Storm Sewer Brice Lawson 04/23/2018 4:09 PM A partial inspection of the storm sewer structures for storm line 1-10 and 1-11 has been started. I will make a list of items that need to be corrected.
Grading/Excavation/Fill Inspection Partial 4/25/2018 04/25/2018
PW-Misc
Informational
04/23/2018
Brice Lawson 07/11/2017 4:05 PM Gradeco Construction was working on grading, clearing and grubbing the site. They were working on the north diversion ditch. The road was free of debris.
PW-Misc
Informational
04/23/2018
Brice Lawson 07/12/2017 11:17 AM\ Gradeco Construction has been working separating the brush on site that they piled up. They have installed a diversion ditch on the north end of the site with rock checks in the ditch. They began a fill operation that appears to be on future lots 25 and 26 and east of the storm pipe outlet structure. They said that they have installed approx. 2.5' of fill in this area. They were using a sheeps foot to compact the fill after it was spread. I asked them to stop working on this fill because there was no testing being performed on the lifts of fill. Darrell Vaughn said he would have them stop the fill operation and he was aware that a testing lab should be on site.
PW-Misc
Informational
04/23/2018
Brice Lawson 07/18/2017 1:33 PM Gradeco Construction continues to perform cut and fill operations. It appears that they are working on lots #23 thru #27 and the north cul de sac. It appears that they are installing the material in lifts and compacting it with sheeps foot. They let me know that they are getting commpaction tests on each lift.
PW-Misc
Informational
04/23/2018
Brice Lawson 12/11/2017 4:24 PM The sanitary sewer main and stub trenches have been backfilled to what appears to be existing grade from existing MH at 1+00 on line 1 to MH 1-A1, from MH 1-A1 to MH 1-A2, and from MH 1-A2 to MH 1-A3. The sanitary main and stub trenches from MH 1-A3 to MH 1-A4 are partially backfilled. It appears that the soil is being placed and compacted in the trench in lifts. It appears that the sanitary main and stub trenches from MH 1-A4 to MH 1-B1 are being backfilled and compacted in lifts. KCTE is on site performing moisture/density testing on the trench backfill. They let me know that the moisture/density tests are passing and he has noticed that the large rocks are being culled from the soil and stockpiled. He has not noticed any large rocks being placed in the trench backfill.
PW-Misc
Informational
04/23/2018
Brice Lawson 03/01/2018 11:58 AM The curb stakes have been installed. The contractor is grading the road subgrade. They plan to leave the subgrade about 2" high in case it rains. They plan to get compaction tests done on the fills that were previously installed by Gradeco.
PW-Misc
Informational
04/23/2018
Tom Chandler 03/02/2018 3:48 PM Cutting grade and testing subgrade. KCTE on-site for testing.
PW-Misc
Informational
04/23/2018
Brice Lawson 03/06/2018 2:58 PM Precision is backfilling the trench for sanitary line C. It appears that they are installing the soil and compacting the backfill in lifts with at vibratory sheeps foot. There did not appear to be any large rocks in the material. KCTE Testing is on site to perform moisture/density testing on the trench backfill.
PW-Misc
Informational
04/23/2018
Brice Lawson 03/09/2018 2:45 PM The backfill on sanitary line 1-C has been completed. KCTE testing has tested the remainder of the trench backfill today.
PW-Misc
Informational
04/23/2018
Brice Lawson 04/19/2018 2:01 PM Approx. 95% if the curb has been installed. Precision is in the process of backfilling the curb. It appears that they are using dirt that was previously stockpiled at the southwest corner of the site.
PW-Misc
Informational
04/23/2018
Brice Lawson 04/23/2018 10:22 AM Heartland Midwest has excavated a trench that crossed the proposed Meadowbrook Dr approx. 9' behind the existing back of curb on the east side of Raintree Pkwy. They are adjusting the elevation of existing att&t lines that are in a conduit. They plan to backfill the trench with flowable fill. I informed them that they can use the KC APWA flowable fill and the flowable fill needs to extend to the top of the subgrade and to atleast 1' behind the back of the proposed curb.
PW-Misc
Corrective Action Required
04/25/2018
Brice Lawson 04/25/2018 3:57 PM Correct the project title on the compaction tests that have been submitted.
Curb - Compression Strength Partial 4/25/2018 04/25/2018
PW-Misc
Corrective Action Required
04/25/2018
Brice Lawson 04/25/2018 3:58 PM The 7 day compressive strength reports for the curb have been submitted for three seperate sets of cylinders. The 7 day comp. strengths are all over 4000 p.s.i. The reports appear to be acceptable. Submit the 28 day test reports when they are available.
Storm - Pipe Partial 4/26/2018 at 2:30 PM 04/26/2018
PW-Main inspection
Corrective Action Required
04/26/2018
A main inspection has uncovered the following problems. Brice Lawson 04/26/2018 3:59 PM The 15" HDPE storm pipe below CI 1-11D is holding approx. 2.24" of water where it meets the invert. The pipe is not draining properly. Make proper corrections. The 15" HDPE storm pipe below CI 1-20E is not draining properly. It appears to be holding approx. 1.75" of water where the pipe meets the invert. Make proper corrections.
Water Line - Fire Hydrant Partial 4/26/2018 at 2:51 PM 04/26/2018
PW-Misc
Corrective Action Required
04/26/2018
Brice Lawson 04/26/2018 4:03 PM Finish installing the polywrap up to the bury line and seal with proper tape.
Storm Sewer Construction Inspection Partial 4/26/2018 at 3:01 PM 04/26/2018
PW-Storm Sewer Inspection
Informational
04/23/2018
Brice Lawson 12/19/2017 3:55 PM CI 1-20E and CI 1-20D have been installed on a bed of clean rock. The 15" ADS HDPE storm pipe has been installed between these curb inlets. The pipe has been bedded on clean rock. The inverts, interior and exterior collars have been installed at these curb inlets. Approx. 130' of the 18" ADS HDPE has been installed in the trench but it has not been covered with rock.
PW-Storm Sewer Inspection
Informational
04/23/2018
Brice Lawson 12/20/2017 3:22 PM The 130' of 18" HDPE from CI 1-20D towards CI 1-20C has been bedded and covered with clean rock.
PW-Storm Sewer Inspection
Informational
04/23/2018
Brice Lawson 01/09/2018 11:39 AM Precision is installing the storm structures and HDPE storm pipe for storm lines 1-10 and 1-11. It appears that the pipes are being installed on a bed of clean rock. The bell ends are facing up hill. The hdpe pipe has been installed between CI 1-10C and MH 1-10B. The trench width is too narrow. I informed George of this and he said they plan to dig this trench wider.
PW-Storm Sewer Inspection
Informational
04/23/2018
Tom Chandler 01/25/2018 7:21 AM Installed the remaining 30" HDPE pipe for line 1-10. Installed last section towards MH 1-10B. Did not backfill.
PW-Storm Sewer Inspection
Informational
04/23/2018
Tom Chandler 01/25/2018 4:40 PM Installed 53 ft. of 24" HDPE pipe from MH1-10E to MH 1-10F. Installed MH 1-10F as well. Installed MH 1-10F at station 5+86. Backfilled with rock and will pour collars and inverts on 1/26/2018.
PW-Storm Sewer Inspection
Informational
04/23/2018
Brice Lawson 02/08/2018 5:38 PM CI 1-20C has been installed it is 5' by 3'. The remainder of the 18" HDPE storm pipe was installed from the curb inlet to the previously installed pipes. The collars have been installed. The invert has been installed. The CI was installed on a bed of clean rock.
PW-Storm Sewer Inspection
Corrective Action Required
04/23/2018
Brice Lawson 03/27/2018 1:45 PM MH 1-10D was originally designed to have a 4" frame. The contractor has recieved a approved change to install a 9" frame. It appears that the bell has been removed from the underside of the concrete lid. The spigoet has been removed from the top of the manhole wall. It appears that bars have been installed @12" O/C and it appears that epoxy has been applied to the holes. The frame has been installed. The 4" adjustment ring has not been installed. The contractor stated that they would have to remove more of the top of the manhole wall to use the adjustment ring. I asked Dan about this and he is ok with the adjustment not being installed. It does not appear that the frame has been sealed to the concrete lid. I aske Jake with Precision about this and he is going to check on this.
PW-Storm Sewer Inspection
Informational
04/23/2018
Brice Lawson 04/10/2018 3:39 PM A revision to storm line 1-20 dated 4/5/18 has been submitted, approved and delivered to the contractor. This revision was done due to a conflict with the existing sanitary force mains.
PW-Storm Sewer Inspection
Informational
04/26/2018
Corrections need to be made to the Storm Sewer Brice Lawson 04/23/2018 4:09 PM A partial inspection of the storm sewer structures for storm line 1-10 and 1-11 has been started. I will make a list of items that need to be corrected.
PW-Storm Sewer Inspection
Corrective Action Required
04/26/2018
Corrections need to be made to the Storm Sewer Brice Lawson 04/26/2018 4:06 PM -Grout the curb throats on the inside of the curb inlets -Grout curb inlet lids -Remove the knockouts from the CI weep holes -Remove the lift cables from the storm structure lids -Remove debris from inside the curb inlets -Have contractor verify that the joints for the manhole frames in MH 1-10E and MH 1-10D have been sealed with mastic -Repair the wall inside MH 1-10D where it appears the steel is exposed -Properly seal the joint between the concrete lid and the manhole wall in MH 1-10D
Water Line - Construction Inspection Partial 4/27/2018 at 9:10 AM 04/27/2018
PW-Main inspection
Informational
04/19/2018
Brice Lawson 01/29/2018 3:10 PM The contractor has began installing the 8" PVC water main for water main 1-1 from approx. STA. 1+36 towards the east. The pipe is being bedded in clean rock. The fire hydrant at STA. 1+91.45 has been moved to STA. 1+96.45 due to an existing power line. The hydrant has been set on a concrete block that is approx. 2' by 2'.
PW-Main inspection
Informational
04/19/2018
Brice Lawson 01/30/2018 4:04 PM Precision has installed 8" C900 PVC water main on line 1-1 from approx. STA. 2+60 to approx. STA. 3+52. An 8" Tee and 8" Mueller gate valve were installed with the valve on the west side of the tee. The 8" C900 water line has been installed from STA. 5+40 to approx. STA. 6+98.1. The pipe was connected to the tee fitting at STA. 6+98.1. The pipe is being bedded and covered with clean rock. The tracer wire is being taped to the top of the pipe. It is difficult to verify that the water line is being placed as shown on plans as there are very few off set stakes and no F/L elevations for the water main.
PW-Main inspection
Informational
04/19/2018
Brice Lawson 01/31/2018 1:28 PM Precision has installed the water main on line 1-2 from STA. 5+40 to STA.4+66.63. The fire hydrant and 6" gate valve have been installed at STA. 4+78.70. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. The water main is 4' to 5' below existing grade.
PW-Main inspection
Informational
04/19/2018
Brice Lawson 02/02/2018 11:24 AM The water line for line 1-2 has been installed from STA. 3+20 to STA. 1+99. The 8" C900 water pipe is being installed on a bed of clean rock. The tracer wire has been installed above it. The 45 degree bends have been installed and the bolts have been sprayed with under coating. The fittings have been wrapped with poly wrap and sealed with tape. It appears that the end of the sanitary service stub for lot 24 does not extend to the north side of the water line. I asked Jake with Precision if they would want to extend this now while they know where the lines are. He is going to check with the developer.
PW-Main inspection
Informational
04/19/2018
Brice Lawson 02/07/2018 3:07 PM Precision has installed the 8" PVC water main from the tee fitting at STA. 6+98.91 to approx. STA. 9+89.00. The 8" Mueller 2361 gate valve was installed at STA. 6+98.91 on the south side of the tee fitting. The tee fitting has been installed at STA.7+90.54. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. Epoxy splice connectors are being used.
PW-Main inspection
Informational
04/19/2018
Brice Lawson 02/08/2018 5:21 PM The 8" C900 warter main has been installed from STA. 9+89 to STA. 12+00. This section of water main was installed and backfilled before it was inspected. It appears tracer wire was installed with this pipe. It appears that the marker tape has been installed. This section of water main trench was being backfilled and the soil was being compacted with a sheepsfoot compactor. KC Testing was on site performing compaction testing on the trench backfill. The tester informed me that the test are passing and that the compaction efforts appear to be proper. The contractor has excavated a trench to install the water main from STA. 12+00 to STA. 14+16.58. I informed the contractor that the trench looks too deep according to the proposed fill on the plans. He checked his grade and confirmed that the trench was excavated too deep. He plans to backfill the trench and get compaction tests performed on the fill. I will be off on vacation the next couple days and Tom Chandler will be covering this project. Tom came out to the site today and I informed him of what is going on with the water main trench. He is aware of this issue.
PW-Main inspection
Informational
04/19/2018
Backfield and tested from station 12+00 to station 14+10. Will install water later today.
PW-Main inspection
Informational
04/19/2018
Tom Chandler 02/09/2018 3:59 PM Installed from station 12+00 up to station 14+10. Will install hydrant and thrust restraints on 2/12/2018.
PW-Main inspection
Informational
04/19/2018
Tom Chandler 02/12/2018 4:24 PM Was working on some hydrants today. Did not really get much done on them. Planning on pouring thrust restraints on 02/13/2018.
PW-Main inspection
Informational
04/19/2018
Brice Lawson 02/13/2018 3:33 PM Precision is working on installing the water main and fire hydrant for water line 1-2 near STA. 13+96.94. They let me know that they will not have 42" of cover over the main at the tee for the hydrant. They also dont think that the hydrant will stand plumb. I suggested that they talk to the design engineer about these issues. I also suggested getting survey stakes that show finish grade elevations and top of water main elevation so the water main elevation could be verified on site.
PW-Main inspection
Informational
04/19/2018
Brice Lawson 04/10/2018 3:32 PM A revision to water line 1-2 dated 4/5/18 was submitted, approved and delivered to the contractor. The revision includes moving the water line to the east at the southeast side of the south cul-de-sac.
PW-Main inspection
Informational
04/19/2018
Brice Lawson 04/13/2018 4:26 PM Precision is working on installing water line 1-2 near STA. 13.99. They are planning to work tomorrow depending on the weather. They did not give me proper notice to work overtime. Bryan plans to come by the job site tomorrow.
PW-Main inspection
Informational
04/19/2018
Brice Lawson 04/17/2018 7:38 AM Precision has installed the remainder of the water main for water line 1-2 from STA. 13+86 to STA. 14+17.08. The fire hydrant has been installed at STA. 13+99. It appears that the pipe has been bedded and covered in clean rock. It appears that the tracer wire has been installed over the pipe. The DI fittings have been wrapped in poly encasement. The thrust blocks have been installed at the fire hydrant and tee fitting at STA. 13+99. The thrust block has been installed on the end of the line cap at STA. 14+17.08. The thrust blocks have been installed on the 45 degree bends at STA. 13+86.29, STA. 13+13.67. The pipe and thrust blocks were covered with rock when I arrived on site. I saw the fittings and tracer wire on 4/16/18.
PW-Main inspection
Informational
04/19/2018
Brice Lawson 04/17/2018 3:24 PM Precision has installed the thrust blocks on the 45 bends at STA. 11+99.58 and STA. 12+59.91 on water line 1-2. They were working on backfilling the water line in the south cul-de-sac. They are excavating the pit for the water tie-in that is scheduled for tomorrow. The tie-in location is at STA. 1+12.23 on water line 1-2. It appears that the contractor has the corrects water main appurtenances to perform the tie-in.
PW-Main inspection
Informational
04/19/2018
Tom Chandler 04/18/2018 3:41 PM Water tie-in has been completed. Water department came back out to put water main back in service and flush the line. Contractor poured thrust blocks for the tee and bend as well. New valve installed is closed as well.
PW-Main inspection
Informational
04/19/2018
Matt Munger 04/18/2018 10:15 AM I observed the Contractors cut in the tee, I observed them swab the fittings and pipe with bleach. I left before the water was turned back on but Tom C. was on site to oversee the work.
PW-Main inspection
Informational
04/27/2018
Brice Lawson 04/27/2018 9:57 AM Precision has requested to fill the new water main that has been constructed with water to get the air out of the mains in preparation for the hydrostatic test. Some of the valve boxes need to be cut down to access the operating nut. The excavation pit at the tie-in location needs to be partially backfilled so I can access the valve. The contractor verified that the bolts on the retainer gland need to be tightened where the retainer gland attaches to the temporary cap on the end of the water main. The temporary cap is near the proposed tie-in location at STA.1+00 on water line 1-1.
Water Line - Construction Inspection Partial 4/27/2018 at 1:16 PM 04/27/2018
PW-Main inspection
Informational
04/27/2018
Brice Lawson 01/29/2018 3:10 PM The contractor has began installing the 8" PVC water main for water main 1-1 from approx. STA. 1+36 towards the east. The pipe is being bedded in clean rock. The fire hydrant at STA. 1+91.45 has been moved to STA. 1+96.45 due to an existing power line. The hydrant has been set on a concrete block that is approx. 2' by 2'.
PW-Main inspection
Informational
04/27/2018
Brice Lawson 01/30/2018 4:04 PM Precision has installed 8" C900 PVC water main on line 1-1 from approx. STA. 2+60 to approx. STA. 3+52. An 8" Tee and 8" Mueller gate valve were installed with the valve on the west side of the tee. The 8" C900 water line has been installed from STA. 5+40 to approx. STA. 6+98.1. The pipe was connected to the tee fitting at STA. 6+98.1. The pipe is being bedded and covered with clean rock. The tracer wire is being taped to the top of the pipe. It is difficult to verify that the water line is being placed as shown on plans as there are very few off set stakes and no F/L elevations for the water main.
PW-Main inspection
Informational
04/27/2018
Brice Lawson 01/31/2018 1:28 PM Precision has installed the water main on line 1-2 from STA. 5+40 to STA.4+66.63. The fire hydrant and 6" gate valve have been installed at STA. 4+78.70. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. The water main is 4' to 5' below existing grade.
PW-Main inspection
Informational
04/27/2018
Brice Lawson 02/02/2018 11:24 AM The water line for line 1-2 has been installed from STA. 3+20 to STA. 1+99. The 8" C900 water pipe is being installed on a bed of clean rock. The tracer wire has been installed above it. The 45 degree bends have been installed and the bolts have been sprayed with under coating. The fittings have been wrapped with poly wrap and sealed with tape. It appears that the end of the sanitary service stub for lot 24 does not extend to the north side of the water line. I asked Jake with Precision if they would want to extend this now while they know where the lines are. He is going to check with the developer.
PW-Main inspection
Informational
04/27/2018
Brice Lawson 02/07/2018 3:07 PM Precision has installed the 8" PVC water main from the tee fitting at STA. 6+98.91 to approx. STA. 9+89.00. The 8" Mueller 2361 gate valve was installed at STA. 6+98.91 on the south side of the tee fitting. The tee fitting has been installed at STA.7+90.54. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. Epoxy splice connectors are being used.
PW-Main inspection
Informational
04/27/2018
Brice Lawson 02/08/2018 5:21 PM The 8" C900 warter main has been installed from STA. 9+89 to STA. 12+00. This section of water main was installed and backfilled before it was inspected. It appears tracer wire was installed with this pipe. It appears that the marker tape has been installed. This section of water main trench was being backfilled and the soil was being compacted with a sheepsfoot compactor. KC Testing was on site performing compaction testing on the trench backfill. The tester informed me that the test are passing and that the compaction efforts appear to be proper. The contractor has excavated a trench to install the water main from STA. 12+00 to STA. 14+16.58. I informed the contractor that the trench looks too deep according to the proposed fill on the plans. He checked his grade and confirmed that the trench was excavated too deep. He plans to backfill the trench and get compaction tests performed on the fill. I will be off on vacation the next couple days and Tom Chandler will be covering this project. Tom came out to the site today and I informed him of what is going on with the water main trench. He is aware of this issue.
PW-Main inspection
Informational
04/27/2018
Backfield and tested from station 12+00 to station 14+10. Will install water later today.
PW-Main inspection
Informational
04/27/2018
Tom Chandler 02/09/2018 3:59 PM Installed from station 12+00 up to station 14+10. Will install hydrant and thrust restraints on 2/12/2018.
PW-Main inspection
Informational
04/27/2018
Tom Chandler 02/12/2018 4:24 PM Was working on some hydrants today. Did not really get much done on them. Planning on pouring thrust restraints on 02/13/2018.
PW-Main inspection
Informational
04/27/2018
Brice Lawson 02/13/2018 3:33 PM Precision is working on installing the water main and fire hydrant for water line 1-2 near STA. 13+96.94. They let me know that they will not have 42" of cover over the main at the tee for the hydrant. They also dont think that the hydrant will stand plumb. I suggested that they talk to the design engineer about these issues. I also suggested getting survey stakes that show finish grade elevations and top of water main elevation so the water main elevation could be verified on site.
PW-Main inspection
Informational
04/27/2018
Brice Lawson 04/10/2018 3:32 PM A revision to water line 1-2 dated 4/5/18 was submitted, approved and delivered to the contractor. The revision includes moving the water line to the east at the southeast side of the south cul-de-sac.
PW-Main inspection
Informational
04/27/2018
Brice Lawson 04/13/2018 4:26 PM Precision is working on installing water line 1-2 near STA. 13.99. They are planning to work tomorrow depending on the weather. They did not give me proper notice to work overtime. Bryan plans to come by the job site tomorrow.
PW-Main inspection
Informational
04/27/2018
Brice Lawson 04/17/2018 7:38 AM Precision has installed the remainder of the water main for water line 1-2 from STA. 13+86 to STA. 14+17.08. The fire hydrant has been installed at STA. 13+99. It appears that the pipe has been bedded and covered in clean rock. It appears that the tracer wire has been installed over the pipe. The DI fittings have been wrapped in poly encasement. The thrust blocks have been installed at the fire hydrant and tee fitting at STA. 13+99. The thrust block has been installed on the end of the line cap at STA. 14+17.08. The thrust blocks have been installed on the 45 degree bends at STA. 13+86.29, STA. 13+13.67. The pipe and thrust blocks were covered with rock when I arrived on site. I saw the fittings and tracer wire on 4/16/18.
PW-Main inspection
Informational
04/27/2018
Brice Lawson 04/17/2018 3:24 PM Precision has installed the thrust blocks on the 45 bends at STA. 11+99.58 and STA. 12+59.91 on water line 1-2. They were working on backfilling the water line in the south cul-de-sac. They are excavating the pit for the water tie-in that is scheduled for tomorrow. The tie-in location is at STA. 1+12.23 on water line 1-2. It appears that the contractor has the corrects water main appurtenances to perform the tie-in.
PW-Main inspection
Informational
04/27/2018
Tom Chandler 04/18/2018 3:41 PM Water tie-in has been completed. Water department came back out to put water main back in service and flush the line. Contractor poured thrust blocks for the tee and bend as well. New valve installed is closed as well.
PW-Main inspection
Informational
04/27/2018
Matt Munger 04/18/2018 10:15 AM I observed the Contractors cut in the tee, I observed them swab the fittings and pipe with bleach. I left before the water was turned back on but Tom C. was on site to oversee the work.
PW-Main inspection
Informational
04/27/2018
Brice Lawson 04/27/2018 9:57 AM Precision has requested to fill the new water main that has been constructed with water to get the air out of the mains in preparation for the hydrostatic test. Some of the valve boxes need to be cut down to access the operating nut. The excavation pit at the tie-in location needs to be partially backfilled so I can access the valve. The contractor verified that the bolts on the retainer gland need to be tightened where the retainer gland attaches to the temporary cap on the end of the water main. The temporary cap is near the proposed tie-in location at STA.1+00 on water line 1-1. They plan to take care of these items and call back to schedule the filling of the water main.
PW-Main inspection
Corrective Action Required
04/27/2018
Brice Lawson 04/27/2018 4:27 PM The new water main was slowly filled and flushed at each fire hydrant to get the air out of the line in preparation for the hydrostatic test. When the line filled up a leak was noticed where the temporary cap was installed near the proposed tie-in at STA. 1+00 on water line 1-1. The valve that isolates the new water main from the existing water main was closed after the new water line was filled and flushed to remove air. The contractor noticed that the all-thread securing the cap was not properly secured. The contractor is working on making the corrections to the cap. Make proper corrections to the water main where it was leaking
Grading/Excavation/Fill Inspection Partial 4/30/2018 at 3:30 PM 04/30/2018
PW-Misc
Informational
04/25/2018
Brice Lawson 07/11/2017 4:05 PM Gradeco Construction was working on grading, clearing and grubbing the site. They were working on the north diversion ditch. The road was free of debris.
PW-Misc
Informational
04/25/2018
Brice Lawson 07/12/2017 11:17 AM\ Gradeco Construction has been working separating the brush on site that they piled up. They have installed a diversion ditch on the north end of the site with rock checks in the ditch. They began a fill operation that appears to be on future lots 25 and 26 and east of the storm pipe outlet structure. They said that they have installed approx. 2.5' of fill in this area. They were using a sheeps foot to compact the fill after it was spread. I asked them to stop working on this fill because there was no testing being performed on the lifts of fill. Darrell Vaughn said he would have them stop the fill operation and he was aware that a testing lab should be on site.
PW-Misc
Informational
04/25/2018
Brice Lawson 07/18/2017 1:33 PM Gradeco Construction continues to perform cut and fill operations. It appears that they are working on lots #23 thru #27 and the north cul de sac. It appears that they are installing the material in lifts and compacting it with sheeps foot. They let me know that they are getting commpaction tests on each lift.
PW-Misc
Informational
04/25/2018
Brice Lawson 12/11/2017 4:24 PM The sanitary sewer main and stub trenches have been backfilled to what appears to be existing grade from existing MH at 1+00 on line 1 to MH 1-A1, from MH 1-A1 to MH 1-A2, and from MH 1-A2 to MH 1-A3. The sanitary main and stub trenches from MH 1-A3 to MH 1-A4 are partially backfilled. It appears that the soil is being placed and compacted in the trench in lifts. It appears that the sanitary main and stub trenches from MH 1-A4 to MH 1-B1 are being backfilled and compacted in lifts. KCTE is on site performing moisture/density testing on the trench backfill. They let me know that the moisture/density tests are passing and he has noticed that the large rocks are being culled from the soil and stockpiled. He has not noticed any large rocks being placed in the trench backfill.
PW-Misc
Informational
04/25/2018
Brice Lawson 03/01/2018 11:58 AM The curb stakes have been installed. The contractor is grading the road subgrade. They plan to leave the subgrade about 2" high in case it rains. They plan to get compaction tests done on the fills that were previously installed by Gradeco.
PW-Misc
Informational
04/25/2018
Tom Chandler 03/02/2018 3:48 PM Cutting grade and testing subgrade. KCTE on-site for testing.
PW-Misc
Informational
04/25/2018
Brice Lawson 03/06/2018 2:58 PM Precision is backfilling the trench for sanitary line C. It appears that they are installing the soil and compacting the backfill in lifts with at vibratory sheeps foot. There did not appear to be any large rocks in the material. KCTE Testing is on site to perform moisture/density testing on the trench backfill.
PW-Misc
Informational
04/25/2018
Brice Lawson 03/09/2018 2:45 PM The backfill on sanitary line 1-C has been completed. KCTE testing has tested the remainder of the trench backfill today.
PW-Misc
Informational
04/25/2018
Brice Lawson 04/19/2018 2:01 PM Approx. 95% if the curb has been installed. Precision is in the process of backfilling the curb. It appears that they are using dirt that was previously stockpiled at the southwest corner of the site.
PW-Misc
Informational
04/25/2018
Brice Lawson 04/23/2018 10:22 AM Heartland Midwest has excavated a trench that crossed the proposed Meadowbrook Dr approx. 9' behind the existing back of curb on the east side of Raintree Pkwy. They are adjusting the elevation of existing att&t lines that are in a conduit. They plan to backfill the trench with flowable fill. I informed them that they can use the KC APWA flowable fill and the flowable fill needs to extend to the top of the subgrade and to atleast 1' behind the back of the proposed curb.
PW-Misc
Corrective Action Required
04/25/2018
Brice Lawson 04/25/2018 3:57 PM Correct the project title on the compaction tests that have been submitted.
PW-Misc
Corrective Action Required
04/30/2018
Brice Lawson 04/30/2018 3:54 PM Heartland Midwest has filled the utility trench that crosses Meadowbrook Dr. approx. 9' behind the back of the curb on the ease side of Raintree Pkwy. The trench is approx. 5' wide and goes across the entire width of Meadowbrook Dr. The flowable fill was installed approx. 4' in depth and up to what appears will be the top of the soil subgrade for the road. APWA FF Masercell 30 (50+75) flowable fill from Gieger was used to fill the trench. I emailed the developer to submit the mix design and the 7 day and 28 day compressive strength test results for the flowable fill that was used. Once the developer has submitted, verify that the mix design and compressive strength test reports meet spec.
Water Line - Construction Inspection Partial 5/2/2018 at 2:00 PM 05/02/2018
PW-Main inspection
Informational
04/27/2018
Brice Lawson 01/29/2018 3:10 PM The contractor has began installing the 8" PVC water main for water main 1-1 from approx. STA. 1+36 towards the east. The pipe is being bedded in clean rock. The fire hydrant at STA. 1+91.45 has been moved to STA. 1+96.45 due to an existing power line. The hydrant has been set on a concrete block that is approx. 2' by 2'.
PW-Main inspection
Informational
04/27/2018
Brice Lawson 01/30/2018 4:04 PM Precision has installed 8" C900 PVC water main on line 1-1 from approx. STA. 2+60 to approx. STA. 3+52. An 8" Tee and 8" Mueller gate valve were installed with the valve on the west side of the tee. The 8" C900 water line has been installed from STA. 5+40 to approx. STA. 6+98.1. The pipe was connected to the tee fitting at STA. 6+98.1. The pipe is being bedded and covered with clean rock. The tracer wire is being taped to the top of the pipe. It is difficult to verify that the water line is being placed as shown on plans as there are very few off set stakes and no F/L elevations for the water main.
PW-Main inspection
Informational
04/27/2018
Brice Lawson 01/31/2018 1:28 PM Precision has installed the water main on line 1-2 from STA. 5+40 to STA.4+66.63. The fire hydrant and 6" gate valve have been installed at STA. 4+78.70. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. The water main is 4' to 5' below existing grade.
PW-Main inspection
Informational
04/27/2018
Brice Lawson 02/02/2018 11:24 AM The water line for line 1-2 has been installed from STA. 3+20 to STA. 1+99. The 8" C900 water pipe is being installed on a bed of clean rock. The tracer wire has been installed above it. The 45 degree bends have been installed and the bolts have been sprayed with under coating. The fittings have been wrapped with poly wrap and sealed with tape. It appears that the end of the sanitary service stub for lot 24 does not extend to the north side of the water line. I asked Jake with Precision if they would want to extend this now while they know where the lines are. He is going to check with the developer.
PW-Main inspection
Informational
04/27/2018
Brice Lawson 02/07/2018 3:07 PM Precision has installed the 8" PVC water main from the tee fitting at STA. 6+98.91 to approx. STA. 9+89.00. The 8" Mueller 2361 gate valve was installed at STA. 6+98.91 on the south side of the tee fitting. The tee fitting has been installed at STA.7+90.54. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. Epoxy splice connectors are being used.
PW-Main inspection
Informational
04/27/2018
Brice Lawson 02/08/2018 5:21 PM The 8" C900 warter main has been installed from STA. 9+89 to STA. 12+00. This section of water main was installed and backfilled before it was inspected. It appears tracer wire was installed with this pipe. It appears that the marker tape has been installed. This section of water main trench was being backfilled and the soil was being compacted with a sheepsfoot compactor. KC Testing was on site performing compaction testing on the trench backfill. The tester informed me that the test are passing and that the compaction efforts appear to be proper. The contractor has excavated a trench to install the water main from STA. 12+00 to STA. 14+16.58. I informed the contractor that the trench looks too deep according to the proposed fill on the plans. He checked his grade and confirmed that the trench was excavated too deep. He plans to backfill the trench and get compaction tests performed on the fill. I will be off on vacation the next couple days and Tom Chandler will be covering this project. Tom came out to the site today and I informed him of what is going on with the water main trench. He is aware of this issue.
PW-Main inspection
Informational
04/27/2018
Backfield and tested from station 12+00 to station 14+10. Will install water later today.
PW-Main inspection
Informational
04/27/2018
Tom Chandler 02/09/2018 3:59 PM Installed from station 12+00 up to station 14+10. Will install hydrant and thrust restraints on 2/12/2018.
PW-Main inspection
Informational
04/27/2018
Tom Chandler 02/12/2018 4:24 PM Was working on some hydrants today. Did not really get much done on them. Planning on pouring thrust restraints on 02/13/2018.
PW-Main inspection
Informational
04/27/2018
Brice Lawson 02/13/2018 3:33 PM Precision is working on installing the water main and fire hydrant for water line 1-2 near STA. 13+96.94. They let me know that they will not have 42" of cover over the main at the tee for the hydrant. They also dont think that the hydrant will stand plumb. I suggested that they talk to the design engineer about these issues. I also suggested getting survey stakes that show finish grade elevations and top of water main elevation so the water main elevation could be verified on site.
PW-Main inspection
Informational
04/27/2018
Brice Lawson 04/10/2018 3:32 PM A revision to water line 1-2 dated 4/5/18 was submitted, approved and delivered to the contractor. The revision includes moving the water line to the east at the southeast side of the south cul-de-sac.
PW-Main inspection
Informational
04/27/2018
Brice Lawson 04/13/2018 4:26 PM Precision is working on installing water line 1-2 near STA. 13.99. They are planning to work tomorrow depending on the weather. They did not give me proper notice to work overtime. Bryan plans to come by the job site tomorrow.
PW-Main inspection
Informational
04/27/2018
Brice Lawson 04/17/2018 7:38 AM Precision has installed the remainder of the water main for water line 1-2 from STA. 13+86 to STA. 14+17.08. The fire hydrant has been installed at STA. 13+99. It appears that the pipe has been bedded and covered in clean rock. It appears that the tracer wire has been installed over the pipe. The DI fittings have been wrapped in poly encasement. The thrust blocks have been installed at the fire hydrant and tee fitting at STA. 13+99. The thrust block has been installed on the end of the line cap at STA. 14+17.08. The thrust blocks have been installed on the 45 degree bends at STA. 13+86.29, STA. 13+13.67. The pipe and thrust blocks were covered with rock when I arrived on site. I saw the fittings and tracer wire on 4/16/18.
PW-Main inspection
Informational
04/27/2018
Brice Lawson 04/17/2018 3:24 PM Precision has installed the thrust blocks on the 45 bends at STA. 11+99.58 and STA. 12+59.91 on water line 1-2. They were working on backfilling the water line in the south cul-de-sac. They are excavating the pit for the water tie-in that is scheduled for tomorrow. The tie-in location is at STA. 1+12.23 on water line 1-2. It appears that the contractor has the corrects water main appurtenances to perform the tie-in.
PW-Main inspection
Informational
04/27/2018
Tom Chandler 04/18/2018 3:41 PM Water tie-in has been completed. Water department came back out to put water main back in service and flush the line. Contractor poured thrust blocks for the tee and bend as well. New valve installed is closed as well.
PW-Main inspection
Informational
04/27/2018
Matt Munger 04/18/2018 10:15 AM I observed the Contractors cut in the tee, I observed them swab the fittings and pipe with bleach. I left before the water was turned back on but Tom C. was on site to oversee the work.
PW-Main inspection
Informational
04/27/2018
Brice Lawson 04/27/2018 9:57 AM Precision has requested to fill the new water main that has been constructed with water to get the air out of the mains in preparation for the hydrostatic test. Some of the valve boxes need to be cut down to access the operating nut. The excavation pit at the tie-in location needs to be partially backfilled so I can access the valve. The contractor verified that the bolts on the retainer gland need to be tightened where the retainer gland attaches to the temporary cap on the end of the water main. The temporary cap is near the proposed tie-in location at STA.1+00 on water line 1-1. They plan to take care of these items and call back to schedule the filling of the water main.
PW-Main inspection
Corrective Action Required
04/27/2018
Brice Lawson 04/27/2018 4:27 PM The new water main was slowly filled and flushed at each fire hydrant to get the air out of the line in preparation for the hydrostatic test. When the line filled up a leak was noticed where the temporary cap was installed near the proposed tie-in at STA. 1+00 on water line 1-1. The valve that isolates the new water main from the existing water main was closed after the new water line was filled and flushed to remove air. The contractor noticed that the all-thread securing the cap was not properly secured. The contractor is working on making the corrections to the cap. Make proper corrections to the water main where it was leaking
PW-Main inspection
Corrective Action Required
05/02/2018
Brice Lawson 05/02/2018 2:05 PM Verify the depth of water line at STA. 14+06 located southeast of CI to verify that the water main has the proper cover. There is a revised sheet 01RC-CR-WA-03.
Grading/Excavation/Fill Inspection Partial 5/2/2018 at 2:11 PM 05/02/2018
PW-Misc
Informational
04/30/2018
Brice Lawson 07/11/2017 4:05 PM Gradeco Construction was working on grading, clearing and grubbing the site. They were working on the north diversion ditch. The road was free of debris.
PW-Misc
Informational
04/30/2018
Brice Lawson 07/12/2017 11:17 AM\ Gradeco Construction has been working separating the brush on site that they piled up. They have installed a diversion ditch on the north end of the site with rock checks in the ditch. They began a fill operation that appears to be on future lots 25 and 26 and east of the storm pipe outlet structure. They said that they have installed approx. 2.5' of fill in this area. They were using a sheeps foot to compact the fill after it was spread. I asked them to stop working on this fill because there was no testing being performed on the lifts of fill. Darrell Vaughn said he would have them stop the fill operation and he was aware that a testing lab should be on site.
PW-Misc
Informational
04/30/2018
Brice Lawson 07/18/2017 1:33 PM Gradeco Construction continues to perform cut and fill operations. It appears that they are working on lots #23 thru #27 and the north cul de sac. It appears that they are installing the material in lifts and compacting it with sheeps foot. They let me know that they are getting commpaction tests on each lift.
PW-Misc
Informational
04/30/2018
Brice Lawson 12/11/2017 4:24 PM The sanitary sewer main and stub trenches have been backfilled to what appears to be existing grade from existing MH at 1+00 on line 1 to MH 1-A1, from MH 1-A1 to MH 1-A2, and from MH 1-A2 to MH 1-A3. The sanitary main and stub trenches from MH 1-A3 to MH 1-A4 are partially backfilled. It appears that the soil is being placed and compacted in the trench in lifts. It appears that the sanitary main and stub trenches from MH 1-A4 to MH 1-B1 are being backfilled and compacted in lifts. KCTE is on site performing moisture/density testing on the trench backfill. They let me know that the moisture/density tests are passing and he has noticed that the large rocks are being culled from the soil and stockpiled. He has not noticed any large rocks being placed in the trench backfill.
PW-Misc
Informational
04/30/2018
Brice Lawson 03/01/2018 11:58 AM The curb stakes have been installed. The contractor is grading the road subgrade. They plan to leave the subgrade about 2" high in case it rains. They plan to get compaction tests done on the fills that were previously installed by Gradeco.
PW-Misc
Informational
04/30/2018
Tom Chandler 03/02/2018 3:48 PM Cutting grade and testing subgrade. KCTE on-site for testing.
PW-Misc
Informational
04/30/2018
Brice Lawson 03/06/2018 2:58 PM Precision is backfilling the trench for sanitary line C. It appears that they are installing the soil and compacting the backfill in lifts with at vibratory sheeps foot. There did not appear to be any large rocks in the material. KCTE Testing is on site to perform moisture/density testing on the trench backfill.
PW-Misc
Informational
04/30/2018
Brice Lawson 03/09/2018 2:45 PM The backfill on sanitary line 1-C has been completed. KCTE testing has tested the remainder of the trench backfill today.
PW-Misc
Informational
04/30/2018
Brice Lawson 04/19/2018 2:01 PM Approx. 95% if the curb has been installed. Precision is in the process of backfilling the curb. It appears that they are using dirt that was previously stockpiled at the southwest corner of the site.
PW-Misc
Informational
04/30/2018
Brice Lawson 04/23/2018 10:22 AM Heartland Midwest has excavated a trench that crossed the proposed Meadowbrook Dr approx. 9' behind the existing back of curb on the east side of Raintree Pkwy. They are adjusting the elevation of existing att&t lines that are in a conduit. They plan to backfill the trench with flowable fill. I informed them that they can use the KC APWA flowable fill and the flowable fill needs to extend to the top of the subgrade and to atleast 1' behind the back of the proposed curb.
PW-Misc
Corrective Action Required
04/30/2018
Brice Lawson 04/25/2018 3:57 PM Correct the project title on the compaction tests that have been submitted.
PW-Misc
Corrective Action Required
04/30/2018
Brice Lawson 04/30/2018 3:54 PM Heartland Midwest has filled the utility trench that crosses Meadowbrook Dr. approx. 9' behind the back of the curb on the ease side of Raintree Pkwy. The trench is approx. 5' wide and goes across the entire width of Meadowbrook Dr. The flowable fill was installed approx. 4' in depth and up to what appears will be the top of the soil subgrade for the road. APWA FF Masercell 30 (50+75) flowable fill from Gieger was used to fill the trench. I emailed the developer to submit the mix design and the 7 day and 28 day compressive strength test results for the flowable fill that was used. Once the developer has submitted, verify that the mix design and compressive strength test reports meet spec.
PW-Misc
Corrective Action Required
05/02/2018
Brice Lawson 05/02/2018 2:13 PM Fill material has been installed to backfill the curb and fill the ROW areas. There is deleterious material in the fill such as roots, mulch and large rock. The deleterious material is not a acceptable material for fill. Make proper corrections to the filled areas.
Water Line - Construction Inspection Partial 5/3/2018 at 10:50 AM 05/03/2018
PW-Main inspection
Informational
05/02/2018
Brice Lawson 01/29/2018 3:10 PM The contractor has began installing the 8" PVC water main for water main 1-1 from approx. STA. 1+36 towards the east. The pipe is being bedded in clean rock. The fire hydrant at STA. 1+91.45 has been moved to STA. 1+96.45 due to an existing power line. The hydrant has been set on a concrete block that is approx. 2' by 2'.
PW-Main inspection
Informational
05/02/2018
Brice Lawson 01/30/2018 4:04 PM Precision has installed 8" C900 PVC water main on line 1-1 from approx. STA. 2+60 to approx. STA. 3+52. An 8" Tee and 8" Mueller gate valve were installed with the valve on the west side of the tee. The 8" C900 water line has been installed from STA. 5+40 to approx. STA. 6+98.1. The pipe was connected to the tee fitting at STA. 6+98.1. The pipe is being bedded and covered with clean rock. The tracer wire is being taped to the top of the pipe. It is difficult to verify that the water line is being placed as shown on plans as there are very few off set stakes and no F/L elevations for the water main.
PW-Main inspection
Informational
05/02/2018
Brice Lawson 01/31/2018 1:28 PM Precision has installed the water main on line 1-2 from STA. 5+40 to STA.4+66.63. The fire hydrant and 6" gate valve have been installed at STA. 4+78.70. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. The water main is 4' to 5' below existing grade.
PW-Main inspection
Informational
05/02/2018
Brice Lawson 02/02/2018 11:24 AM The water line for line 1-2 has been installed from STA. 3+20 to STA. 1+99. The 8" C900 water pipe is being installed on a bed of clean rock. The tracer wire has been installed above it. The 45 degree bends have been installed and the bolts have been sprayed with under coating. The fittings have been wrapped with poly wrap and sealed with tape. It appears that the end of the sanitary service stub for lot 24 does not extend to the north side of the water line. I asked Jake with Precision if they would want to extend this now while they know where the lines are. He is going to check with the developer.
PW-Main inspection
Informational
05/02/2018
Brice Lawson 02/07/2018 3:07 PM Precision has installed the 8" PVC water main from the tee fitting at STA. 6+98.91 to approx. STA. 9+89.00. The 8" Mueller 2361 gate valve was installed at STA. 6+98.91 on the south side of the tee fitting. The tee fitting has been installed at STA.7+90.54. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. Epoxy splice connectors are being used.
PW-Main inspection
Informational
05/02/2018
Brice Lawson 02/08/2018 5:21 PM The 8" C900 warter main has been installed from STA. 9+89 to STA. 12+00. This section of water main was installed and backfilled before it was inspected. It appears tracer wire was installed with this pipe. It appears that the marker tape has been installed. This section of water main trench was being backfilled and the soil was being compacted with a sheepsfoot compactor. KC Testing was on site performing compaction testing on the trench backfill. The tester informed me that the test are passing and that the compaction efforts appear to be proper. The contractor has excavated a trench to install the water main from STA. 12+00 to STA. 14+16.58. I informed the contractor that the trench looks too deep according to the proposed fill on the plans. He checked his grade and confirmed that the trench was excavated too deep. He plans to backfill the trench and get compaction tests performed on the fill. I will be off on vacation the next couple days and Tom Chandler will be covering this project. Tom came out to the site today and I informed him of what is going on with the water main trench. He is aware of this issue.
PW-Main inspection
Informational
05/02/2018
Backfield and tested from station 12+00 to station 14+10. Will install water later today.
PW-Main inspection
Informational
05/02/2018
Tom Chandler 02/09/2018 3:59 PM Installed from station 12+00 up to station 14+10. Will install hydrant and thrust restraints on 2/12/2018.
PW-Main inspection
Informational
05/02/2018
Tom Chandler 02/12/2018 4:24 PM Was working on some hydrants today. Did not really get much done on them. Planning on pouring thrust restraints on 02/13/2018.
PW-Main inspection
Informational
05/02/2018
Brice Lawson 02/13/2018 3:33 PM Precision is working on installing the water main and fire hydrant for water line 1-2 near STA. 13+96.94. They let me know that they will not have 42" of cover over the main at the tee for the hydrant. They also dont think that the hydrant will stand plumb. I suggested that they talk to the design engineer about these issues. I also suggested getting survey stakes that show finish grade elevations and top of water main elevation so the water main elevation could be verified on site.
PW-Main inspection
Informational
05/02/2018
Brice Lawson 04/10/2018 3:32 PM A revision to water line 1-2 dated 4/5/18 was submitted, approved and delivered to the contractor. The revision includes moving the water line to the east at the southeast side of the south cul-de-sac.
PW-Main inspection
Informational
05/02/2018
Brice Lawson 04/13/2018 4:26 PM Precision is working on installing water line 1-2 near STA. 13.99. They are planning to work tomorrow depending on the weather. They did not give me proper notice to work overtime. Bryan plans to come by the job site tomorrow.
PW-Main inspection
Informational
05/02/2018
Brice Lawson 04/17/2018 7:38 AM Precision has installed the remainder of the water main for water line 1-2 from STA. 13+86 to STA. 14+17.08. The fire hydrant has been installed at STA. 13+99. It appears that the pipe has been bedded and covered in clean rock. It appears that the tracer wire has been installed over the pipe. The DI fittings have been wrapped in poly encasement. The thrust blocks have been installed at the fire hydrant and tee fitting at STA. 13+99. The thrust block has been installed on the end of the line cap at STA. 14+17.08. The thrust blocks have been installed on the 45 degree bends at STA. 13+86.29, STA. 13+13.67. The pipe and thrust blocks were covered with rock when I arrived on site. I saw the fittings and tracer wire on 4/16/18.
PW-Main inspection
Informational
05/02/2018
Brice Lawson 04/17/2018 3:24 PM Precision has installed the thrust blocks on the 45 bends at STA. 11+99.58 and STA. 12+59.91 on water line 1-2. They were working on backfilling the water line in the south cul-de-sac. They are excavating the pit for the water tie-in that is scheduled for tomorrow. The tie-in location is at STA. 1+12.23 on water line 1-2. It appears that the contractor has the corrects water main appurtenances to perform the tie-in.
PW-Main inspection
Informational
05/02/2018
Tom Chandler 04/18/2018 3:41 PM Water tie-in has been completed. Water department came back out to put water main back in service and flush the line. Contractor poured thrust blocks for the tee and bend as well. New valve installed is closed as well.
PW-Main inspection
Informational
05/02/2018
Matt Munger 04/18/2018 10:15 AM I observed the Contractors cut in the tee, I observed them swab the fittings and pipe with bleach. I left before the water was turned back on but Tom C. was on site to oversee the work.
PW-Main inspection
Informational
05/02/2018
Brice Lawson 04/27/2018 9:57 AM Precision has requested to fill the new water main that has been constructed with water to get the air out of the mains in preparation for the hydrostatic test. Some of the valve boxes need to be cut down to access the operating nut. The excavation pit at the tie-in location needs to be partially backfilled so I can access the valve. The contractor verified that the bolts on the retainer gland need to be tightened where the retainer gland attaches to the temporary cap on the end of the water main. The temporary cap is near the proposed tie-in location at STA.1+00 on water line 1-1. They plan to take care of these items and call back to schedule the filling of the water main.
PW-Main inspection
Corrective Action Required
05/02/2018
Brice Lawson 04/27/2018 4:27 PM The new water main was slowly filled and flushed at each fire hydrant to get the air out of the line in preparation for the hydrostatic test. When the line filled up a leak was noticed where the temporary cap was installed near the proposed tie-in at STA. 1+00 on water line 1-1. The valve that isolates the new water main from the existing water main was closed after the new water line was filled and flushed to remove air. The contractor noticed that the all-thread securing the cap was not properly secured. The contractor is working on making the corrections to the cap. Make proper corrections to the water main where it was leaking
PW-Main inspection
Corrective Action Required
05/02/2018
Brice Lawson 05/02/2018 2:05 PM Verify the depth of water line at STA. 14+06 located southeast of CI to verify that the water main has the proper cover. There is a revised sheet 01RC-CR-WA-03.
PW-Main inspection
Informational
05/03/2018
Brice Lawson 05/03/2018 11:36 AM Precision is excavating an area near the end of water line 1-2 in preparation for the construction tap installation. The plan too have 4 construction taps in stalled on the new water main at this site in order to disenfect the water line and locations to collect bacterial samples.
Erosion Control Inspection Partial 5/3/2018 at 11:15 AM 05/03/2018
PW-Erosion and Sediment Control
Partial Correction
04/19/2018
Your project is in violation of the Erosion and Sediment control policy. Brice Lawson 04/04/2018 1:51 PM Temporary sediment trap #1 has been removed. The plans show the temp. sed. trap to be removed after the uphill watershed is seeded and mulched and vegetation has been established. The east perimeter silt fence just south of the mulch berm is not trenched into the ground. Make proper corrections to control erosion at this location. Brice Lawson 04/11/2018 9:25 AM RESOLVED Straw waddles have been installed upstream in front of the silt fence in this location to control erosion. Properly stabilize all disturbed areas of the site.
PW-Misc
Informational
05/03/2018
Brice Lawson 05/03/2018 11:40 AM The esc devices that are in place appear to be effective. The disturbed areas of the site mentioned on the inspection summary from 4/19 have not been stabilized. Make proper corrections.
Water Line - Construction Inspection Partial 5/3/2018 at 3:45 PM 05/03/2018
PW-Main inspection
Informational
05/03/2018
Brice Lawson 01/29/2018 3:10 PM The contractor has began installing the 8" PVC water main for water main 1-1 from approx. STA. 1+36 towards the east. The pipe is being bedded in clean rock. The fire hydrant at STA. 1+91.45 has been moved to STA. 1+96.45 due to an existing power line. The hydrant has been set on a concrete block that is approx. 2' by 2'.
PW-Main inspection
Informational
05/03/2018
Brice Lawson 01/30/2018 4:04 PM Precision has installed 8" C900 PVC water main on line 1-1 from approx. STA. 2+60 to approx. STA. 3+52. An 8" Tee and 8" Mueller gate valve were installed with the valve on the west side of the tee. The 8" C900 water line has been installed from STA. 5+40 to approx. STA. 6+98.1. The pipe was connected to the tee fitting at STA. 6+98.1. The pipe is being bedded and covered with clean rock. The tracer wire is being taped to the top of the pipe. It is difficult to verify that the water line is being placed as shown on plans as there are very few off set stakes and no F/L elevations for the water main.
PW-Main inspection
Informational
05/03/2018
Brice Lawson 01/31/2018 1:28 PM Precision has installed the water main on line 1-2 from STA. 5+40 to STA.4+66.63. The fire hydrant and 6" gate valve have been installed at STA. 4+78.70. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. The water main is 4' to 5' below existing grade.
PW-Main inspection
Informational
05/03/2018
Brice Lawson 02/02/2018 11:24 AM The water line for line 1-2 has been installed from STA. 3+20 to STA. 1+99. The 8" C900 water pipe is being installed on a bed of clean rock. The tracer wire has been installed above it. The 45 degree bends have been installed and the bolts have been sprayed with under coating. The fittings have been wrapped with poly wrap and sealed with tape. It appears that the end of the sanitary service stub for lot 24 does not extend to the north side of the water line. I asked Jake with Precision if they would want to extend this now while they know where the lines are. He is going to check with the developer.
PW-Main inspection
Informational
05/03/2018
Brice Lawson 02/07/2018 3:07 PM Precision has installed the 8" PVC water main from the tee fitting at STA. 6+98.91 to approx. STA. 9+89.00. The 8" Mueller 2361 gate valve was installed at STA. 6+98.91 on the south side of the tee fitting. The tee fitting has been installed at STA.7+90.54. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. Epoxy splice connectors are being used.
PW-Main inspection
Informational
05/03/2018
Brice Lawson 02/08/2018 5:21 PM The 8" C900 warter main has been installed from STA. 9+89 to STA. 12+00. This section of water main was installed and backfilled before it was inspected. It appears tracer wire was installed with this pipe. It appears that the marker tape has been installed. This section of water main trench was being backfilled and the soil was being compacted with a sheepsfoot compactor. KC Testing was on site performing compaction testing on the trench backfill. The tester informed me that the test are passing and that the compaction efforts appear to be proper. The contractor has excavated a trench to install the water main from STA. 12+00 to STA. 14+16.58. I informed the contractor that the trench looks too deep according to the proposed fill on the plans. He checked his grade and confirmed that the trench was excavated too deep. He plans to backfill the trench and get compaction tests performed on the fill. I will be off on vacation the next couple days and Tom Chandler will be covering this project. Tom came out to the site today and I informed him of what is going on with the water main trench. He is aware of this issue.
PW-Main inspection
Informational
05/03/2018
Backfield and tested from station 12+00 to station 14+10. Will install water later today.
PW-Main inspection
Informational
05/03/2018
Tom Chandler 02/09/2018 3:59 PM Installed from station 12+00 up to station 14+10. Will install hydrant and thrust restraints on 2/12/2018.
PW-Main inspection
Informational
05/03/2018
Tom Chandler 02/12/2018 4:24 PM Was working on some hydrants today. Did not really get much done on them. Planning on pouring thrust restraints on 02/13/2018.
PW-Main inspection
Informational
05/03/2018
Brice Lawson 02/13/2018 3:33 PM Precision is working on installing the water main and fire hydrant for water line 1-2 near STA. 13+96.94. They let me know that they will not have 42" of cover over the main at the tee for the hydrant. They also dont think that the hydrant will stand plumb. I suggested that they talk to the design engineer about these issues. I also suggested getting survey stakes that show finish grade elevations and top of water main elevation so the water main elevation could be verified on site.
PW-Main inspection
Informational
05/03/2018
Brice Lawson 04/10/2018 3:32 PM A revision to water line 1-2 dated 4/5/18 was submitted, approved and delivered to the contractor. The revision includes moving the water line to the east at the southeast side of the south cul-de-sac.
PW-Main inspection
Informational
05/03/2018
Brice Lawson 04/13/2018 4:26 PM Precision is working on installing water line 1-2 near STA. 13.99. They are planning to work tomorrow depending on the weather. They did not give me proper notice to work overtime. Bryan plans to come by the job site tomorrow.
PW-Main inspection
Informational
05/03/2018
Brice Lawson 04/17/2018 7:38 AM Precision has installed the remainder of the water main for water line 1-2 from STA. 13+86 to STA. 14+17.08. The fire hydrant has been installed at STA. 13+99. It appears that the pipe has been bedded and covered in clean rock. It appears that the tracer wire has been installed over the pipe. The DI fittings have been wrapped in poly encasement. The thrust blocks have been installed at the fire hydrant and tee fitting at STA. 13+99. The thrust block has been installed on the end of the line cap at STA. 14+17.08. The thrust blocks have been installed on the 45 degree bends at STA. 13+86.29, STA. 13+13.67. The pipe and thrust blocks were covered with rock when I arrived on site. I saw the fittings and tracer wire on 4/16/18.
PW-Main inspection
Informational
05/03/2018
Brice Lawson 04/17/2018 3:24 PM Precision has installed the thrust blocks on the 45 bends at STA. 11+99.58 and STA. 12+59.91 on water line 1-2. They were working on backfilling the water line in the south cul-de-sac. They are excavating the pit for the water tie-in that is scheduled for tomorrow. The tie-in location is at STA. 1+12.23 on water line 1-2. It appears that the contractor has the corrects water main appurtenances to perform the tie-in.
PW-Main inspection
Informational
05/03/2018
Tom Chandler 04/18/2018 3:41 PM Water tie-in has been completed. Water department came back out to put water main back in service and flush the line. Contractor poured thrust blocks for the tee and bend as well. New valve installed is closed as well.
PW-Main inspection
Informational
05/03/2018
Matt Munger 04/18/2018 10:15 AM I observed the Contractors cut in the tee, I observed them swab the fittings and pipe with bleach. I left before the water was turned back on but Tom C. was on site to oversee the work.
PW-Main inspection
Informational
05/03/2018
Brice Lawson 04/27/2018 9:57 AM Precision has requested to fill the new water main that has been constructed with water to get the air out of the mains in preparation for the hydrostatic test. Some of the valve boxes need to be cut down to access the operating nut. The excavation pit at the tie-in location needs to be partially backfilled so I can access the valve. The contractor verified that the bolts on the retainer gland need to be tightened where the retainer gland attaches to the temporary cap on the end of the water main. The temporary cap is near the proposed tie-in location at STA.1+00 on water line 1-1. They plan to take care of these items and call back to schedule the filling of the water main.
PW-Main inspection
Corrective Action Required
05/03/2018
Brice Lawson 04/27/2018 4:27 PM The new water main was slowly filled and flushed at each fire hydrant to get the air out of the line in preparation for the hydrostatic test. When the line filled up a leak was noticed where the temporary cap was installed near the proposed tie-in at STA. 1+00 on water line 1-1. The valve that isolates the new water main from the existing water main was closed after the new water line was filled and flushed to remove air. The contractor noticed that the all-thread securing the cap was not properly secured. The contractor is working on making the corrections to the cap. Make proper corrections to the water main where it was leaking
PW-Main inspection
Corrective Action Required
05/03/2018
Brice Lawson 05/02/2018 2:05 PM Verify the depth of water line at STA. 14+06 located southeast of CI to verify that the water main has the proper cover. There is a revised sheet 01RC-CR-WA-03.
PW-Main inspection
Informational
05/03/2018
Brice Lawson 05/03/2018 11:36 AM Precision is excavating an area near the end of water line 1-2 in preparation for the construction tap installation. The plan too have 4 construction taps in stalled on the new water main at this site in order to disenfect the water line and locations to collect bacterial samples.
PW-Main inspection
Informational
05/03/2018
Brice Lawson 05/03/2018 4:46 PM Precision was in the process of excavating a trench near STA. 6+95 on water line 1-2 to prep for a proposed construction tap on the water main.
Grading/Excavation/Fill Inspection Partial 5/7/2018 at 2:00 PM 05/07/2018
PW-Misc
Informational
05/02/2018
Brice Lawson 07/11/2017 4:05 PM Gradeco Construction was working on grading, clearing and grubbing the site. They were working on the north diversion ditch. The road was free of debris.
PW-Misc
Informational
05/02/2018
Brice Lawson 07/12/2017 11:17 AM\ Gradeco Construction has been working separating the brush on site that they piled up. They have installed a diversion ditch on the north end of the site with rock checks in the ditch. They began a fill operation that appears to be on future lots 25 and 26 and east of the storm pipe outlet structure. They said that they have installed approx. 2.5' of fill in this area. They were using a sheeps foot to compact the fill after it was spread. I asked them to stop working on this fill because there was no testing being performed on the lifts of fill. Darrell Vaughn said he would have them stop the fill operation and he was aware that a testing lab should be on site.
PW-Misc
Informational
05/02/2018
Brice Lawson 07/18/2017 1:33 PM Gradeco Construction continues to perform cut and fill operations. It appears that they are working on lots #23 thru #27 and the north cul de sac. It appears that they are installing the material in lifts and compacting it with sheeps foot. They let me know that they are getting commpaction tests on each lift.
PW-Misc
Informational
05/02/2018
Brice Lawson 12/11/2017 4:24 PM The sanitary sewer main and stub trenches have been backfilled to what appears to be existing grade from existing MH at 1+00 on line 1 to MH 1-A1, from MH 1-A1 to MH 1-A2, and from MH 1-A2 to MH 1-A3. The sanitary main and stub trenches from MH 1-A3 to MH 1-A4 are partially backfilled. It appears that the soil is being placed and compacted in the trench in lifts. It appears that the sanitary main and stub trenches from MH 1-A4 to MH 1-B1 are being backfilled and compacted in lifts. KCTE is on site performing moisture/density testing on the trench backfill. They let me know that the moisture/density tests are passing and he has noticed that the large rocks are being culled from the soil and stockpiled. He has not noticed any large rocks being placed in the trench backfill.
PW-Misc
Informational
05/02/2018
Brice Lawson 03/01/2018 11:58 AM The curb stakes have been installed. The contractor is grading the road subgrade. They plan to leave the subgrade about 2" high in case it rains. They plan to get compaction tests done on the fills that were previously installed by Gradeco.
PW-Misc
Informational
05/02/2018
Tom Chandler 03/02/2018 3:48 PM Cutting grade and testing subgrade. KCTE on-site for testing.
PW-Misc
Informational
05/02/2018
Brice Lawson 03/06/2018 2:58 PM Precision is backfilling the trench for sanitary line C. It appears that they are installing the soil and compacting the backfill in lifts with at vibratory sheeps foot. There did not appear to be any large rocks in the material. KCTE Testing is on site to perform moisture/density testing on the trench backfill.
PW-Misc
Informational
05/02/2018
Brice Lawson 03/09/2018 2:45 PM The backfill on sanitary line 1-C has been completed. KCTE testing has tested the remainder of the trench backfill today.
PW-Misc
Informational
05/02/2018
Brice Lawson 04/19/2018 2:01 PM Approx. 95% if the curb has been installed. Precision is in the process of backfilling the curb. It appears that they are using dirt that was previously stockpiled at the southwest corner of the site.
PW-Misc
Informational
05/02/2018
Brice Lawson 04/23/2018 10:22 AM Heartland Midwest has excavated a trench that crossed the proposed Meadowbrook Dr approx. 9' behind the existing back of curb on the east side of Raintree Pkwy. They are adjusting the elevation of existing att&t lines that are in a conduit. They plan to backfill the trench with flowable fill. I informed them that they can use the KC APWA flowable fill and the flowable fill needs to extend to the top of the subgrade and to atleast 1' behind the back of the proposed curb.
PW-Misc
Corrective Action Required
05/02/2018
Brice Lawson 04/25/2018 3:57 PM Correct the project title on the compaction tests that have been submitted.
PW-Misc
Corrective Action Required
05/02/2018
Brice Lawson 04/30/2018 3:54 PM Heartland Midwest has filled the utility trench that crosses Meadowbrook Dr. approx. 9' behind the back of the curb on the ease side of Raintree Pkwy. The trench is approx. 5' wide and goes across the entire width of Meadowbrook Dr. The flowable fill was installed approx. 4' in depth and up to what appears will be the top of the soil subgrade for the road. APWA FF Masercell 30 (50+75) flowable fill from Gieger was used to fill the trench. I emailed the developer to submit the mix design and the 7 day and 28 day compressive strength test results for the flowable fill that was used. Once the developer has submitted, verify that the mix design and compressive strength test reports meet spec.
PW-Misc
Corrective Action Required
05/02/2018
Brice Lawson 05/02/2018 2:13 PM Fill material has been installed to backfill the curb and fill the ROW areas. There is deleterious material in the fill such as roots, mulch and large rock. The deleterious material is not a acceptable material for fill. This is located in areas around the new streets in this subdivision. Make proper corrections to the filled areas.
PW-Misc
Corrective Action Required
05/07/2018
Brice Lawson 05/07/2018 2:20 PM The flowable fill that has been installed in the utility trench that crosses Meadowbrook Dr approx. 9' behind the existing curb on the east side of Raintree Pkwy has been installed. I spot checked the top of the flowable fill in different area to see if it crushed under the weight of my foot. It appears that the flowable fill has set up hard and it does not crush under foot. The flowable fill at the north end of the trench was installed against a berm that did not appear to be compacted. The berm was installed to create a dam to keep the flowfill from covering the watermain trench. Make proper corrections to the north end of the flowable fill to ensure proper compaction has been accomplished where the flowable fill was placed on/against the berm located at the north end of the flowable fill trench.
Water Line - Hydrostatic Test Partial 5/16/2018 at 8:05 AM 05/16/2018
PW-Misc
Informational
05/16/2018
Matt Munger 05/16/2018 8:05 AM John D. and I went flushed the line to get the air out the line so the contractor could get setup for the pressure test.
Water Line - Hydrostatic Test Partial 5/15/2018 at 1:35 PM 05/16/2018
PW-Misc
Informational
05/16/2018
Matt Munger 05/16/2018 8:05 AM John D. and I went flushed the line to get the air out the line so the contractor could get setup for the pressure test.
PW-Misc
Informational
05/16/2018
Matt Munger 05/15/2018 1:35 PM John D. and I came out to meet with the contractor about doing the pressure test. The contractor wanted to wait till tomorrow due to lack of time.
Water Line - Hydrostatic Test Partial 5/16/2018 at 8:05 AM 05/16/2018
PW-Misc
Informational
05/16/2018
Matt Munger 05/16/2018 8:05 AM John D. and I went flushed the line to get the air out the line so the contractor could get setup for the pressure test.
PW-Misc
Informational
05/16/2018
Matt Munger 05/15/2018 1:35 PM John D. and I came out to meet with the contractor about doing the pressure test. The contractor wanted to wait till tomorrow due to lack of time.
PW-Misc
Informational
05/16/2018
John DiMauro 05/16/2018 11:34 AM Matt Munger and I flushed the line to prepare for the hydro psi test. I stayed on site while the crew was pumping the line. They have not got the line pumped to 150 psi yet so I will return after lunch to finish the hydro test.
Water Line - Hydrostatic Test Passed 5/16/2018 at 1:45 PM 05/16/2018
PW-Misc
Informational
05/16/2018
Matt Munger 05/16/2018 8:05 AM John D. and I went flushed the line to get the air out the line so the contractor could get setup for the pressure test.
PW-Misc
Informational
05/16/2018
Matt Munger 05/15/2018 1:35 PM John D. and I came out to meet with the contractor about doing the pressure test. The contractor wanted to wait till tomorrow due to lack of time.
PW-Misc
Informational
05/16/2018
John DiMauro 05/16/2018 11:34 AM Matt Munger and I flushed the line to prepare for the hydro psi test. I stayed on site while the crew was pumping the line. They have not got the line pumped to 150 psi yet so I will return after lunch to finish the hydro test.
PW-Misc
Informational
05/16/2018
John DiMauro 05/16/2018 1:54 PM When I arrived the Precision crew had the line pressurized to 155 psi. I verified that the gauge was in compliance and the gauge held 155 psi for two hours.
Water Line - Construction Inspection Partial 5/17/2018 at 2:10 PM 05/17/2018
PW-Main inspection
Informational
05/03/2018
Brice Lawson 01/29/2018 3:10 PM The contractor has began installing the 8" PVC water main for water main 1-1 from approx. STA. 1+36 towards the east. The pipe is being bedded in clean rock. The fire hydrant at STA. 1+91.45 has been moved to STA. 1+96.45 due to an existing power line. The hydrant has been set on a concrete block that is approx. 2' by 2'.
PW-Main inspection
Informational
05/03/2018
Brice Lawson 01/30/2018 4:04 PM Precision has installed 8" C900 PVC water main on line 1-1 from approx. STA. 2+60 to approx. STA. 3+52. An 8" Tee and 8" Mueller gate valve were installed with the valve on the west side of the tee. The 8" C900 water line has been installed from STA. 5+40 to approx. STA. 6+98.1. The pipe was connected to the tee fitting at STA. 6+98.1. The pipe is being bedded and covered with clean rock. The tracer wire is being taped to the top of the pipe. It is difficult to verify that the water line is being placed as shown on plans as there are very few off set stakes and no F/L elevations for the water main.
PW-Main inspection
Informational
05/03/2018
Brice Lawson 01/31/2018 1:28 PM Precision has installed the water main on line 1-2 from STA. 5+40 to STA.4+66.63. The fire hydrant and 6" gate valve have been installed at STA. 4+78.70. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. The water main is 4' to 5' below existing grade.
PW-Main inspection
Informational
05/03/2018
Brice Lawson 02/02/2018 11:24 AM The water line for line 1-2 has been installed from STA. 3+20 to STA. 1+99. The 8" C900 water pipe is being installed on a bed of clean rock. The tracer wire has been installed above it. The 45 degree bends have been installed and the bolts have been sprayed with under coating. The fittings have been wrapped with poly wrap and sealed with tape. It appears that the end of the sanitary service stub for lot 24 does not extend to the north side of the water line. I asked Jake with Precision if they would want to extend this now while they know where the lines are. He is going to check with the developer.
PW-Main inspection
Informational
05/03/2018
Brice Lawson 02/07/2018 3:07 PM Precision has installed the 8" PVC water main from the tee fitting at STA. 6+98.91 to approx. STA. 9+89.00. The 8" Mueller 2361 gate valve was installed at STA. 6+98.91 on the south side of the tee fitting. The tee fitting has been installed at STA.7+90.54. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. Epoxy splice connectors are being used.
PW-Main inspection
Informational
05/03/2018
Brice Lawson 02/08/2018 5:21 PM The 8" C900 warter main has been installed from STA. 9+89 to STA. 12+00. This section of water main was installed and backfilled before it was inspected. It appears tracer wire was installed with this pipe. It appears that the marker tape has been installed. This section of water main trench was being backfilled and the soil was being compacted with a sheepsfoot compactor. KC Testing was on site performing compaction testing on the trench backfill. The tester informed me that the test are passing and that the compaction efforts appear to be proper. The contractor has excavated a trench to install the water main from STA. 12+00 to STA. 14+16.58. I informed the contractor that the trench looks too deep according to the proposed fill on the plans. He checked his grade and confirmed that the trench was excavated too deep. He plans to backfill the trench and get compaction tests performed on the fill. I will be off on vacation the next couple days and Tom Chandler will be covering this project. Tom came out to the site today and I informed him of what is going on with the water main trench. He is aware of this issue.
PW-Main inspection
Informational
05/03/2018
Backfield and tested from station 12+00 to station 14+10. Will install water later today.
PW-Main inspection
Informational
05/03/2018
Tom Chandler 02/09/2018 3:59 PM Installed from station 12+00 up to station 14+10. Will install hydrant and thrust restraints on 2/12/2018.
PW-Main inspection
Informational
05/03/2018
Tom Chandler 02/12/2018 4:24 PM Was working on some hydrants today. Did not really get much done on them. Planning on pouring thrust restraints on 02/13/2018.
PW-Main inspection
Informational
05/03/2018
Brice Lawson 02/13/2018 3:33 PM Precision is working on installing the water main and fire hydrant for water line 1-2 near STA. 13+96.94. They let me know that they will not have 42" of cover over the main at the tee for the hydrant. They also dont think that the hydrant will stand plumb. I suggested that they talk to the design engineer about these issues. I also suggested getting survey stakes that show finish grade elevations and top of water main elevation so the water main elevation could be verified on site.
PW-Main inspection
Informational
05/03/2018
Brice Lawson 04/10/2018 3:32 PM A revision to water line 1-2 dated 4/5/18 was submitted, approved and delivered to the contractor. The revision includes moving the water line to the east at the southeast side of the south cul-de-sac.
PW-Main inspection
Informational
05/03/2018
Brice Lawson 04/13/2018 4:26 PM Precision is working on installing water line 1-2 near STA. 13.99. They are planning to work tomorrow depending on the weather. They did not give me proper notice to work overtime. Bryan plans to come by the job site tomorrow.
PW-Main inspection
Informational
05/03/2018
Brice Lawson 04/17/2018 7:38 AM Precision has installed the remainder of the water main for water line 1-2 from STA. 13+86 to STA. 14+17.08. The fire hydrant has been installed at STA. 13+99. It appears that the pipe has been bedded and covered in clean rock. It appears that the tracer wire has been installed over the pipe. The DI fittings have been wrapped in poly encasement. The thrust blocks have been installed at the fire hydrant and tee fitting at STA. 13+99. The thrust block has been installed on the end of the line cap at STA. 14+17.08. The thrust blocks have been installed on the 45 degree bends at STA. 13+86.29, STA. 13+13.67. The pipe and thrust blocks were covered with rock when I arrived on site. I saw the fittings and tracer wire on 4/16/18.
PW-Main inspection
Informational
05/03/2018
Brice Lawson 04/17/2018 3:24 PM Precision has installed the thrust blocks on the 45 bends at STA. 11+99.58 and STA. 12+59.91 on water line 1-2. They were working on backfilling the water line in the south cul-de-sac. They are excavating the pit for the water tie-in that is scheduled for tomorrow. The tie-in location is at STA. 1+12.23 on water line 1-2. It appears that the contractor has the corrects water main appurtenances to perform the tie-in.
PW-Main inspection
Informational
05/03/2018
Tom Chandler 04/18/2018 3:41 PM Water tie-in has been completed. Water department came back out to put water main back in service and flush the line. Contractor poured thrust blocks for the tee and bend as well. New valve installed is closed as well.
PW-Main inspection
Informational
05/03/2018
Matt Munger 04/18/2018 10:15 AM I observed the Contractors cut in the tee, I observed them swab the fittings and pipe with bleach. I left before the water was turned back on but Tom C. was on site to oversee the work.
PW-Main inspection
Informational
05/03/2018
Brice Lawson 04/27/2018 9:57 AM Precision has requested to fill the new water main that has been constructed with water to get the air out of the mains in preparation for the hydrostatic test. Some of the valve boxes need to be cut down to access the operating nut. The excavation pit at the tie-in location needs to be partially backfilled so I can access the valve. The contractor verified that the bolts on the retainer gland need to be tightened where the retainer gland attaches to the temporary cap on the end of the water main. The temporary cap is near the proposed tie-in location at STA.1+00 on water line 1-1. They plan to take care of these items and call back to schedule the filling of the water main.
PW-Main inspection
Corrective Action Required
05/03/2018
Brice Lawson 04/27/2018 4:27 PM The new water main was slowly filled and flushed at each fire hydrant to get the air out of the line in preparation for the hydrostatic test. When the line filled up a leak was noticed where the temporary cap was installed near the proposed tie-in at STA. 1+00 on water line 1-1. The valve that isolates the new water main from the existing water main was closed after the new water line was filled and flushed to remove air. The contractor noticed that the all-thread securing the cap was not properly secured. The contractor is working on making the corrections to the cap. Make proper corrections to the water main where it was leaking
PW-Main inspection
Corrective Action Required
05/03/2018
Brice Lawson 05/02/2018 2:05 PM Verify the depth of water line at STA. 14+06 located southeast of CI to verify that the water main has the proper cover. There is a revised sheet 01RC-CR-WA-03.
PW-Main inspection
Informational
05/03/2018
Brice Lawson 05/03/2018 11:36 AM Precision is excavating an area near the end of water line 1-2 in preparation for the construction tap installation. The plan too have 4 construction taps in stalled on the new water main at this site in order to disenfect the water line and locations to collect bacterial samples.
PW-Main inspection
Informational
05/03/2018
Brice Lawson 05/03/2018 4:46 PM Precision was in the process of excavating a trench near STA. 6+95 on water line 1-2 to prep for a proposed construction tap on the water main.
PW-Main inspection
Informational
05/17/2018
John DiMauro 05/17/2018 2:40 PM A high velocity flush was done on the water line. Hydrant's 64-004, 64-006 & valve # 139399 were opened completely up. The line was flushed at high velocity for 10 minutes.
Sanitary Sewer - Air Test Partial 5/18/2018 at 1:15 PM 05/18/2018
PW-Misc
Informational
03/22/2018
Brice Lawson 02/15/2018 5:10 PM The following sanitary line segments were are tested: MH 1-A1 to MH 1-A2 Start 4 psi End 4 psi Test Duration 7:34 Test Passed MH 1-A2 to MH 1-A3 Start 4 psi End 3.95 psi Test Duration 7:34 Test Passed MH 1-A3 to MH 1-A4 Start 4 psi End 3.9 Test Duration 7:37 Test Passed
PW-Misc
Informational
03/22/2018
Brice Lawson 02/15/2018 5:20 PM The following sanitary line segments were air tested: MH 1-A4 to MH 1-B1 Start 4.0 psi End 3.95 psi Test Duration 7:34 Test Passed MH 1-A4 to MH 1-A5 Start 4.0 psi End 3.9 psi Test Duration 7:34 Test passed
PW-Misc
Informational
03/22/2018
Brice Lawson 02/23/2018 3:46 PM The following line segments have been tested. MH 1-A5 to MH 1-A6 Test Start 3.95 psi Test End 3.95 psi Test Duration 7:34 Test Passed MH 1-A6 to MH 1-A7 Test Start 3.95 psi Test End 3.95 psi Test Duration 7:34 Test Passed
PW-Misc
Informational
03/22/2018
Brice Lawson 02/26/2018 11:00 AM The air test west performed on the 8" PVC line segment from existing City MH 64-003 to MH 1-A1. Test Start: 3.8 pse Test Ended at 3.8 psi Test Duration 7:34 min. Test Passed
PW-Sanitary Sewer Testing
Informational
05/18/2018
Sanitary sewer air testing for the section of line that was repaired of sags. Line segment from MH A-7 to A-6 The test began at 4 psi. Test ended at 3.5 psi. Test duration 7:34 Test Passed Line Segment from MH A-4 to A-3 The test began at 3.9 psi. Test ended at 3.7 psi. Test duration 7:34 Test Passed The line Segment from MH A-6 to A-5 will be air tested next week due to problems with the size of the plug and the curve of the invert. The crew will provide a smaller plug to complete the air test.
Sanitary Sewer - Mandrel Partial 5/18/2018 at 3:15 PM 05/18/2018
PW-Misc
Informational
03/20/2018
Brice Lawson 02/27/2018 10:46 AM Precision performed the mandrel test on the 8" line segment from MH 1-A6 to Mh 1-A7. The mandrel was pulled from MH 1-A6 towards MH 1-A7. The mandrel did not pass from the pipe to the invert in MH 1-A7. They are going to make corrections and retest.
PW-Misc
Informational
05/18/2018
A mandrel test was performed on the 8" sanitary sewer line for the areas that were corrected of sags. Percision pulled the mandrel on the line segment's from MH A-6 to A-7, A-6 to A-5 and A-4 to A-3. The mandrel was pulled through the lines with no deflection. I verified that the mandrel was acceptable, 7.37 diameter, 10" length and 9 prongs. Mandrel test passed for these line segments.
Sanitary Sewer - Mandrel Partial 5/30/2018 at 1:50 PM 05/30/2018
PW-Misc
Informational
05/18/2018
Brice Lawson 02/27/2018 10:46 AM Precision performed the mandrel test on the 8" line segment from MH 1-A6 to Mh 1-A7. The mandrel was pulled from MH 1-A6 towards MH 1-A7. The mandrel did not pass from the pipe to the invert in MH 1-A7. They are going to make corrections and retest.
PW-Misc
Informational
05/18/2018
A mandrel test was performed on the 8" sanitary sewer line for the areas that were corrected of sags. Percision pulled the mandrel on the line segment's from MH A-6 to A-7, A-6 to A-5 and A-4 to A-3. The mandrel was pulled through the lines with no deflection. I verified that the mandrel was acceptable, 7.37 diameter, 10" length and 9 prongs. Mandrel test passed for these line segments.
PW-Misc
Informational
05/30/2018
John DiMauro 05/30/2018 3:22 PM Precision performed the mandrel test on the new 12"in line installed. A mandrel was pulled on the line segment from MH1-C1 to MH1-C2. The first attempt the mandrel got stuck at the invert at MH1-C2. The crew made adjustments to the invert with a grinder and the second attempt the mandrel pulled through with no deflection. Passing test on this line segment.
Erosion Control Inspection Partial 5/31/2018 at 9:25 AM 05/31/2018
PW-Erosion and Sediment Control
Partial Correction
05/03/2018
Your project is in violation of the Erosion and Sediment control policy. Brice Lawson 04/04/2018 1:51 PM Temporary sediment trap #1 has been removed. The plans show the temp. sed. trap to be removed after the uphill watershed is seeded and mulched and vegetation has been established. The east perimeter silt fence just south of the mulch berm is not trenched into the ground. Make proper corrections to control erosion at this location. Brice Lawson 04/11/2018 9:25 AM RESOLVED Straw waddles have been installed upstream in front of the silt fence in this location to control erosion. Properly stabilize all disturbed areas of the site.
PW-Misc
Informational
05/03/2018
Brice Lawson 05/03/2018 11:40 AM The esc devices that are in place appear to be effective. The disturbed areas of the site mentioned on the inspection summary from 4/19 have not been stabilized. Make proper corrections.
PW-Misc
Informational
05/31/2018
John DiMauro 05/31/2018 10:06 AM The ESC devices are intact.
Sanitary Sewer - Air Test Partial 5/31/2018 at 9:30 AM 05/31/2018
PW-Misc
Informational
05/18/2018
Brice Lawson 02/15/2018 5:10 PM The following sanitary line segments were are tested: MH 1-A1 to MH 1-A2 Start 4 psi End 4 psi Test Duration 7:34 Test Passed MH 1-A2 to MH 1-A3 Start 4 psi End 3.95 psi Test Duration 7:34 Test Passed MH 1-A3 to MH 1-A4 Start 4 psi End 3.9 Test Duration 7:37 Test Passed
PW-Misc
Informational
05/18/2018
Brice Lawson 02/15/2018 5:20 PM The following sanitary line segments were air tested: MH 1-A4 to MH 1-B1 Start 4.0 psi End 3.95 psi Test Duration 7:34 Test Passed MH 1-A4 to MH 1-A5 Start 4.0 psi End 3.9 psi Test Duration 7:34 Test passed
PW-Misc
Informational
05/18/2018
Brice Lawson 02/23/2018 3:46 PM The following line segments have been tested. MH 1-A5 to MH 1-A6 Test Start 3.95 psi Test End 3.95 psi Test Duration 7:34 Test Passed MH 1-A6 to MH 1-A7 Test Start 3.95 psi Test End 3.95 psi Test Duration 7:34 Test Passed
PW-Misc
Informational
05/18/2018
Brice Lawson 02/26/2018 11:00 AM The air test west performed on the 8" PVC line segment from existing City MH 64-003 to MH 1-A1. Test Start: 3.8 pse Test Ended at 3.8 psi Test Duration 7:34 min. Test Passed
PW-Sanitary Sewer Testing
Informational
05/18/2018
Sanitary sewer air testing for the section of line that was repaired of sags. Line segment from MH A-7 to A-6 The test began at 4 psi. Test ended at 3.5 psi. Test duration 7:34 Test Passed Line Segment from MH A-4 to A-3 The test began at 3.9 psi. Test ended at 3.7 psi. Test duration 7:34 Test Passed The line Segment from MH A-6 to A-5 will be air tested next week due to problems with the size of the plug and the curve of the invert. The crew will provide a smaller plug to complete the air test.
PW-Misc
Informational
05/31/2018
John DiMauro 05/31/2018 10:07 AM Precision performed the air test on approximately 300'ft of the 12"in sanitary line segment from MH1-C1 to MH1-C2. Test Start: 3.7 PSI Test End: 2.8 PSI Duration: 17:06 Min Test Passed Precision performed the air pressure test on approximately 200'ft of the 8" line segment from MH1-A6 to MH1-A5. Test Start: 3.8 PSI Test End: 3.8 PSI Duration: 7:34 Min Test Passed
Water Line - Construction Inspection Partial 6/1/2018 at 1:20 PM 06/04/2018
PW-Main inspection
Informational
05/17/2018
Brice Lawson 01/29/2018 3:10 PM The contractor has began installing the 8" PVC water main for water main 1-1 from approx. STA. 1+36 towards the east. The pipe is being bedded in clean rock. The fire hydrant at STA. 1+91.45 has been moved to STA. 1+96.45 due to an existing power line. The hydrant has been set on a concrete block that is approx. 2' by 2'.
PW-Main inspection
Informational
05/17/2018
Brice Lawson 01/30/2018 4:04 PM Precision has installed 8" C900 PVC water main on line 1-1 from approx. STA. 2+60 to approx. STA. 3+52. An 8" Tee and 8" Mueller gate valve were installed with the valve on the west side of the tee. The 8" C900 water line has been installed from STA. 5+40 to approx. STA. 6+98.1. The pipe was connected to the tee fitting at STA. 6+98.1. The pipe is being bedded and covered with clean rock. The tracer wire is being taped to the top of the pipe. It is difficult to verify that the water line is being placed as shown on plans as there are very few off set stakes and no F/L elevations for the water main.
PW-Main inspection
Informational
05/17/2018
Brice Lawson 01/31/2018 1:28 PM Precision has installed the water main on line 1-2 from STA. 5+40 to STA.4+66.63. The fire hydrant and 6" gate valve have been installed at STA. 4+78.70. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. The water main is 4' to 5' below existing grade.
PW-Main inspection
Informational
05/17/2018
Brice Lawson 02/02/2018 11:24 AM The water line for line 1-2 has been installed from STA. 3+20 to STA. 1+99. The 8" C900 water pipe is being installed on a bed of clean rock. The tracer wire has been installed above it. The 45 degree bends have been installed and the bolts have been sprayed with under coating. The fittings have been wrapped with poly wrap and sealed with tape. It appears that the end of the sanitary service stub for lot 24 does not extend to the north side of the water line. I asked Jake with Precision if they would want to extend this now while they know where the lines are. He is going to check with the developer.
PW-Main inspection
Informational
05/17/2018
Brice Lawson 02/07/2018 3:07 PM Precision has installed the 8" PVC water main from the tee fitting at STA. 6+98.91 to approx. STA. 9+89.00. The 8" Mueller 2361 gate valve was installed at STA. 6+98.91 on the south side of the tee fitting. The tee fitting has been installed at STA.7+90.54. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. Epoxy splice connectors are being used.
PW-Main inspection
Informational
05/17/2018
Brice Lawson 02/08/2018 5:21 PM The 8" C900 warter main has been installed from STA. 9+89 to STA. 12+00. This section of water main was installed and backfilled before it was inspected. It appears tracer wire was installed with this pipe. It appears that the marker tape has been installed. This section of water main trench was being backfilled and the soil was being compacted with a sheepsfoot compactor. KC Testing was on site performing compaction testing on the trench backfill. The tester informed me that the test are passing and that the compaction efforts appear to be proper. The contractor has excavated a trench to install the water main from STA. 12+00 to STA. 14+16.58. I informed the contractor that the trench looks too deep according to the proposed fill on the plans. He checked his grade and confirmed that the trench was excavated too deep. He plans to backfill the trench and get compaction tests performed on the fill. I will be off on vacation the next couple days and Tom Chandler will be covering this project. Tom came out to the site today and I informed him of what is going on with the water main trench. He is aware of this issue.
PW-Main inspection
Informational
05/17/2018
Backfield and tested from station 12+00 to station 14+10. Will install water later today.
PW-Main inspection
Informational
05/17/2018
Tom Chandler 02/09/2018 3:59 PM Installed from station 12+00 up to station 14+10. Will install hydrant and thrust restraints on 2/12/2018.
PW-Main inspection
Informational
05/17/2018
Tom Chandler 02/12/2018 4:24 PM Was working on some hydrants today. Did not really get much done on them. Planning on pouring thrust restraints on 02/13/2018.
PW-Main inspection
Informational
05/17/2018
Brice Lawson 02/13/2018 3:33 PM Precision is working on installing the water main and fire hydrant for water line 1-2 near STA. 13+96.94. They let me know that they will not have 42" of cover over the main at the tee for the hydrant. They also dont think that the hydrant will stand plumb. I suggested that they talk to the design engineer about these issues. I also suggested getting survey stakes that show finish grade elevations and top of water main elevation so the water main elevation could be verified on site.
PW-Main inspection
Informational
05/17/2018
Brice Lawson 04/10/2018 3:32 PM A revision to water line 1-2 dated 4/5/18 was submitted, approved and delivered to the contractor. The revision includes moving the water line to the east at the southeast side of the south cul-de-sac.
PW-Main inspection
Informational
05/17/2018
Brice Lawson 04/13/2018 4:26 PM Precision is working on installing water line 1-2 near STA. 13.99. They are planning to work tomorrow depending on the weather. They did not give me proper notice to work overtime. Bryan plans to come by the job site tomorrow.
PW-Main inspection
Informational
05/17/2018
Brice Lawson 04/17/2018 7:38 AM Precision has installed the remainder of the water main for water line 1-2 from STA. 13+86 to STA. 14+17.08. The fire hydrant has been installed at STA. 13+99. It appears that the pipe has been bedded and covered in clean rock. It appears that the tracer wire has been installed over the pipe. The DI fittings have been wrapped in poly encasement. The thrust blocks have been installed at the fire hydrant and tee fitting at STA. 13+99. The thrust block has been installed on the end of the line cap at STA. 14+17.08. The thrust blocks have been installed on the 45 degree bends at STA. 13+86.29, STA. 13+13.67. The pipe and thrust blocks were covered with rock when I arrived on site. I saw the fittings and tracer wire on 4/16/18.
PW-Main inspection
Informational
05/17/2018
Brice Lawson 04/17/2018 3:24 PM Precision has installed the thrust blocks on the 45 bends at STA. 11+99.58 and STA. 12+59.91 on water line 1-2. They were working on backfilling the water line in the south cul-de-sac. They are excavating the pit for the water tie-in that is scheduled for tomorrow. The tie-in location is at STA. 1+12.23 on water line 1-2. It appears that the contractor has the corrects water main appurtenances to perform the tie-in.
PW-Main inspection
Informational
05/17/2018
Tom Chandler 04/18/2018 3:41 PM Water tie-in has been completed. Water department came back out to put water main back in service and flush the line. Contractor poured thrust blocks for the tee and bend as well. New valve installed is closed as well.
PW-Main inspection
Informational
05/17/2018
Matt Munger 04/18/2018 10:15 AM I observed the Contractors cut in the tee, I observed them swab the fittings and pipe with bleach. I left before the water was turned back on but Tom C. was on site to oversee the work.
PW-Main inspection
Informational
05/17/2018
Brice Lawson 04/27/2018 9:57 AM Precision has requested to fill the new water main that has been constructed with water to get the air out of the mains in preparation for the hydrostatic test. Some of the valve boxes need to be cut down to access the operating nut. The excavation pit at the tie-in location needs to be partially backfilled so I can access the valve. The contractor verified that the bolts on the retainer gland need to be tightened where the retainer gland attaches to the temporary cap on the end of the water main. The temporary cap is near the proposed tie-in location at STA.1+00 on water line 1-1. They plan to take care of these items and call back to schedule the filling of the water main.
PW-Main inspection
Corrective Action Required
05/17/2018
Brice Lawson 04/27/2018 4:27 PM The new water main was slowly filled and flushed at each fire hydrant to get the air out of the line in preparation for the hydrostatic test. When the line filled up a leak was noticed where the temporary cap was installed near the proposed tie-in at STA. 1+00 on water line 1-1. The valve that isolates the new water main from the existing water main was closed after the new water line was filled and flushed to remove air. The contractor noticed that the all-thread securing the cap was not properly secured. The contractor is working on making the corrections to the cap. Make proper corrections to the water main where it was leaking
PW-Main inspection
Corrective Action Required
05/17/2018
Brice Lawson 05/02/2018 2:05 PM Verify the depth of water line at STA. 14+06 located southeast of CI to verify that the water main has the proper cover. There is a revised sheet 01RC-CR-WA-03.
PW-Main inspection
Informational
05/17/2018
Brice Lawson 05/03/2018 11:36 AM Precision is excavating an area near the end of water line 1-2 in preparation for the construction tap installation. The plan too have 4 construction taps in stalled on the new water main at this site in order to disenfect the water line and locations to collect bacterial samples.
PW-Main inspection
Informational
05/17/2018
Brice Lawson 05/03/2018 4:46 PM Precision was in the process of excavating a trench near STA. 6+95 on water line 1-2 to prep for a proposed construction tap on the water main.
PW-Main inspection
Informational
05/17/2018
John DiMauro 05/17/2018 2:40 PM A high velocity flush was done on the water line. Hydrant's 64-004, 64-006 & valve # 139399 were opened completely up. The line was flushed at high velocity for 10 minutes.
PW-Main inspection
Informational
06/04/2018
John DiMauro 06/01/2018 On Friday afternoon the Precision crew chlorinated the water line. The crew ran out of chlorine before we could get an acceptable reading so they plan to re-chlorinate on Monday morning 6/4/18.
Water Line - Construction Inspection Partial 6/4/2018 at 9:45 AM 06/04/2018
PW-Main inspection
Informational
06/04/2018
Brice Lawson 01/29/2018 3:10 PM The contractor has began installing the 8" PVC water main for water main 1-1 from approx. STA. 1+36 towards the east. The pipe is being bedded in clean rock. The fire hydrant at STA. 1+91.45 has been moved to STA. 1+96.45 due to an existing power line. The hydrant has been set on a concrete block that is approx. 2' by 2'.
PW-Main inspection
Informational
06/04/2018
Brice Lawson 01/30/2018 4:04 PM Precision has installed 8" C900 PVC water main on line 1-1 from approx. STA. 2+60 to approx. STA. 3+52. An 8" Tee and 8" Mueller gate valve were installed with the valve on the west side of the tee. The 8" C900 water line has been installed from STA. 5+40 to approx. STA. 6+98.1. The pipe was connected to the tee fitting at STA. 6+98.1. The pipe is being bedded and covered with clean rock. The tracer wire is being taped to the top of the pipe. It is difficult to verify that the water line is being placed as shown on plans as there are very few off set stakes and no F/L elevations for the water main.
PW-Main inspection
Informational
06/04/2018
Brice Lawson 01/31/2018 1:28 PM Precision has installed the water main on line 1-2 from STA. 5+40 to STA.4+66.63. The fire hydrant and 6" gate valve have been installed at STA. 4+78.70. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. The water main is 4' to 5' below existing grade.
PW-Main inspection
Informational
06/04/2018
Brice Lawson 02/02/2018 11:24 AM The water line for line 1-2 has been installed from STA. 3+20 to STA. 1+99. The 8" C900 water pipe is being installed on a bed of clean rock. The tracer wire has been installed above it. The 45 degree bends have been installed and the bolts have been sprayed with under coating. The fittings have been wrapped with poly wrap and sealed with tape. It appears that the end of the sanitary service stub for lot 24 does not extend to the north side of the water line. I asked Jake with Precision if they would want to extend this now while they know where the lines are. He is going to check with the developer.
PW-Main inspection
Informational
06/04/2018
Brice Lawson 02/07/2018 3:07 PM Precision has installed the 8" PVC water main from the tee fitting at STA. 6+98.91 to approx. STA. 9+89.00. The 8" Mueller 2361 gate valve was installed at STA. 6+98.91 on the south side of the tee fitting. The tee fitting has been installed at STA.7+90.54. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. Epoxy splice connectors are being used.
PW-Main inspection
Informational
06/04/2018
Brice Lawson 02/08/2018 5:21 PM The 8" C900 warter main has been installed from STA. 9+89 to STA. 12+00. This section of water main was installed and backfilled before it was inspected. It appears tracer wire was installed with this pipe. It appears that the marker tape has been installed. This section of water main trench was being backfilled and the soil was being compacted with a sheepsfoot compactor. KC Testing was on site performing compaction testing on the trench backfill. The tester informed me that the test are passing and that the compaction efforts appear to be proper. The contractor has excavated a trench to install the water main from STA. 12+00 to STA. 14+16.58. I informed the contractor that the trench looks too deep according to the proposed fill on the plans. He checked his grade and confirmed that the trench was excavated too deep. He plans to backfill the trench and get compaction tests performed on the fill. I will be off on vacation the next couple days and Tom Chandler will be covering this project. Tom came out to the site today and I informed him of what is going on with the water main trench. He is aware of this issue.
PW-Main inspection
Informational
06/04/2018
Backfield and tested from station 12+00 to station 14+10. Will install water later today.
PW-Main inspection
Informational
06/04/2018
Tom Chandler 02/09/2018 3:59 PM Installed from station 12+00 up to station 14+10. Will install hydrant and thrust restraints on 2/12/2018.
PW-Main inspection
Informational
06/04/2018
Tom Chandler 02/12/2018 4:24 PM Was working on some hydrants today. Did not really get much done on them. Planning on pouring thrust restraints on 02/13/2018.
PW-Main inspection
Informational
06/04/2018
Brice Lawson 02/13/2018 3:33 PM Precision is working on installing the water main and fire hydrant for water line 1-2 near STA. 13+96.94. They let me know that they will not have 42" of cover over the main at the tee for the hydrant. They also dont think that the hydrant will stand plumb. I suggested that they talk to the design engineer about these issues. I also suggested getting survey stakes that show finish grade elevations and top of water main elevation so the water main elevation could be verified on site.
PW-Main inspection
Informational
06/04/2018
Brice Lawson 04/10/2018 3:32 PM A revision to water line 1-2 dated 4/5/18 was submitted, approved and delivered to the contractor. The revision includes moving the water line to the east at the southeast side of the south cul-de-sac.
PW-Main inspection
Informational
06/04/2018
Brice Lawson 04/13/2018 4:26 PM Precision is working on installing water line 1-2 near STA. 13.99. They are planning to work tomorrow depending on the weather. They did not give me proper notice to work overtime. Bryan plans to come by the job site tomorrow.
PW-Main inspection
Informational
06/04/2018
Brice Lawson 04/17/2018 7:38 AM Precision has installed the remainder of the water main for water line 1-2 from STA. 13+86 to STA. 14+17.08. The fire hydrant has been installed at STA. 13+99. It appears that the pipe has been bedded and covered in clean rock. It appears that the tracer wire has been installed over the pipe. The DI fittings have been wrapped in poly encasement. The thrust blocks have been installed at the fire hydrant and tee fitting at STA. 13+99. The thrust block has been installed on the end of the line cap at STA. 14+17.08. The thrust blocks have been installed on the 45 degree bends at STA. 13+86.29, STA. 13+13.67. The pipe and thrust blocks were covered with rock when I arrived on site. I saw the fittings and tracer wire on 4/16/18.
PW-Main inspection
Informational
06/04/2018
Brice Lawson 04/17/2018 3:24 PM Precision has installed the thrust blocks on the 45 bends at STA. 11+99.58 and STA. 12+59.91 on water line 1-2. They were working on backfilling the water line in the south cul-de-sac. They are excavating the pit for the water tie-in that is scheduled for tomorrow. The tie-in location is at STA. 1+12.23 on water line 1-2. It appears that the contractor has the corrects water main appurtenances to perform the tie-in.
PW-Main inspection
Informational
06/04/2018
Tom Chandler 04/18/2018 3:41 PM Water tie-in has been completed. Water department came back out to put water main back in service and flush the line. Contractor poured thrust blocks for the tee and bend as well. New valve installed is closed as well.
PW-Main inspection
Informational
06/04/2018
Matt Munger 04/18/2018 10:15 AM I observed the Contractors cut in the tee, I observed them swab the fittings and pipe with bleach. I left before the water was turned back on but Tom C. was on site to oversee the work.
PW-Main inspection
Informational
06/04/2018
Brice Lawson 04/27/2018 9:57 AM Precision has requested to fill the new water main that has been constructed with water to get the air out of the mains in preparation for the hydrostatic test. Some of the valve boxes need to be cut down to access the operating nut. The excavation pit at the tie-in location needs to be partially backfilled so I can access the valve. The contractor verified that the bolts on the retainer gland need to be tightened where the retainer gland attaches to the temporary cap on the end of the water main. The temporary cap is near the proposed tie-in location at STA.1+00 on water line 1-1. They plan to take care of these items and call back to schedule the filling of the water main.
PW-Main inspection
Corrective Action Required
06/04/2018
Brice Lawson 04/27/2018 4:27 PM The new water main was slowly filled and flushed at each fire hydrant to get the air out of the line in preparation for the hydrostatic test. When the line filled up a leak was noticed where the temporary cap was installed near the proposed tie-in at STA. 1+00 on water line 1-1. The valve that isolates the new water main from the existing water main was closed after the new water line was filled and flushed to remove air. The contractor noticed that the all-thread securing the cap was not properly secured. The contractor is working on making the corrections to the cap. Make proper corrections to the water main where it was leaking
PW-Main inspection
Corrective Action Required
06/04/2018
Brice Lawson 05/02/2018 2:05 PM Verify the depth of water line at STA. 14+06 located southeast of CI to verify that the water main has the proper cover. There is a revised sheet 01RC-CR-WA-03.
PW-Main inspection
Informational
06/04/2018
Brice Lawson 05/03/2018 11:36 AM Precision is excavating an area near the end of water line 1-2 in preparation for the construction tap installation. The plan too have 4 construction taps in stalled on the new water main at this site in order to disenfect the water line and locations to collect bacterial samples.
PW-Main inspection
Informational
06/04/2018
Brice Lawson 05/03/2018 4:46 PM Precision was in the process of excavating a trench near STA. 6+95 on water line 1-2 to prep for a proposed construction tap on the water main.
PW-Main inspection
Informational
06/04/2018
John DiMauro 05/17/2018 2:40 PM A high velocity flush was done on the water line. Hydrant's 64-004, 64-006 & valve # 139399 were opened completely up. The line was flushed at high velocity for 10 minutes.
PW-Main inspection
Informational
06/04/2018
John DiMauro 06/01/2018 On Friday afternoon the Precision crew chlorinated the water line. The crew ran out of chlorine before we could get an acceptable reading so they plan to re-chlorinate on Monday morning 6/4/18.
PW-Main inspection
Informational
06/04/2018
John DiMauro 06/04/2018 11:25 AM The Precision crew completed the chlorination of the water line this morning. I verified the chlorine amount on the test application. The crew will de-chlorinate and flush the line tomorrow after the line has sat for 24 hours.
Water Line - Construction Inspection Partial 6/5/2018 at 12:15 PM 06/05/2018
PW-Main inspection
Informational
06/04/2018
Brice Lawson 01/29/2018 3:10 PM The contractor has began installing the 8" PVC water main for water main 1-1 from approx. STA. 1+36 towards the east. The pipe is being bedded in clean rock. The fire hydrant at STA. 1+91.45 has been moved to STA. 1+96.45 due to an existing power line. The hydrant has been set on a concrete block that is approx. 2' by 2'.
PW-Main inspection
Informational
06/04/2018
Brice Lawson 01/30/2018 4:04 PM Precision has installed 8" C900 PVC water main on line 1-1 from approx. STA. 2+60 to approx. STA. 3+52. An 8" Tee and 8" Mueller gate valve were installed with the valve on the west side of the tee. The 8" C900 water line has been installed from STA. 5+40 to approx. STA. 6+98.1. The pipe was connected to the tee fitting at STA. 6+98.1. The pipe is being bedded and covered with clean rock. The tracer wire is being taped to the top of the pipe. It is difficult to verify that the water line is being placed as shown on plans as there are very few off set stakes and no F/L elevations for the water main.
PW-Main inspection
Informational
06/04/2018
Brice Lawson 01/31/2018 1:28 PM Precision has installed the water main on line 1-2 from STA. 5+40 to STA.4+66.63. The fire hydrant and 6" gate valve have been installed at STA. 4+78.70. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. The water main is 4' to 5' below existing grade.
PW-Main inspection
Informational
06/04/2018
Brice Lawson 02/02/2018 11:24 AM The water line for line 1-2 has been installed from STA. 3+20 to STA. 1+99. The 8" C900 water pipe is being installed on a bed of clean rock. The tracer wire has been installed above it. The 45 degree bends have been installed and the bolts have been sprayed with under coating. The fittings have been wrapped with poly wrap and sealed with tape. It appears that the end of the sanitary service stub for lot 24 does not extend to the north side of the water line. I asked Jake with Precision if they would want to extend this now while they know where the lines are. He is going to check with the developer.
PW-Main inspection
Informational
06/04/2018
Brice Lawson 02/07/2018 3:07 PM Precision has installed the 8" PVC water main from the tee fitting at STA. 6+98.91 to approx. STA. 9+89.00. The 8" Mueller 2361 gate valve was installed at STA. 6+98.91 on the south side of the tee fitting. The tee fitting has been installed at STA.7+90.54. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. Epoxy splice connectors are being used.
PW-Main inspection
Informational
06/04/2018
Brice Lawson 02/08/2018 5:21 PM The 8" C900 warter main has been installed from STA. 9+89 to STA. 12+00. This section of water main was installed and backfilled before it was inspected. It appears tracer wire was installed with this pipe. It appears that the marker tape has been installed. This section of water main trench was being backfilled and the soil was being compacted with a sheepsfoot compactor. KC Testing was on site performing compaction testing on the trench backfill. The tester informed me that the test are passing and that the compaction efforts appear to be proper. The contractor has excavated a trench to install the water main from STA. 12+00 to STA. 14+16.58. I informed the contractor that the trench looks too deep according to the proposed fill on the plans. He checked his grade and confirmed that the trench was excavated too deep. He plans to backfill the trench and get compaction tests performed on the fill. I will be off on vacation the next couple days and Tom Chandler will be covering this project. Tom came out to the site today and I informed him of what is going on with the water main trench. He is aware of this issue.
PW-Main inspection
Informational
06/04/2018
Backfield and tested from station 12+00 to station 14+10. Will install water later today.
PW-Main inspection
Informational
06/04/2018
Tom Chandler 02/09/2018 3:59 PM Installed from station 12+00 up to station 14+10. Will install hydrant and thrust restraints on 2/12/2018.
PW-Main inspection
Informational
06/04/2018
Tom Chandler 02/12/2018 4:24 PM Was working on some hydrants today. Did not really get much done on them. Planning on pouring thrust restraints on 02/13/2018.
PW-Main inspection
Informational
06/04/2018
Brice Lawson 02/13/2018 3:33 PM Precision is working on installing the water main and fire hydrant for water line 1-2 near STA. 13+96.94. They let me know that they will not have 42" of cover over the main at the tee for the hydrant. They also dont think that the hydrant will stand plumb. I suggested that they talk to the design engineer about these issues. I also suggested getting survey stakes that show finish grade elevations and top of water main elevation so the water main elevation could be verified on site.
PW-Main inspection
Informational
06/04/2018
Brice Lawson 04/10/2018 3:32 PM A revision to water line 1-2 dated 4/5/18 was submitted, approved and delivered to the contractor. The revision includes moving the water line to the east at the southeast side of the south cul-de-sac.
PW-Main inspection
Informational
06/04/2018
Brice Lawson 04/13/2018 4:26 PM Precision is working on installing water line 1-2 near STA. 13.99. They are planning to work tomorrow depending on the weather. They did not give me proper notice to work overtime. Bryan plans to come by the job site tomorrow.
PW-Main inspection
Informational
06/04/2018
Brice Lawson 04/17/2018 7:38 AM Precision has installed the remainder of the water main for water line 1-2 from STA. 13+86 to STA. 14+17.08. The fire hydrant has been installed at STA. 13+99. It appears that the pipe has been bedded and covered in clean rock. It appears that the tracer wire has been installed over the pipe. The DI fittings have been wrapped in poly encasement. The thrust blocks have been installed at the fire hydrant and tee fitting at STA. 13+99. The thrust block has been installed on the end of the line cap at STA. 14+17.08. The thrust blocks have been installed on the 45 degree bends at STA. 13+86.29, STA. 13+13.67. The pipe and thrust blocks were covered with rock when I arrived on site. I saw the fittings and tracer wire on 4/16/18.
PW-Main inspection
Informational
06/04/2018
Brice Lawson 04/17/2018 3:24 PM Precision has installed the thrust blocks on the 45 bends at STA. 11+99.58 and STA. 12+59.91 on water line 1-2. They were working on backfilling the water line in the south cul-de-sac. They are excavating the pit for the water tie-in that is scheduled for tomorrow. The tie-in location is at STA. 1+12.23 on water line 1-2. It appears that the contractor has the corrects water main appurtenances to perform the tie-in.
PW-Main inspection
Informational
06/04/2018
Tom Chandler 04/18/2018 3:41 PM Water tie-in has been completed. Water department came back out to put water main back in service and flush the line. Contractor poured thrust blocks for the tee and bend as well. New valve installed is closed as well.
PW-Main inspection
Informational
06/04/2018
Matt Munger 04/18/2018 10:15 AM I observed the Contractors cut in the tee, I observed them swab the fittings and pipe with bleach. I left before the water was turned back on but Tom C. was on site to oversee the work.
PW-Main inspection
Informational
06/04/2018
Brice Lawson 04/27/2018 9:57 AM Precision has requested to fill the new water main that has been constructed with water to get the air out of the mains in preparation for the hydrostatic test. Some of the valve boxes need to be cut down to access the operating nut. The excavation pit at the tie-in location needs to be partially backfilled so I can access the valve. The contractor verified that the bolts on the retainer gland need to be tightened where the retainer gland attaches to the temporary cap on the end of the water main. The temporary cap is near the proposed tie-in location at STA.1+00 on water line 1-1. They plan to take care of these items and call back to schedule the filling of the water main.
PW-Main inspection
Corrective Action Required
06/04/2018
Brice Lawson 04/27/2018 4:27 PM The new water main was slowly filled and flushed at each fire hydrant to get the air out of the line in preparation for the hydrostatic test. When the line filled up a leak was noticed where the temporary cap was installed near the proposed tie-in at STA. 1+00 on water line 1-1. The valve that isolates the new water main from the existing water main was closed after the new water line was filled and flushed to remove air. The contractor noticed that the all-thread securing the cap was not properly secured. The contractor is working on making the corrections to the cap. Make proper corrections to the water main where it was leaking
PW-Main inspection
Corrective Action Required
06/04/2018
Brice Lawson 05/02/2018 2:05 PM Verify the depth of water line at STA. 14+06 located southeast of CI to verify that the water main has the proper cover. There is a revised sheet 01RC-CR-WA-03.
PW-Main inspection
Informational
06/04/2018
Brice Lawson 05/03/2018 11:36 AM Precision is excavating an area near the end of water line 1-2 in preparation for the construction tap installation. The plan too have 4 construction taps in stalled on the new water main at this site in order to disenfect the water line and locations to collect bacterial samples.
PW-Main inspection
Informational
06/04/2018
Brice Lawson 05/03/2018 4:46 PM Precision was in the process of excavating a trench near STA. 6+95 on water line 1-2 to prep for a proposed construction tap on the water main.
PW-Main inspection
Informational
06/04/2018
John DiMauro 05/17/2018 2:40 PM A high velocity flush was done on the water line. Hydrant's 64-004, 64-006 & valve # 139399 were opened completely up. The line was flushed at high velocity for 10 minutes.
PW-Main inspection
Informational
06/04/2018
John DiMauro 06/01/2018 On Friday afternoon the Precision crew chlorinated the water line. The crew ran out of chlorine before we could get an acceptable reading so they plan to re-chlorinate on Monday morning 6/4/18.
PW-Main inspection
Informational
06/04/2018
John DiMauro 06/04/2018 11:25 AM The Precision crew completed the chlorination of the water line this morning. I verified the chlorine amount on the test application. The crew will de-chlorinate and flush the line tomorrow after the line has sat for 24 hours.
PW-Main inspection
Informational
06/05/2018
John DiMauro 06/05/2018 4:00 PM The Precision crew is performing the high velocity flush of the water line. The line will be flushed until it reaches below the acceptable chlorine level then sit until samples can be collected and delivered to the lab tomorrow.
Water Line - Coliform Test 1 Passed 6/6/2018 at 7:40 AM 06/08/2018
PW-Misc
Informational
06/08/2018
Collected the water line samples and delivered them to Blue Valley Labs. Will know the results in 24 hours after delivery.
PW-Misc
Informational
06/08/2018
The day 1 samples passed.
Water Line - Coliform Test 2 Passed 6/7/2018 at 8:45 AM 06/15/2018
PW-Misc
Informational
06/08/2018
I collected the day 2 water samples yesterday and delivered them to Blue Valley Labs. We will know the test results today 6/8/18.
Water Line - Construction Inspection Partial 6/15/2018 at 11:00 AM 06/18/2018
PW-Main inspection
Informational
06/05/2018
Brice Lawson 01/29/2018 3:10 PM The contractor has began installing the 8" PVC water main for water main 1-1 from approx. STA. 1+36 towards the east. The pipe is being bedded in clean rock. The fire hydrant at STA. 1+91.45 has been moved to STA. 1+96.45 due to an existing power line. The hydrant has been set on a concrete block that is approx. 2' by 2'.
PW-Main inspection
Informational
06/05/2018
Brice Lawson 01/30/2018 4:04 PM Precision has installed 8" C900 PVC water main on line 1-1 from approx. STA. 2+60 to approx. STA. 3+52. An 8" Tee and 8" Mueller gate valve were installed with the valve on the west side of the tee. The 8" C900 water line has been installed from STA. 5+40 to approx. STA. 6+98.1. The pipe was connected to the tee fitting at STA. 6+98.1. The pipe is being bedded and covered with clean rock. The tracer wire is being taped to the top of the pipe. It is difficult to verify that the water line is being placed as shown on plans as there are very few off set stakes and no F/L elevations for the water main.
PW-Main inspection
Informational
06/05/2018
Brice Lawson 01/31/2018 1:28 PM Precision has installed the water main on line 1-2 from STA. 5+40 to STA.4+66.63. The fire hydrant and 6" gate valve have been installed at STA. 4+78.70. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. The water main is 4' to 5' below existing grade.
PW-Main inspection
Informational
06/05/2018
Brice Lawson 02/02/2018 11:24 AM The water line for line 1-2 has been installed from STA. 3+20 to STA. 1+99. The 8" C900 water pipe is being installed on a bed of clean rock. The tracer wire has been installed above it. The 45 degree bends have been installed and the bolts have been sprayed with under coating. The fittings have been wrapped with poly wrap and sealed with tape. It appears that the end of the sanitary service stub for lot 24 does not extend to the north side of the water line. I asked Jake with Precision if they would want to extend this now while they know where the lines are. He is going to check with the developer.
PW-Main inspection
Informational
06/05/2018
Brice Lawson 02/07/2018 3:07 PM Precision has installed the 8" PVC water main from the tee fitting at STA. 6+98.91 to approx. STA. 9+89.00. The 8" Mueller 2361 gate valve was installed at STA. 6+98.91 on the south side of the tee fitting. The tee fitting has been installed at STA.7+90.54. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. Epoxy splice connectors are being used.
PW-Main inspection
Informational
06/05/2018
Brice Lawson 02/08/2018 5:21 PM The 8" C900 warter main has been installed from STA. 9+89 to STA. 12+00. This section of water main was installed and backfilled before it was inspected. It appears tracer wire was installed with this pipe. It appears that the marker tape has been installed. This section of water main trench was being backfilled and the soil was being compacted with a sheepsfoot compactor. KC Testing was on site performing compaction testing on the trench backfill. The tester informed me that the test are passing and that the compaction efforts appear to be proper. The contractor has excavated a trench to install the water main from STA. 12+00 to STA. 14+16.58. I informed the contractor that the trench looks too deep according to the proposed fill on the plans. He checked his grade and confirmed that the trench was excavated too deep. He plans to backfill the trench and get compaction tests performed on the fill. I will be off on vacation the next couple days and Tom Chandler will be covering this project. Tom came out to the site today and I informed him of what is going on with the water main trench. He is aware of this issue.
PW-Main inspection
Informational
06/05/2018
Backfield and tested from station 12+00 to station 14+10. Will install water later today.
PW-Main inspection
Informational
06/05/2018
Tom Chandler 02/09/2018 3:59 PM Installed from station 12+00 up to station 14+10. Will install hydrant and thrust restraints on 2/12/2018.
PW-Main inspection
Informational
06/05/2018
Tom Chandler 02/12/2018 4:24 PM Was working on some hydrants today. Did not really get much done on them. Planning on pouring thrust restraints on 02/13/2018.
PW-Main inspection
Informational
06/05/2018
Brice Lawson 02/13/2018 3:33 PM Precision is working on installing the water main and fire hydrant for water line 1-2 near STA. 13+96.94. They let me know that they will not have 42" of cover over the main at the tee for the hydrant. They also dont think that the hydrant will stand plumb. I suggested that they talk to the design engineer about these issues. I also suggested getting survey stakes that show finish grade elevations and top of water main elevation so the water main elevation could be verified on site.
PW-Main inspection
Informational
06/05/2018
Brice Lawson 04/10/2018 3:32 PM A revision to water line 1-2 dated 4/5/18 was submitted, approved and delivered to the contractor. The revision includes moving the water line to the east at the southeast side of the south cul-de-sac.
PW-Main inspection
Informational
06/05/2018
Brice Lawson 04/13/2018 4:26 PM Precision is working on installing water line 1-2 near STA. 13.99. They are planning to work tomorrow depending on the weather. They did not give me proper notice to work overtime. Bryan plans to come by the job site tomorrow.
PW-Main inspection
Informational
06/05/2018
Brice Lawson 04/17/2018 7:38 AM Precision has installed the remainder of the water main for water line 1-2 from STA. 13+86 to STA. 14+17.08. The fire hydrant has been installed at STA. 13+99. It appears that the pipe has been bedded and covered in clean rock. It appears that the tracer wire has been installed over the pipe. The DI fittings have been wrapped in poly encasement. The thrust blocks have been installed at the fire hydrant and tee fitting at STA. 13+99. The thrust block has been installed on the end of the line cap at STA. 14+17.08. The thrust blocks have been installed on the 45 degree bends at STA. 13+86.29, STA. 13+13.67. The pipe and thrust blocks were covered with rock when I arrived on site. I saw the fittings and tracer wire on 4/16/18.
PW-Main inspection
Informational
06/05/2018
Brice Lawson 04/17/2018 3:24 PM Precision has installed the thrust blocks on the 45 bends at STA. 11+99.58 and STA. 12+59.91 on water line 1-2. They were working on backfilling the water line in the south cul-de-sac. They are excavating the pit for the water tie-in that is scheduled for tomorrow. The tie-in location is at STA. 1+12.23 on water line 1-2. It appears that the contractor has the corrects water main appurtenances to perform the tie-in.
PW-Main inspection
Informational
06/05/2018
Tom Chandler 04/18/2018 3:41 PM Water tie-in has been completed. Water department came back out to put water main back in service and flush the line. Contractor poured thrust blocks for the tee and bend as well. New valve installed is closed as well.
PW-Main inspection
Informational
06/05/2018
Matt Munger 04/18/2018 10:15 AM I observed the Contractors cut in the tee, I observed them swab the fittings and pipe with bleach. I left before the water was turned back on but Tom C. was on site to oversee the work.
PW-Main inspection
Informational
06/05/2018
Brice Lawson 04/27/2018 9:57 AM Precision has requested to fill the new water main that has been constructed with water to get the air out of the mains in preparation for the hydrostatic test. Some of the valve boxes need to be cut down to access the operating nut. The excavation pit at the tie-in location needs to be partially backfilled so I can access the valve. The contractor verified that the bolts on the retainer gland need to be tightened where the retainer gland attaches to the temporary cap on the end of the water main. The temporary cap is near the proposed tie-in location at STA.1+00 on water line 1-1. They plan to take care of these items and call back to schedule the filling of the water main.
PW-Main inspection
Corrective Action Required
06/05/2018
Brice Lawson 04/27/2018 4:27 PM The new water main was slowly filled and flushed at each fire hydrant to get the air out of the line in preparation for the hydrostatic test. When the line filled up a leak was noticed where the temporary cap was installed near the proposed tie-in at STA. 1+00 on water line 1-1. The valve that isolates the new water main from the existing water main was closed after the new water line was filled and flushed to remove air. The contractor noticed that the all-thread securing the cap was not properly secured. The contractor is working on making the corrections to the cap. Make proper corrections to the water main where it was leaking
PW-Main inspection
Corrective Action Required
06/05/2018
Brice Lawson 05/02/2018 2:05 PM Verify the depth of water line at STA. 14+06 located southeast of CI to verify that the water main has the proper cover. There is a revised sheet 01RC-CR-WA-03.
PW-Main inspection
Informational
06/05/2018
Brice Lawson 05/03/2018 11:36 AM Precision is excavating an area near the end of water line 1-2 in preparation for the construction tap installation. The plan too have 4 construction taps in stalled on the new water main at this site in order to disenfect the water line and locations to collect bacterial samples.
PW-Main inspection
Informational
06/05/2018
Brice Lawson 05/03/2018 4:46 PM Precision was in the process of excavating a trench near STA. 6+95 on water line 1-2 to prep for a proposed construction tap on the water main.
PW-Main inspection
Informational
06/05/2018
John DiMauro 05/17/2018 2:40 PM A high velocity flush was done on the water line. Hydrant's 64-004, 64-006 & valve # 139399 were opened completely up. The line was flushed at high velocity for 10 minutes.
PW-Main inspection
Informational
06/05/2018
John DiMauro 06/01/2018 On Friday afternoon the Precision crew chlorinated the water line. The crew ran out of chlorine before we could get an acceptable reading so they plan to re-chlorinate on Monday morning 6/4/18.
PW-Main inspection
Informational
06/05/2018
John DiMauro 06/04/2018 11:25 AM The Precision crew completed the chlorination of the water line this morning. I verified the chlorine amount on the test application. The crew will de-chlorinate and flush the line tomorrow after the line has sat for 24 hours.
PW-Main inspection
Informational
06/05/2018
John DiMauro 06/05/2018 4:00 PM The Precision crew is performing the high velocity flush of the water line. The line will be flushed until it reaches below the acceptable chlorine level then sit until samples can be collected and delivered to the lab tomorrow.
PW-Main inspection
Informational
06/18/2018
Brice Lawson 06/18/2018 2:55 PM On 6/15/18 Schleif Construction performed a tie-in to the existing water main on line 1-1 at STA. 1+00. The existing DI main was cut. The contractor installed a gate valve on the existing line north of the tee fitting and a gate valve on the east side of the tee fitting. The contractor used retainer glands that are for PVC pipe to make the connections on the existind DI water main. I checked with Kevin York at the water dept. who checked with the manufacurer and it was determined that the use of the retainer glands intended for PVC pipe but used on the DI pipe would be fine. The contractor installed a thrust block behind the new tee fitting, wrapped the DI fittings with polywrap and sprayed the bolts with undercoating spray. The water dept. checked the chorine level in the newly constructed isolated water main in this subdivision and at the hydrant in the south cul de sac the chlorine level was 1.54 mg/l and at the hydrant at STA. 4+78.70 the chlorine level was 1.43 mg/l. Evan with the water dept. informed me that one new set of bacterial samples will need to be taken on the new isolated water main in this subdivision due to the fact that it was not pressurized after all bacterial samples had passed. The water dept. shut off the water on the existing main in this area so the tie-in could be performed. The line remained off at the end of the day due to an issue with the newly constructed main not being pressurized.
Water Line - Coliform Test 1 Partial 6/18/2018 at 8:30 AM 06/18/2018
PW-Misc
Informational
06/18/2018
Brice Lawson 06/18/2018 3:13 PM Evan Dolan with the water dept. requested that one set of bacterial samples be taken from the newly isolated water main in this subdivision. This was due to the line not being pressurized after all the required bacterial samples had passed. Arron with Schleif Construction took 3 bacterial samples from the construction taps located in three different areas in the subdivision. One is near the end of the main in the south cul de sac, one is near the end of water line 1-1 and one is just north of STA. 4+78.70. I delivered the water samples to Blue Valley Lab at about 12:00pm.
Water Line - Coliform Test 1 Passed 6/25/2018 06/25/2018
PW-Misc
Informational
06/18/2018
Brice Lawson 06/18/2018 3:13 PM Evan Dolan with the water dept. requested that one set of bacterial samples be taken from the newly isolated water main in this subdivision. This was due to the line not being pressurized after all the required bacterial samples had passed. Arron with Schleif Construction took 3 bacterial samples from the construction taps located in three different areas in the subdivision. One is near the end of the main in the south cul de sac, one is near the end of water line 1-1 and one is just north of STA. 4+78.70. I delivered the water samples to Blue Valley Lab at about 12:00pm.
PW-Misc
Informational
06/25/2018
Brice Lawson 06/25/2018 9:22 AM The bacterial tests passed.
Sanitary Sewer Construction Inspection Partial 6/25/2018 at 2:00 PM 06/26/2018
PW-Main inspection
Partial Correction
04/12/2018
A main inspection has uncovered the following problems.Brice Lawson 04/05/2018 11:26 AM Sags and debris have been identified in the following sanitary line segments. Make proper corrections to these line segments. Coordinate inspections with the inspector for this site. Sag @ 90' to 97' form MH 62-208 to MH 62-207 Debris @ 97' to MH 62-207 Brice Lawson 04/12/2018 4:09 PM/// Ace Pipe Cleaning jetted this line segment and removed the debris. Sag @ MH 62-208 to 8' Sag @ 190' from MH 62-208 to MH 62-209 Sag @ 286' to 292' from MH 64-168 to MH 64-167 Sag @ 238' to 244' from MH 64-168 to 64-167 Complete mandrel testing and infiltration/exfiltration testing on the line segments that the sags were repaired 30 days after backfill completion.
PW-Main inspection
Informational
04/12/2018
Brice Lawson 04/06/2018 12:13 PM Precision is working on repairing the sags between MH 64-168 and MH 64-167. They have excavated down to the pipe and raised it about a 1/4" and chocked in the rock under the pipe at one of the sags and installed bedding rock over the pipe. KCTE Testing is on site to perform compaction testing of the trench backfill.
PW-Main inspection
Informational
04/12/2018
Brice Lawson 04/07/2018 2:43 PM Precision is working on repairing the sags in the sanitary line segments. The two sags between MH 64-168 and MH 64-167 have been repaired. The trenches have been backfilled. KCTE Testing is on site perfoming compaction testing. John let me know that the tests are at least 95% for the trench backfill. Precision has excavated down to the sag just north of MH 62-209. They are in the process of repairing the sag. The pipe has been covered with clean rock after the sag was repaired. They shined a flashlight in the pipe and discoverd there is debris at this sag location.
PW-Main inspection
Informational
04/12/2018
Brice Lawson 04/09/2018 1:15 PM Precision has finished repairing and backfilled the sag @ 190' from MH 62-208 to 62-209. They have repaired the sag @ MH 62-208 to 8'. They have began backfilling and KCTE Testing is on site. Eric with KCTE Testing let Precision know that three tests for this backfill have failed due to moisture content and compaction. They plan to make proper corrections. Precision is excavating the trench to repair the sag at 90' to 97' from MH 62-208 to MH 62-207.
PW-Main inspection
Informational
04/12/2018
Brice Lawson 04/10/2018 11:31 AM Precision has repaired the sag @ 90' to 97' from MH 62-208 to MH 62-207. A water main pipe was encountered that crossed this trench during this repair and the contractor said they bedded the water line with clean rock prior to covering. The pipes have been covered but the trench has not been backfilled.
PW-Main inspection
Informational
04/12/2018
Brice Lawson 04/11/2018 8:29 AM The excavation to repair the sag @ 90' to 97' from MH 62-208 to MH 62-207 was backfilled on 4/10/18. I spoke with KCTE Testing on site and they let me know that the compaction test were passing and the fill was installed in 8" compacted lifts. The sag excavation @ MH 62-208 to 8' is being backfilled now. KCTE Testing is on site and performing compaction testing. It appears that the backfill is being installed and compacted in lifts. Video footage of the sanitary video inspection was loaded onto a thumb drive at the contractors request. I gave the thumb drive to Precision.
PW-Main inspection
Corrective Action Required
04/12/2018
Brice Lawson 04/11/2018 8:34 AM The sanitary line marker tape has not been installed at some of the sag repair locations. The only sag repair location that the marker tape was installed is at the sag locations between MH 64-167 and MH 64-168. I brought this up to Precision and they plan to come back and install the marker tape at a later time. Properly install the marker tape at the sag repair locations.
PW-Main inspection
Corrective Action Required
06/26/2018
Brice Lawson 06/26/2018 7:23 AM On 6/25/18 I noticed sewage running out of a damaged existing 10" city sewer main. The flow was running into a trench and continued to flow from the trench into the downstream pipe. The damaged vcp was damaged approx. 172' downstream of mh #62-003. Aaron Schleif informed me that the line was damaged last tuesday or wednesday. I let him know that the city needs to be notified promptly when city infrastructure is damaged. I Aaron know that the damaged pipe needs to be repaired asap. David Duncan Construction LLC worked until about 7:15pm attempting to make the repair. More pipe was damaged in the process of making the repair and a temporary repair was made until they could get the correct parts tomorrow. David Duncan plans to make the proper repairs tomorrow. I called Tom Stoetart after it was determined that the proper repair could not be made and he let me know that the contractor can make the proper repairs tomorrow. Make proper corrections to the damaged sanitary sewer main.
Grading/Excavation/Fill Inspection Partial 6/25/2018 06/26/2018
PW-Misc
Informational
05/07/2018
Brice Lawson 07/11/2017 4:05 PM Gradeco Construction was working on grading, clearing and grubbing the site. They were working on the north diversion ditch. The road was free of debris.
PW-Misc
Informational
05/07/2018
Brice Lawson 07/12/2017 11:17 AM\ Gradeco Construction has been working separating the brush on site that they piled up. They have installed a diversion ditch on the north end of the site with rock checks in the ditch. They began a fill operation that appears to be on future lots 25 and 26 and east of the storm pipe outlet structure. They said that they have installed approx. 2.5' of fill in this area. They were using a sheeps foot to compact the fill after it was spread. I asked them to stop working on this fill because there was no testing being performed on the lifts of fill. Darrell Vaughn said he would have them stop the fill operation and he was aware that a testing lab should be on site.
PW-Misc
Informational
05/07/2018
Brice Lawson 07/18/2017 1:33 PM Gradeco Construction continues to perform cut and fill operations. It appears that they are working on lots #23 thru #27 and the north cul de sac. It appears that they are installing the material in lifts and compacting it with sheeps foot. They let me know that they are getting commpaction tests on each lift.
PW-Misc
Informational
05/07/2018
Brice Lawson 12/11/2017 4:24 PM The sanitary sewer main and stub trenches have been backfilled to what appears to be existing grade from existing MH at 1+00 on line 1 to MH 1-A1, from MH 1-A1 to MH 1-A2, and from MH 1-A2 to MH 1-A3. The sanitary main and stub trenches from MH 1-A3 to MH 1-A4 are partially backfilled. It appears that the soil is being placed and compacted in the trench in lifts. It appears that the sanitary main and stub trenches from MH 1-A4 to MH 1-B1 are being backfilled and compacted in lifts. KCTE is on site performing moisture/density testing on the trench backfill. They let me know that the moisture/density tests are passing and he has noticed that the large rocks are being culled from the soil and stockpiled. He has not noticed any large rocks being placed in the trench backfill.
PW-Misc
Informational
05/07/2018
Brice Lawson 03/01/2018 11:58 AM The curb stakes have been installed. The contractor is grading the road subgrade. They plan to leave the subgrade about 2" high in case it rains. They plan to get compaction tests done on the fills that were previously installed by Gradeco.
PW-Misc
Informational
05/07/2018
Tom Chandler 03/02/2018 3:48 PM Cutting grade and testing subgrade. KCTE on-site for testing.
PW-Misc
Informational
05/07/2018
Brice Lawson 03/06/2018 2:58 PM Precision is backfilling the trench for sanitary line C. It appears that they are installing the soil and compacting the backfill in lifts with at vibratory sheeps foot. There did not appear to be any large rocks in the material. KCTE Testing is on site to perform moisture/density testing on the trench backfill.
PW-Misc
Informational
05/07/2018
Brice Lawson 03/09/2018 2:45 PM The backfill on sanitary line 1-C has been completed. KCTE testing has tested the remainder of the trench backfill today.
PW-Misc
Informational
05/07/2018
Brice Lawson 04/19/2018 2:01 PM Approx. 95% if the curb has been installed. Precision is in the process of backfilling the curb. It appears that they are using dirt that was previously stockpiled at the southwest corner of the site.
PW-Misc
Informational
05/07/2018
Brice Lawson 04/23/2018 10:22 AM Heartland Midwest has excavated a trench that crossed the proposed Meadowbrook Dr approx. 9' behind the existing back of curb on the east side of Raintree Pkwy. They are adjusting the elevation of existing att&t lines that are in a conduit. They plan to backfill the trench with flowable fill. I informed them that they can use the KC APWA flowable fill and the flowable fill needs to extend to the top of the subgrade and to atleast 1' behind the back of the proposed curb.
PW-Misc
Corrective Action Required
05/07/2018
Brice Lawson 04/25/2018 3:57 PM Correct the project title on the compaction tests that have been submitted.
PW-Misc
Resolved
06/26/2018
Brice Lawson 04/30/2018 3:54 PM Heartland Midwest has filled the utility trench that crosses Meadowbrook Dr. approx. 9' behind the back of the curb on the ease side of Raintree Pkwy. The trench is approx. 5' wide and goes across the entire width of Meadowbrook Dr. The flowable fill was installed approx. 4' in depth and up to what appears will be the top of the soil subgrade for the road. APWA FF Masercell 30 (50+75) flowable fill from Gieger was used to fill the trench. I emailed the developer to submit the mix design and the 7 day and 28 day compressive strength test results for the flowable fill that was used. Once the developer has submitted, verify that the mix design and compressive strength test reports meet spec.
PW-Misc
Corrective Action Required
05/07/2018
Brice Lawson 05/02/2018 2:13 PM Fill material has been installed to backfill the curb and fill the ROW areas. There is deleterious material in the fill such as roots, mulch and large rock. The deleterious material is not a acceptable material for fill. This is located in areas around the new streets in this subdivision. Make proper corrections to the filled areas.
PW-Misc
Resolved
06/26/2018
Brice Lawson 05/07/2018 2:20 PM The flowable fill that has been installed in the utility trench that crosses Meadowbrook Dr approx. 9' behind the existing curb on the east side of Raintree Pkwy has been installed. I spot checked the top of the flowable fill in different area to see if it crushed under the weight of my foot. It appears that the flowable fill has set up hard and it does not crush under foot. The flowable fill at the north end of the trench was installed against a berm that did not appear to be compacted. The berm was installed to create a dam to keep the flowfill from covering the watermain trench. Make proper corrections to the north end of the flowable fill to ensure proper compaction has been accomplished where the flowable fill was placed on/against the berm located at the north end of the flowable fill trench. Brice Lawson 06/26/2018 9:47 AM The contractor said that the existing soil that was against the flowable fill was removed and placed back in compacted lifts.
Sanitary Sewer Construction Inspection Partial 6/26/2018 at 2:00 PM 06/26/2018
PW-Main inspection
Partial Correction
06/26/2018
A main inspection has uncovered the following problems.Brice Lawson 04/05/2018 11:26 AM Sags and debris have been identified in the following sanitary line segments. Make proper corrections to these line segments. Coordinate inspections with the inspector for this site. Sag @ 90' to 97' form MH 62-208 to MH 62-207 Debris @ 97' to MH 62-207 Brice Lawson 04/12/2018 4:09 PM/// Ace Pipe Cleaning jetted this line segment and removed the debris. Sag @ MH 62-208 to 8' Sag @ 190' from MH 62-208 to MH 62-209 Sag @ 286' to 292' from MH 64-168 to MH 64-167 Sag @ 238' to 244' from MH 64-168 to 64-167 Complete mandrel testing and infiltration/exfiltration testing on the line segments that the sags were repaired 30 days after backfill completion.
PW-Main inspection
Informational
06/26/2018
Brice Lawson 04/06/2018 12:13 PM Precision is working on repairing the sags between MH 64-168 and MH 64-167. They have excavated down to the pipe and raised it about a 1/4" and chocked in the rock under the pipe at one of the sags and installed bedding rock over the pipe. KCTE Testing is on site to perform compaction testing of the trench backfill.
PW-Main inspection
Informational
06/26/2018
Brice Lawson 04/07/2018 2:43 PM Precision is working on repairing the sags in the sanitary line segments. The two sags between MH 64-168 and MH 64-167 have been repaired. The trenches have been backfilled. KCTE Testing is on site perfoming compaction testing. John let me know that the tests are at least 95% for the trench backfill. Precision has excavated down to the sag just north of MH 62-209. They are in the process of repairing the sag. The pipe has been covered with clean rock after the sag was repaired. They shined a flashlight in the pipe and discoverd there is debris at this sag location.
PW-Main inspection
Informational
06/26/2018
Brice Lawson 04/09/2018 1:15 PM Precision has finished repairing and backfilled the sag @ 190' from MH 62-208 to 62-209. They have repaired the sag @ MH 62-208 to 8'. They have began backfilling and KCTE Testing is on site. Eric with KCTE Testing let Precision know that three tests for this backfill have failed due to moisture content and compaction. They plan to make proper corrections. Precision is excavating the trench to repair the sag at 90' to 97' from MH 62-208 to MH 62-207.
PW-Main inspection
Informational
06/26/2018
Brice Lawson 04/10/2018 11:31 AM Precision has repaired the sag @ 90' to 97' from MH 62-208 to MH 62-207. A water main pipe was encountered that crossed this trench during this repair and the contractor said they bedded the water line with clean rock prior to covering. The pipes have been covered but the trench has not been backfilled.
PW-Main inspection
Informational
06/26/2018
Brice Lawson 04/11/2018 8:29 AM The excavation to repair the sag @ 90' to 97' from MH 62-208 to MH 62-207 was backfilled on 4/10/18. I spoke with KCTE Testing on site and they let me know that the compaction test were passing and the fill was installed in 8" compacted lifts. The sag excavation @ MH 62-208 to 8' is being backfilled now. KCTE Testing is on site and performing compaction testing. It appears that the backfill is being installed and compacted in lifts. Video footage of the sanitary video inspection was loaded onto a thumb drive at the contractors request. I gave the thumb drive to Precision.
PW-Main inspection
Corrective Action Required
06/26/2018
Brice Lawson 04/11/2018 8:34 AM The sanitary line marker tape has not been installed at some of the sag repair locations. The only sag repair location that the marker tape was installed is at the sag locations between MH 64-167 and MH 64-168. I brought this up to Precision and they plan to come back and install the marker tape at a later time. Properly install the marker tape at the sag repair locations.
PW-Main inspection
Corrective Action Required
06/26/2018
Brice Lawson 06/26/2018 7:23 AM On 6/25/18 I noticed sewage running out of a damaged existing 10" city sewer main. The flow was running into a trench and continued to flow from the trench into the downstream pipe. The damaged vcp was damaged approx. 172' downstream of mh #62-003. Aaron Schleif informed me that the line was damaged last tuesday or wednesday. I let him know that the city needs to be notified promptly when city infrastructure is damaged. I Aaron know that the damaged pipe needs to be repaired asap. David Duncan Construction LLC worked until about 7:15pm attempting to make the repair. More pipe was damaged in the process of making the repair and a temporary repair was made until they could get the correct parts tomorrow. David Duncan plans to make the proper repairs tomorrow. I called Tom Stoetart after it was determined that the proper repair could not be made and he let me know that the contractor can make the proper repairs tomorrow. Make proper corrections to the damaged sanitary sewer main. Brice Lawson 06/26/2018 4:01 PM At 10:00 there has been no further work completed to properly repair the VCP sanitary sewer main. I called David Duncan to see why they were no here completing the repair. He did not answer, I left a V/M to call me. I also called Jake Jackson to see if he knew when the pipe was going to be repaired. He said he would call me back. Brice Lawson 06/26/2018 4:14 PM At about 2pm I had not heard anything from Jake. I called and he said he would look into getting the parts for the repair. Jake came to the site and he let me know that they planned to repair the damaged pipe tomorrow morning.
Sanitary Sewer Construction Inspection Partial 6/27/2018 at 9:30 AM 06/27/2018
PW-Main inspection
Partial Correction
06/26/2018
A main inspection has uncovered the following problems.Brice Lawson 04/05/2018 11:26 AM Sags and debris have been identified in the following sanitary line segments. Make proper corrections to these line segments. Coordinate inspections with the inspector for this site. Sag @ 90' to 97' form MH 62-208 to MH 62-207 Debris @ 97' to MH 62-207 Brice Lawson 04/12/2018 4:09 PM/// Ace Pipe Cleaning jetted this line segment and removed the debris. Sag @ MH 62-208 to 8' Sag @ 190' from MH 62-208 to MH 62-209 Sag @ 286' to 292' from MH 64-168 to MH 64-167 Sag @ 238' to 244' from MH 64-168 to 64-167 Complete mandrel testing and infiltration/exfiltration testing on the line segments that the sags were repaired 30 days after backfill completion.
PW-Main inspection
Informational
06/26/2018
Brice Lawson 04/06/2018 12:13 PM Precision is working on repairing the sags between MH 64-168 and MH 64-167. They have excavated down to the pipe and raised it about a 1/4" and chocked in the rock under the pipe at one of the sags and installed bedding rock over the pipe. KCTE Testing is on site to perform compaction testing of the trench backfill.
PW-Main inspection
Informational
06/26/2018
Brice Lawson 04/07/2018 2:43 PM Precision is working on repairing the sags in the sanitary line segments. The two sags between MH 64-168 and MH 64-167 have been repaired. The trenches have been backfilled. KCTE Testing is on site perfoming compaction testing. John let me know that the tests are at least 95% for the trench backfill. Precision has excavated down to the sag just north of MH 62-209. They are in the process of repairing the sag. The pipe has been covered with clean rock after the sag was repaired. They shined a flashlight in the pipe and discoverd there is debris at this sag location.
PW-Main inspection
Informational
06/26/2018
Brice Lawson 04/09/2018 1:15 PM Precision has finished repairing and backfilled the sag @ 190' from MH 62-208 to 62-209. They have repaired the sag @ MH 62-208 to 8'. They have began backfilling and KCTE Testing is on site. Eric with KCTE Testing let Precision know that three tests for this backfill have failed due to moisture content and compaction. They plan to make proper corrections. Precision is excavating the trench to repair the sag at 90' to 97' from MH 62-208 to MH 62-207.
PW-Main inspection
Informational
06/26/2018
Brice Lawson 04/10/2018 11:31 AM Precision has repaired the sag @ 90' to 97' from MH 62-208 to MH 62-207. A water main pipe was encountered that crossed this trench during this repair and the contractor said they bedded the water line with clean rock prior to covering. The pipes have been covered but the trench has not been backfilled.
PW-Main inspection
Informational
06/26/2018
Brice Lawson 04/11/2018 8:29 AM The excavation to repair the sag @ 90' to 97' from MH 62-208 to MH 62-207 was backfilled on 4/10/18. I spoke with KCTE Testing on site and they let me know that the compaction test were passing and the fill was installed in 8" compacted lifts. The sag excavation @ MH 62-208 to 8' is being backfilled now. KCTE Testing is on site and performing compaction testing. It appears that the backfill is being installed and compacted in lifts. Video footage of the sanitary video inspection was loaded onto a thumb drive at the contractors request. I gave the thumb drive to Precision.
PW-Main inspection
Corrective Action Required
06/26/2018
Brice Lawson 04/11/2018 8:34 AM The sanitary line marker tape has not been installed at some of the sag repair locations. The only sag repair location that the marker tape was installed is at the sag locations between MH 64-167 and MH 64-168. I brought this up to Precision and they plan to come back and install the marker tape at a later time. Properly install the marker tape at the sag repair locations.
PW-Main inspection
Partial Correction
06/27/2018
Brice Lawson 06/26/2018 7:23 AM On 6/25/18 I noticed sewage running out of a damaged existing 10" city sewer main. The flow was running into a trench and continued to flow from the trench into the downstream pipe. The damaged vcp was damaged approx. 172' downstream of mh #62-003. Aaron Schleif informed me that the line was damaged last tuesday or wednesday. I let him know that the city needs to be notified promptly when city infrastructure is damaged. I Aaron know that the damaged pipe needs to be repaired asap. David Duncan Construction LLC worked until about 7:15pm attempting to make the repair. More pipe was damaged in the process of making the repair and a temporary repair was made until they could get the correct parts tomorrow. David Duncan plans to make the proper repairs tomorrow. I called Tom Stoetart after it was determined that the proper repair could not be made and he let me know that the contractor can make the proper repairs tomorrow. Make proper corrections to the damaged sanitary sewer main. Brice Lawson 06/26/2018 4:01 PM At 10:00 there has been no further work completed to properly repair the VCP sanitary sewer main. I called David Duncan to see why they were no here completing the repair. He did not answer, I left a V/M to call me. I also called Jake Jackson to see if he knew when the pipe was going to be repaired. He said he would call me back. Brice Lawson 06/26/2018 4:14 PM At about 2pm I had not heard anything from Jake. I called and he said he would look into getting the parts for the repair. Jake came to the site and he let me know that they planned to repair the damaged pipe tomorrow morning. Brice Lawson 06/27/2018 11:59 AM The damaged 10" VCP has been replaced with approx. 17' of 10" SDR 26 sewer pipe. The connections to the existing VCP at both ends were made with strong back couplers. Brent Dye was on site and had a concern with water movement near the south coupler. He plans to have the water dept. perform a video inspection inside the sewer main around the damaged area to see if there are any problems. He plans to get back with me to let me know if anything is noticed during the video inspection that would need to be corrected. I also answered the contractors questions about the sewer testing, flushing and went over his plan for the proposed work that will be done to the existing manholes that sanitary line C ties into.
Sanitary Sewer - Air Test Partial 6/27/2018 at 9:10 AM 06/27/2018
PW-Misc
Informational
05/31/2018
Brice Lawson 02/15/2018 5:10 PM The following sanitary line segments were are tested: MH 1-A1 to MH 1-A2 Start 4 psi End 4 psi Test Duration 7:34 Test Passed MH 1-A2 to MH 1-A3 Start 4 psi End 3.95 psi Test Duration 7:34 Test Passed MH 1-A3 to MH 1-A4 Start 4 psi End 3.9 Test Duration 7:37 Test Passed
PW-Misc
Informational
05/31/2018
Brice Lawson 02/15/2018 5:20 PM The following sanitary line segments were air tested: MH 1-A4 to MH 1-B1 Start 4.0 psi End 3.95 psi Test Duration 7:34 Test Passed MH 1-A4 to MH 1-A5 Start 4.0 psi End 3.9 psi Test Duration 7:34 Test passed
PW-Misc
Informational
05/31/2018
Brice Lawson 02/23/2018 3:46 PM The following line segments have been tested. MH 1-A5 to MH 1-A6 Test Start 3.95 psi Test End 3.95 psi Test Duration 7:34 Test Passed MH 1-A6 to MH 1-A7 Test Start 3.95 psi Test End 3.95 psi Test Duration 7:34 Test Passed
PW-Misc
Informational
05/31/2018
Brice Lawson 02/26/2018 11:00 AM The air test west performed on the 8" PVC line segment from existing City MH 64-003 to MH 1-A1. Test Start: 3.8 pse Test Ended at 3.8 psi Test Duration 7:34 min. Test Passed
PW-Sanitary Sewer Testing
Informational
05/31/2018
Sanitary sewer air testing for the section of line that was repaired of sags. Line segment from MH A-7 to A-6 The test began at 4 psi. Test ended at 3.5 psi. Test duration 7:34 Test Passed Line Segment from MH A-4 to A-3 The test began at 3.9 psi. Test ended at 3.7 psi. Test duration 7:34 Test Passed The line Segment from MH A-6 to A-5 will be air tested next week due to problems with the size of the plug and the curve of the invert. The crew will provide a smaller plug to complete the air test.
PW-Misc
Informational
05/31/2018
John DiMauro 05/31/2018 10:07 AM Precision performed the air test on approximately 300'ft of the 12"in sanitary line segment from MH1-C1 to MH1-C2. Test Start: 3.7 PSI Test End: 2.8 PSI Duration: 17:06 Min Test Passed Precision performed the air pressure test on approximately 200'ft of the 8" line segment from MH1-A6 to MH1-A5. Test Start: 3.8 PSI Test End: 3.8 PSI Duration: 7:34 Min Test Passed
PW-Misc
Informational
06/27/2018
Brice Lawson 06/27/2018 12:08 PM I showed up to the site to witness the air testing on sanitary line C. The contractor did not have the equipment to complete the testing. I let him know to call back to reschedule a time to test.
Curb - Proof Roll Passed 6/28/2018 at 10:00 AM 06/28/2018
PW-Misc
Informational
06/28/2018
Brice Lawson 06/28/2018 11:49 AM A proof roll was performed on the base rock for the curb returns at the west end of Meadowbrook Dr at the tie-in to Raintree Pkwy. There was minimal tracking noticed. There did not appear to be rutting or pumping of the base rock. I excavated the base rock down to the geogrid behind the back of curb on the north and south sides of the curb returns to verify the base rock thickness. There appeared to be at least 10" of base rock with geogrid in these two locations.
Sanitary Sewer - Mandrel Partial 6/28/2018 at 8:45 AM 06/28/2018
PW-Misc
Informational
05/30/2018
Brice Lawson 02/27/2018 10:46 AM Precision performed the mandrel test on the 8" line segment from MH 1-A6 to Mh 1-A7. The mandrel was pulled from MH 1-A6 towards MH 1-A7. The mandrel did not pass from the pipe to the invert in MH 1-A7. They are going to make corrections and retest.
PW-Misc
Informational
05/30/2018
A mandrel test was performed on the 8" sanitary sewer line for the areas that were corrected of sags. Percision pulled the mandrel on the line segment's from MH A-6 to A-7, A-6 to A-5 and A-4 to A-3. The mandrel was pulled through the lines with no deflection. I verified that the mandrel was acceptable, 7.37 diameter, 10" length and 9 prongs. Mandrel test passed for these line segments.
PW-Misc
Informational
05/30/2018
John DiMauro 05/30/2018 3:22 PM Precision performed the mandrel test on the new 12"in line installed. A mandrel was pulled on the line segment from MH1-C1 to MH1-C2. The first attempt the mandrel got stuck at the invert at MH1-C2. The crew made adjustments to the invert with a grinder and the second attempt the mandrel pulled through with no deflection. Passing test on this line segment.
PW-Misc
Informational
06/28/2018
Brice Lawson 06/28/2018 11:53 AM The contractor scheduled a mandrel test on sanitary line C. They were not able to perform the test due to an equipment issue. I informed them to call back to reschedule.
Storm - Pipe Partial 6/28/2018 at 10:16 AM 06/28/2018
PW-Main inspection
Partial Correction
06/28/2018
A main inspection has uncovered the following problems. Brice Lawson 04/26/2018 3:59 PM The 15" HDPE storm pipe below CI 1-11D is holding approx. 2.24" of water where it meets the invert. The pipe is not draining properly. Make proper corrections. Brice Lawson 06/28/2018 12:00 PM Approx. 84" of the storm pipe was removed just north of CI 1-11D. A repair band was used to make the correction to the pipe. The repair band appeared to cover two full corrugations on each pipe. The collar was being installed and the invert was being repaired. The contractor has removed part of the curb throat, geogrid and base rock to repair the storm pipe Make proper corrections to the curb throat/curb. geogrid and base rock at CI 1-11D. The 15" HDPE storm pipe below CI 1-20E is not draining properly. It appears to be holding approx. 1.75" of water where the pipe meets the invert. Make proper corrections.
Sanitary Sewer - Mandrel Partial 6/28/2018 at 1:20 PM 06/28/2018
PW-Misc
Informational
06/28/2018
Brice Lawson 02/27/2018 10:46 AM Precision performed the mandrel test on the 8" line segment from MH 1-A6 to Mh 1-A7. The mandrel was pulled from MH 1-A6 towards MH 1-A7. The mandrel did not pass from the pipe to the invert in MH 1-A7. They are going to make corrections and retest.
PW-Misc
Informational
06/28/2018
A mandrel test was performed on the 8" sanitary sewer line for the areas that were corrected of sags. Percision pulled the mandrel on the line segment's from MH A-6 to A-7, A-6 to A-5 and A-4 to A-3. The mandrel was pulled through the lines with no deflection. I verified that the mandrel was acceptable, 7.37 diameter, 10" length and 9 prongs. Mandrel test passed for these line segments.
PW-Misc
Informational
06/28/2018
John DiMauro 05/30/2018 3:22 PM Precision performed the mandrel test on the new 12"in line installed. A mandrel was pulled on the line segment from MH1-C1 to MH1-C2. The first attempt the mandrel got stuck at the invert at MH1-C2. The crew made adjustments to the invert with a grinder and the second attempt the mandrel pulled through with no deflection. Passing test on this line segment.
PW-Misc
Informational
06/28/2018
Brice Lawson 06/28/2018 11:53 AM The contractor scheduled a mandrel test on sanitary line C. They were not able to perform the test due to an equipment issue. I informed them to call back to reschedule.
PW-Misc
Corrective Action Required
06/28/2018
Brice Lawson 06/28/2018 3:30 PM The following mandrel tests were performed with a 10.96" mandrel with 9 prongs. A mandrel test was performed on the 12" sanitary line segment from MH 1-C1 to the existing City MH 64-001. The section of pipe that the mandrel was pulled thru passed the mandrel test. The invert in the existing mh will need to be corrected due to a pipe being removed. Another mandrel test is required to verify that the mandrel can pass from the 12" pipe into the new invert once the invert is installed in MH 64-001. A mandrel test was performed on the new 12" sanitary sewer line segment between MH 1-C2 to existing MH 62-003. The mandrel passed thru this line segment. Another mandrel test is required to verify that the mandrel can pass from the 12" pipe into the new invert once the invert is installed in MH 62-003.
Storm - Pipe Partial 6/28/2018 at 2:01 PM 06/28/2018
PW-Main inspection
Partial Correction
06/28/2018
A main inspection has uncovered the following problems. Brice Lawson 04/26/2018 3:59 PM The 15" HDPE storm pipe below CI 1-11D is holding approx. 2.24" of water where it meets the invert. The pipe is not draining properly. Make proper corrections. Brice Lawson 06/28/2018 12:00 PM Approx. 84" of the storm pipe was removed just north of CI 1-11D. A repair band was used to make the correction to the pipe. The repair band appeared to cover two full corrugations on each pipe. The collar was being installed and the invert was being repaired. The contractor has removed part of the curb throat, geogrid and base rock to repair the storm pipe. The pipe collar and invert has been installed. The hardware cloth has been installed at the weep holes. The trench that was opened up has been backfilled up the the tip of pavement subgrade with flowable fill. Make proper corrections to the curb throat/curb. geogrid and base rock at CI 1-11D. The 15" HDPE storm pipe below CI 1-20E is not draining properly. It appears to be holding approx. 1.75" of water where the pipe meets the invert. Make proper corrections.
Public Curb Inspection Partial 6/28/2018 at 2:21 PM 06/28/2018
Corrective Action Required
04/27/2018
Brice Lawson 04/27/2018 3:04 PM Not all of the contraction joints have been installed in the curb and the curb throats. Make proper corrections. There is honeycombing on the front and the back of the curbs where the curb was hand formed and poured. Make proper corrections where the curb is honeycombed.
Informational
06/28/2018
Brice Lawson 06/28/2018 3:55 PM There are sections of curb on Naultilus PL that have been damaged. The contractor is in the process of removing the sections of curb.
Sanitary Sewer Construction Inspection Partial 6/28/2018 06/29/2018
PW-Main inspection
Partial Correction
06/27/2018
A main inspection has uncovered the following problems.Brice Lawson 04/05/2018 11:26 AM Sags and debris have been identified in the following sanitary line segments. Make proper corrections to these line segments. Coordinate inspections with the inspector for this site. Sag @ 90' to 97' form MH 62-208 to MH 62-207 Debris @ 97' to MH 62-207 Brice Lawson 04/12/2018 4:09 PM/// Ace Pipe Cleaning jetted this line segment and removed the debris. Sag @ MH 62-208 to 8' Sag @ 190' from MH 62-208 to MH 62-209 Sag @ 286' to 292' from MH 64-168 to MH 64-167 Sag @ 238' to 244' from MH 64-168 to 64-167 Complete mandrel testing and infiltration/exfiltration testing on the line segments that the sags were repaired 30 days after backfill completion.
PW-Main inspection
Informational
06/27/2018
Brice Lawson 04/06/2018 12:13 PM Precision is working on repairing the sags between MH 64-168 and MH 64-167. They have excavated down to the pipe and raised it about a 1/4" and chocked in the rock under the pipe at one of the sags and installed bedding rock over the pipe. KCTE Testing is on site to perform compaction testing of the trench backfill.
PW-Main inspection
Informational
06/27/2018
Brice Lawson 04/07/2018 2:43 PM Precision is working on repairing the sags in the sanitary line segments. The two sags between MH 64-168 and MH 64-167 have been repaired. The trenches have been backfilled. KCTE Testing is on site perfoming compaction testing. John let me know that the tests are at least 95% for the trench backfill. Precision has excavated down to the sag just north of MH 62-209. They are in the process of repairing the sag. The pipe has been covered with clean rock after the sag was repaired. They shined a flashlight in the pipe and discoverd there is debris at this sag location.
PW-Main inspection
Informational
06/27/2018
Brice Lawson 04/09/2018 1:15 PM Precision has finished repairing and backfilled the sag @ 190' from MH 62-208 to 62-209. They have repaired the sag @ MH 62-208 to 8'. They have began backfilling and KCTE Testing is on site. Eric with KCTE Testing let Precision know that three tests for this backfill have failed due to moisture content and compaction. They plan to make proper corrections. Precision is excavating the trench to repair the sag at 90' to 97' from MH 62-208 to MH 62-207.
PW-Main inspection
Informational
06/27/2018
Brice Lawson 04/10/2018 11:31 AM Precision has repaired the sag @ 90' to 97' from MH 62-208 to MH 62-207. A water main pipe was encountered that crossed this trench during this repair and the contractor said they bedded the water line with clean rock prior to covering. The pipes have been covered but the trench has not been backfilled.
PW-Main inspection
Informational
06/27/2018
Brice Lawson 04/11/2018 8:29 AM The excavation to repair the sag @ 90' to 97' from MH 62-208 to MH 62-207 was backfilled on 4/10/18. I spoke with KCTE Testing on site and they let me know that the compaction test were passing and the fill was installed in 8" compacted lifts. The sag excavation @ MH 62-208 to 8' is being backfilled now. KCTE Testing is on site and performing compaction testing. It appears that the backfill is being installed and compacted in lifts. Video footage of the sanitary video inspection was loaded onto a thumb drive at the contractors request. I gave the thumb drive to Precision.
PW-Main inspection
Corrective Action Required
06/27/2018
Brice Lawson 04/11/2018 8:34 AM The sanitary line marker tape has not been installed at some of the sag repair locations. The only sag repair location that the marker tape was installed is at the sag locations between MH 64-167 and MH 64-168. I brought this up to Precision and they plan to come back and install the marker tape at a later time. Properly install the marker tape at the sag repair locations.
PW-Main inspection
Partial Correction
06/27/2018
Brice Lawson 06/26/2018 7:23 AM On 6/25/18 I noticed sewage running out of a damaged existing 10" city sewer main. The flow was running into a trench and continued to flow from the trench into the downstream pipe. The damaged vcp was damaged approx. 172' downstream of mh #62-003. Aaron Schleif informed me that the line was damaged last tuesday or wednesday. I let him know that the city needs to be notified promptly when city infrastructure is damaged. I Aaron know that the damaged pipe needs to be repaired asap. David Duncan Construction LLC worked until about 7:15pm attempting to make the repair. More pipe was damaged in the process of making the repair and a temporary repair was made until they could get the correct parts tomorrow. David Duncan plans to make the proper repairs tomorrow. I called Tom Stoetart after it was determined that the proper repair could not be made and he let me know that the contractor can make the proper repairs tomorrow. Make proper corrections to the damaged sanitary sewer main. Brice Lawson 06/26/2018 4:01 PM At 10:00 there has been no further work completed to properly repair the VCP sanitary sewer main. I called David Duncan to see why they were no here completing the repair. He did not answer, I left a V/M to call me. I also called Jake Jackson to see if he knew when the pipe was going to be repaired. He said he would call me back. Brice Lawson 06/26/2018 4:14 PM At about 2pm I had not heard anything from Jake. I called and he said he would look into getting the parts for the repair. Jake came to the site and he let me know that they planned to repair the damaged pipe tomorrow morning. Brice Lawson 06/27/2018 11:59 AM The damaged 10" VCP has been replaced with approx. 17' of 10" SDR 26 sewer pipe. The connections to the existing VCP at both ends were made with strong back couplers. Brent Dye was on site and had a concern with water movement near the south coupler. He plans to have the water dept. perform a video inspection inside the sewer main around the damaged area to see if there are any problems. He plans to get back with me to let me know if anything is noticed during the video inspection that would need to be corrected. Brice Lawson 06/29/2018 11:36 AM On 6/28/18 the upstream and downstream manholes were opened to perform a mandrel test. It appeared that the sanitary sewer was flowing fine at both manholes. I also answered the contractors questions about the sewer testing, flushing and went over his plan for the proposed work that will be done to the existing manholes that sanitary line C ties into.
Sanitary Sewer - Air Test Passed 6/29/2018 at 3:20 PM 06/29/2018
PW-Misc
Informational
06/27/2018
Brice Lawson 02/15/2018 5:10 PM The following sanitary line segments were are tested: MH 1-A1 to MH 1-A2 Start 4 psi End 4 psi Test Duration 7:34 Test Passed MH 1-A2 to MH 1-A3 Start 4 psi End 3.95 psi Test Duration 7:34 Test Passed MH 1-A3 to MH 1-A4 Start 4 psi End 3.9 Test Duration 7:37 Test Passed
PW-Misc
Informational
06/27/2018
Brice Lawson 02/15/2018 5:20 PM The following sanitary line segments were air tested: MH 1-A4 to MH 1-B1 Start 4.0 psi End 3.95 psi Test Duration 7:34 Test Passed MH 1-A4 to MH 1-A5 Start 4.0 psi End 3.9 psi Test Duration 7:34 Test passed
PW-Misc
Informational
06/27/2018
Brice Lawson 02/23/2018 3:46 PM The following line segments have been tested. MH 1-A5 to MH 1-A6 Test Start 3.95 psi Test End 3.95 psi Test Duration 7:34 Test Passed MH 1-A6 to MH 1-A7 Test Start 3.95 psi Test End 3.95 psi Test Duration 7:34 Test Passed
PW-Misc
Informational
06/27/2018
Brice Lawson 02/26/2018 11:00 AM The air test west performed on the 8" PVC line segment from existing City MH 64-003 to MH 1-A1. Test Start: 3.8 pse Test Ended at 3.8 psi Test Duration 7:34 min. Test Passed
PW-Sanitary Sewer Testing
Informational
06/27/2018
Sanitary sewer air testing for the section of line that was repaired of sags. Line segment from MH A-7 to A-6 The test began at 4 psi. Test ended at 3.5 psi. Test duration 7:34 Test Passed Line Segment from MH A-4 to A-3 The test began at 3.9 psi. Test ended at 3.7 psi. Test duration 7:34 Test Passed The line Segment from MH A-6 to A-5 will be air tested next week due to problems with the size of the plug and the curve of the invert. The crew will provide a smaller plug to complete the air test.
PW-Misc
Informational
06/27/2018
John DiMauro 05/31/2018 10:07 AM Precision performed the air test on approximately 300'ft of the 12"in sanitary line segment from MH1-C1 to MH1-C2. Test Start: 3.7 PSI Test End: 2.8 PSI Duration: 17:06 Min Test Passed Precision performed the air pressure test on approximately 200'ft of the 8" line segment from MH1-A6 to MH1-A5. Test Start: 3.8 PSI Test End: 3.8 PSI Duration: 7:34 Min Test Passed
PW-Misc
Informational
06/27/2018
Brice Lawson 06/27/2018 12:08 PM I showed up to the site to witness the air testing on sanitary line C. The contractor did not have the equipment to complete the testing. I let him know to call back to reschedule a time to test.
PW-Misc
Informational
06/29/2018
John DiMauro 06/29/2018 3:52 PM David Duncan Construction LLC crew performed the air test on the 12" sanitary sewer line segments from MH 1-C2 to the existing MH to the North & MH 1-C1 to the existing MH the the south. MH 1-C2 to North MH: Test Start: 3.8 PSI Test End: 3.7 PSI Duration: 11:20 Min Test Passed MH 1-C1 to South MH Test Start: 3.8 PSI Test End: 3.7 PSI Duration: 11:20 Min Test Passed
Public Curb Inspection Partial 7/2/2018 at 9:05 AM 07/02/2018
Informational
07/02/2018
John DiMauro 07/02/2018 9:30 AM Crews were on site forming up and preparing to pour the sections of curb that need replaced. I will return for further inspections in the afternoon.
Public Curb Inspection Partial 7/2/2018 at 1:35 PM 07/02/2018
Informational
07/02/2018
John DiMauro 07/02/2018 1:50 PM Crews on site installed the curb replacements. I verified the concrete type and the materials used.
Sanitary Sewer Construction Inspection Partial 7/2/2018 at 10:10 AM 07/03/2018
PW-Main inspection
Partial Correction
06/29/2018
A main inspection has uncovered the following problems.Brice Lawson 04/05/2018 11:26 AM Sags and debris have been identified in the following sanitary line segments. Make proper corrections to these line segments. Coordinate inspections with the inspector for this site. Sag @ 90' to 97' form MH 62-208 to MH 62-207 Debris @ 97' to MH 62-207 Brice Lawson 04/12/2018 4:09 PM/// Ace Pipe Cleaning jetted this line segment and removed the debris. Sag @ MH 62-208 to 8' Sag @ 190' from MH 62-208 to MH 62-209 Sag @ 286' to 292' from MH 64-168 to MH 64-167 Sag @ 238' to 244' from MH 64-168 to 64-167 Complete mandrel testing and infiltration/exfiltration testing on the line segments that the sags were repaired 30 days after backfill completion.
PW-Main inspection
Informational
06/29/2018
Brice Lawson 04/06/2018 12:13 PM Precision is working on repairing the sags between MH 64-168 and MH 64-167. They have excavated down to the pipe and raised it about a 1/4" and chocked in the rock under the pipe at one of the sags and installed bedding rock over the pipe. KCTE Testing is on site to perform compaction testing of the trench backfill.
PW-Main inspection
Informational
06/29/2018
Brice Lawson 04/07/2018 2:43 PM Precision is working on repairing the sags in the sanitary line segments. The two sags between MH 64-168 and MH 64-167 have been repaired. The trenches have been backfilled. KCTE Testing is on site perfoming compaction testing. John let me know that the tests are at least 95% for the trench backfill. Precision has excavated down to the sag just north of MH 62-209. They are in the process of repairing the sag. The pipe has been covered with clean rock after the sag was repaired. They shined a flashlight in the pipe and discoverd there is debris at this sag location.
PW-Main inspection
Informational
06/29/2018
Brice Lawson 04/09/2018 1:15 PM Precision has finished repairing and backfilled the sag @ 190' from MH 62-208 to 62-209. They have repaired the sag @ MH 62-208 to 8'. They have began backfilling and KCTE Testing is on site. Eric with KCTE Testing let Precision know that three tests for this backfill have failed due to moisture content and compaction. They plan to make proper corrections. Precision is excavating the trench to repair the sag at 90' to 97' from MH 62-208 to MH 62-207.
PW-Main inspection
Informational
06/29/2018
Brice Lawson 04/10/2018 11:31 AM Precision has repaired the sag @ 90' to 97' from MH 62-208 to MH 62-207. A water main pipe was encountered that crossed this trench during this repair and the contractor said they bedded the water line with clean rock prior to covering. The pipes have been covered but the trench has not been backfilled.
PW-Main inspection
Informational
06/29/2018
Brice Lawson 04/11/2018 8:29 AM The excavation to repair the sag @ 90' to 97' from MH 62-208 to MH 62-207 was backfilled on 4/10/18. I spoke with KCTE Testing on site and they let me know that the compaction test were passing and the fill was installed in 8" compacted lifts. The sag excavation @ MH 62-208 to 8' is being backfilled now. KCTE Testing is on site and performing compaction testing. It appears that the backfill is being installed and compacted in lifts. Video footage of the sanitary video inspection was loaded onto a thumb drive at the contractors request. I gave the thumb drive to Precision.
PW-Main inspection
Corrective Action Required
06/29/2018
Brice Lawson 04/11/2018 8:34 AM The sanitary line marker tape has not been installed at some of the sag repair locations. The only sag repair location that the marker tape was installed is at the sag locations between MH 64-167 and MH 64-168. I brought this up to Precision and they plan to come back and install the marker tape at a later time. Properly install the marker tape at the sag repair locations.
PW-Main inspection
Partial Correction
06/29/2018
Brice Lawson 06/26/2018 7:23 AM On 6/25/18 I noticed sewage running out of a damaged existing 10" city sewer main. The flow was running into a trench and continued to flow from the trench into the downstream pipe. The damaged vcp was damaged approx. 172' downstream of mh #62-003. Aaron Schleif informed me that the line was damaged last tuesday or wednesday. I let him know that the city needs to be notified promptly when city infrastructure is damaged. I Aaron know that the damaged pipe needs to be repaired asap. David Duncan Construction LLC worked until about 7:15pm attempting to make the repair. More pipe was damaged in the process of making the repair and a temporary repair was made until they could get the correct parts tomorrow. David Duncan plans to make the proper repairs tomorrow. I called Tom Stoetart after it was determined that the proper repair could not be made and he let me know that the contractor can make the proper repairs tomorrow. Make proper corrections to the damaged sanitary sewer main. Brice Lawson 06/26/2018 4:01 PM At 10:00 there has been no further work completed to properly repair the VCP sanitary sewer main. I called David Duncan to see why they were no here completing the repair. He did not answer, I left a V/M to call me. I also called Jake Jackson to see if he knew when the pipe was going to be repaired. He said he would call me back. Brice Lawson 06/26/2018 4:14 PM At about 2pm I had not heard anything from Jake. I called and he said he would look into getting the parts for the repair. Jake came to the site and he let me know that they planned to repair the damaged pipe tomorrow morning. Brice Lawson 06/27/2018 11:59 AM The damaged 10" VCP has been replaced with approx. 17' of 10" SDR 26 sewer pipe. The connections to the existing VCP at both ends were made with strong back couplers. Brent Dye was on site and had a concern with water movement near the south coupler. He plans to have the water dept. perform a video inspection inside the sewer main around the damaged area to see if there are any problems. He plans to get back with me to let me know if anything is noticed during the video inspection that would need to be corrected. Brice Lawson 06/29/2018 11:36 AM On 6/28/18 the upstream and downstream manholes were opened to perform a mandrel test. It appeared that the sanitary sewer was flowing fine at both manholes. Brice Lawson 07/03/2018 10:11 AM On 7/2/18 I looked in the manhole upstream and the manhole downstream of the existing 10" VCP where the sanitary repair was made. The flow of the main appeared to be normal. I also answered the contractors questions about the sewer testing, flushing and went over his plan for the proposed work that will be done to the existing manholes that sanitary line C ties into.
Pavement-Aggregate Base Partial 7/3/2018 at 2:45 PM 07/03/2018
Informational
07/03/2018
John DiMauro 07/03/2018 4:08 PM Brice Lawson and I inspected the sub grade for the street and did a grade check. The grade check passed inspection. There are some areas of the sub grade that are have loose rock on the surface of the sub grade. We will check the sub grade with loose areas again after during and after the proof roll.
Pavement-Proof Roll Passed 7/5/2018 at 2:45 PM 07/06/2018
PW-Misc
Informational
07/06/2018
John DiMauro 07/05/2018 I observed the proof roll for the street. I verified the truck load and the proof roll passed.
Storm - Rip Rap Partial 7/5/2018 at 3:20 PM 07/06/2018
PW-Misc
Informational
07/06/2018
John DiMauro 07/06/2018 1:59 PM I verified the correct size riprap at the south outlet structure.
Sanitary Sewer Construction Inspection Partial 7/9/2018 at 9:30 AM 07/09/2018
PW-Main inspection
Partial Correction
07/03/2018
A main inspection has uncovered the following problems.Brice Lawson 04/05/2018 11:26 AM Sags and debris have been identified in the following sanitary line segments. Make proper corrections to these line segments. Coordinate inspections with the inspector for this site. Sag @ 90' to 97' form MH 62-208 to MH 62-207 Debris @ 97' to MH 62-207 Brice Lawson 04/12/2018 4:09 PM/// Ace Pipe Cleaning jetted this line segment and removed the debris. Sag @ MH 62-208 to 8' Sag @ 190' from MH 62-208 to MH 62-209 Sag @ 286' to 292' from MH 64-168 to MH 64-167 Sag @ 238' to 244' from MH 64-168 to 64-167 Complete mandrel testing and infiltration/exfiltration testing on the line segments that the sags were repaired 30 days after backfill completion.
PW-Main inspection
Informational
07/03/2018
Brice Lawson 04/06/2018 12:13 PM Precision is working on repairing the sags between MH 64-168 and MH 64-167. They have excavated down to the pipe and raised it about a 1/4" and chocked in the rock under the pipe at one of the sags and installed bedding rock over the pipe. KCTE Testing is on site to perform compaction testing of the trench backfill.
PW-Main inspection
Informational
07/03/2018
Brice Lawson 04/07/2018 2:43 PM Precision is working on repairing the sags in the sanitary line segments. The two sags between MH 64-168 and MH 64-167 have been repaired. The trenches have been backfilled. KCTE Testing is on site perfoming compaction testing. John let me know that the tests are at least 95% for the trench backfill. Precision has excavated down to the sag just north of MH 62-209. They are in the process of repairing the sag. The pipe has been covered with clean rock after the sag was repaired. They shined a flashlight in the pipe and discoverd there is debris at this sag location.
PW-Main inspection
Informational
07/03/2018
Brice Lawson 04/09/2018 1:15 PM Precision has finished repairing and backfilled the sag @ 190' from MH 62-208 to 62-209. They have repaired the sag @ MH 62-208 to 8'. They have began backfilling and KCTE Testing is on site. Eric with KCTE Testing let Precision know that three tests for this backfill have failed due to moisture content and compaction. They plan to make proper corrections. Precision is excavating the trench to repair the sag at 90' to 97' from MH 62-208 to MH 62-207.
PW-Main inspection
Informational
07/03/2018
Brice Lawson 04/10/2018 11:31 AM Precision has repaired the sag @ 90' to 97' from MH 62-208 to MH 62-207. A water main pipe was encountered that crossed this trench during this repair and the contractor said they bedded the water line with clean rock prior to covering. The pipes have been covered but the trench has not been backfilled.
PW-Main inspection
Informational
07/03/2018
Brice Lawson 04/11/2018 8:29 AM The excavation to repair the sag @ 90' to 97' from MH 62-208 to MH 62-207 was backfilled on 4/10/18. I spoke with KCTE Testing on site and they let me know that the compaction test were passing and the fill was installed in 8" compacted lifts. The sag excavation @ MH 62-208 to 8' is being backfilled now. KCTE Testing is on site and performing compaction testing. It appears that the backfill is being installed and compacted in lifts. Video footage of the sanitary video inspection was loaded onto a thumb drive at the contractors request. I gave the thumb drive to Precision.
PW-Main inspection
Corrective Action Required
07/03/2018
Brice Lawson 04/11/2018 8:34 AM The sanitary line marker tape has not been installed at some of the sag repair locations. The only sag repair location that the marker tape was installed is at the sag locations between MH 64-167 and MH 64-168. I brought this up to Precision and they plan to come back and install the marker tape at a later time. Properly install the marker tape at the sag repair locations.
PW-Main inspection
Partial Correction
07/03/2018
Brice Lawson 06/26/2018 7:23 AM On 6/25/18 I noticed sewage running out of a damaged existing 10" city sewer main. The flow was running into a trench and continued to flow from the trench into the downstream pipe. The damaged vcp was damaged approx. 172' downstream of mh #62-003. Aaron Schleif informed me that the line was damaged last tuesday or wednesday. I let him know that the city needs to be notified promptly when city infrastructure is damaged. I Aaron know that the damaged pipe needs to be repaired asap. David Duncan Construction LLC worked until about 7:15pm attempting to make the repair. More pipe was damaged in the process of making the repair and a temporary repair was made until they could get the correct parts tomorrow. David Duncan plans to make the proper repairs tomorrow. I called Tom Stoetart after it was determined that the proper repair could not be made and he let me know that the contractor can make the proper repairs tomorrow. Make proper corrections to the damaged sanitary sewer main. Brice Lawson 06/26/2018 4:01 PM At 10:00 there has been no further work completed to properly repair the VCP sanitary sewer main. I called David Duncan to see why they were no here completing the repair. He did not answer, I left a V/M to call me. I also called Jake Jackson to see if he knew when the pipe was going to be repaired. He said he would call me back. Brice Lawson 06/26/2018 4:14 PM At about 2pm I had not heard anything from Jake. I called and he said he would look into getting the parts for the repair. Jake came to the site and he let me know that they planned to repair the damaged pipe tomorrow morning. Brice Lawson 06/27/2018 11:59 AM The damaged 10" VCP has been replaced with approx. 17' of 10" SDR 26 sewer pipe. The connections to the existing VCP at both ends were made with strong back couplers. Brent Dye was on site and had a concern with water movement near the south coupler. He plans to have the water dept. perform a video inspection inside the sewer main around the damaged area to see if there are any problems. He plans to get back with me to let me know if anything is noticed during the video inspection that would need to be corrected. Brice Lawson 06/29/2018 11:36 AM On 6/28/18 the upstream and downstream manholes were opened to perform a mandrel test. It appeared that the sanitary sewer was flowing fine at both manholes. Brice Lawson 07/03/2018 10:11 AM On 7/2/18 I looked in the manhole upstream and the manhole downstream of the existing 10" VCP where the sanitary repair was made. The flow of the main appeared to be normal. Brice Lawson 07/09/2018 11:28 AM I looked in the manhole upstream and the manhole downstream of the existing 10" VCP where the sanitary repair was made. The flow of the main appeared to be normal. I also answered the contractors questions about the sewer testing, flushing and went over his plan for the proposed work that will be done to the existing manholes that sanitary line C ties into.
Sidewalk Inspection Partial 7/10/2018 at 9:30 AM 07/10/2018
PW-Misc
Informational
07/10/2018
John DiMauro 07/10/2018 2:57 PM Crews were on site continuing the sidewalk install. The crew plans to install the ADA sections of the sidewalk along SW Raintree PKWY tomorrow morning.
Sidewalk Inspection Partial 7/11/2018 at 8:15 AM 07/11/2018
PW-Misc
Informational
07/10/2018
John DiMauro 07/10/2018 2:57 PM Crews were on site continuing the sidewalk install. The crew plans to install the ADA sections of the sidewalk along SW Raintree PKWY tomorrow morning.
PW-Misc
Informational
07/11/2018
John DiMauro 07/11/2018 10:03 AM Crews on site this morning installing the ADA sections of the sidewalk along SW Raintree PKWY to the north of SW Meadowbrook Dr. The crew will finish the sidewalk to the south of SW Meadowbrook Dr. once the utility pedestal is relocated.
Sanitary Sewer Construction Inspection Partial 7/16/2018 at 1:00 PM 07/16/2018
PW-Main inspection
Partial Correction
07/09/2018
A main inspection has uncovered the following problems.Brice Lawson 04/05/2018 11:26 AM Sags and debris have been identified in the following sanitary line segments. Make proper corrections to these line segments. Coordinate inspections with the inspector for this site. Sag @ 90' to 97' form MH 62-208 to MH 62-207 Debris @ 97' to MH 62-207 Brice Lawson 04/12/2018 4:09 PM/// Ace Pipe Cleaning jetted this line segment and removed the debris. Sag @ MH 62-208 to 8' Sag @ 190' from MH 62-208 to MH 62-209 Sag @ 286' to 292' from MH 64-168 to MH 64-167 Sag @ 238' to 244' from MH 64-168 to 64-167 Complete mandrel testing and infiltration/exfiltration testing on the line segments that the sags were repaired 30 days after backfill completion.
PW-Main inspection
Informational
07/09/2018
Brice Lawson 04/06/2018 12:13 PM Precision is working on repairing the sags between MH 64-168 and MH 64-167. They have excavated down to the pipe and raised it about a 1/4" and chocked in the rock under the pipe at one of the sags and installed bedding rock over the pipe. KCTE Testing is on site to perform compaction testing of the trench backfill.
PW-Main inspection
Informational
07/09/2018
Brice Lawson 04/07/2018 2:43 PM Precision is working on repairing the sags in the sanitary line segments. The two sags between MH 64-168 and MH 64-167 have been repaired. The trenches have been backfilled. KCTE Testing is on site perfoming compaction testing. John let me know that the tests are at least 95% for the trench backfill. Precision has excavated down to the sag just north of MH 62-209. They are in the process of repairing the sag. The pipe has been covered with clean rock after the sag was repaired. They shined a flashlight in the pipe and discoverd there is debris at this sag location.
PW-Main inspection
Informational
07/09/2018
Brice Lawson 04/09/2018 1:15 PM Precision has finished repairing and backfilled the sag @ 190' from MH 62-208 to 62-209. They have repaired the sag @ MH 62-208 to 8'. They have began backfilling and KCTE Testing is on site. Eric with KCTE Testing let Precision know that three tests for this backfill have failed due to moisture content and compaction. They plan to make proper corrections. Precision is excavating the trench to repair the sag at 90' to 97' from MH 62-208 to MH 62-207.
PW-Main inspection
Informational
07/09/2018
Brice Lawson 04/10/2018 11:31 AM Precision has repaired the sag @ 90' to 97' from MH 62-208 to MH 62-207. A water main pipe was encountered that crossed this trench during this repair and the contractor said they bedded the water line with clean rock prior to covering. The pipes have been covered but the trench has not been backfilled.
PW-Main inspection
Informational
07/09/2018
Brice Lawson 04/11/2018 8:29 AM The excavation to repair the sag @ 90' to 97' from MH 62-208 to MH 62-207 was backfilled on 4/10/18. I spoke with KCTE Testing on site and they let me know that the compaction test were passing and the fill was installed in 8" compacted lifts. The sag excavation @ MH 62-208 to 8' is being backfilled now. KCTE Testing is on site and performing compaction testing. It appears that the backfill is being installed and compacted in lifts. Video footage of the sanitary video inspection was loaded onto a thumb drive at the contractors request. I gave the thumb drive to Precision.
PW-Main inspection
Corrective Action Required
07/09/2018
Brice Lawson 04/11/2018 8:34 AM The sanitary line marker tape has not been installed at some of the sag repair locations. The only sag repair location that the marker tape was installed is at the sag locations between MH 64-167 and MH 64-168. I brought this up to Precision and they plan to come back and install the marker tape at a later time. Properly install the marker tape at the sag repair locations.
PW-Main inspection
Partial Correction
07/09/2018
Brice Lawson 06/26/2018 7:23 AM On 6/25/18 I noticed sewage running out of a damaged existing 10" city sewer main. The flow was running into a trench and continued to flow from the trench into the downstream pipe. The damaged vcp was damaged approx. 172' downstream of mh #62-003. Aaron Schleif informed me that the line was damaged last tuesday or wednesday. I let him know that the city needs to be notified promptly when city infrastructure is damaged. I Aaron know that the damaged pipe needs to be repaired asap. David Duncan Construction LLC worked until about 7:15pm attempting to make the repair. More pipe was damaged in the process of making the repair and a temporary repair was made until they could get the correct parts tomorrow. David Duncan plans to make the proper repairs tomorrow. I called Tom Stoetart after it was determined that the proper repair could not be made and he let me know that the contractor can make the proper repairs tomorrow. Make proper corrections to the damaged sanitary sewer main. Brice Lawson 06/26/2018 4:01 PM At 10:00 there has been no further work completed to properly repair the VCP sanitary sewer main. I called David Duncan to see why they were no here completing the repair. He did not answer, I left a V/M to call me. I also called Jake Jackson to see if he knew when the pipe was going to be repaired. He said he would call me back. Brice Lawson 06/26/2018 4:14 PM At about 2pm I had not heard anything from Jake. I called and he said he would look into getting the parts for the repair. Jake came to the site and he let me know that they planned to repair the damaged pipe tomorrow morning. Brice Lawson 06/27/2018 11:59 AM The damaged 10" VCP has been replaced with approx. 17' of 10" SDR 26 sewer pipe. The connections to the existing VCP at both ends were made with strong back couplers. Brent Dye was on site and had a concern with water movement near the south coupler. He plans to have the water dept. perform a video inspection inside the sewer main around the damaged area to see if there are any problems. He plans to get back with me to let me know if anything is noticed during the video inspection that would need to be corrected. Brice Lawson 06/29/2018 11:36 AM On 6/28/18 the upstream and downstream manholes were opened to perform a mandrel test. It appeared that the sanitary sewer was flowing fine at both manholes. Brice Lawson 07/03/2018 10:11 AM On 7/2/18 I looked in the manhole upstream and the manhole downstream of the existing 10" VCP where the sanitary repair was made. The flow of the main appeared to be normal. Brice Lawson 07/09/2018 11:28 AM I looked in the manhole upstream and the manhole downstream of the existing 10" VCP where the sanitary repair was made. The flow of the main appeared to be normal. Brice Lawson 07/16/2018 2:12 PM I looked in the manhole upstream and the manhole downstream of the existing 10" VCP where the sanitary repair was made. The flow of the main appeared to be normal. I also answered the contractors questions about the sewer testing, flushing and went over his plan for the proposed work that will be done to the existing manholes that sanitary line C ties into.
Sanitary Sewer Construction Inspection Partial 7/26/2018 at 8:00 AM 07/26/2018
PW-Main inspection
Partial Correction
07/16/2018
A main inspection has uncovered the following problems.Brice Lawson 04/05/2018 11:26 AM Sags and debris have been identified in the following sanitary line segments. Make proper corrections to these line segments. Coordinate inspections with the inspector for this site. Sag @ 90' to 97' form MH 62-208 to MH 62-207 Debris @ 97' to MH 62-207 Brice Lawson 04/12/2018 4:09 PM/// Ace Pipe Cleaning jetted this line segment and removed the debris. Sag @ MH 62-208 to 8' Sag @ 190' from MH 62-208 to MH 62-209 Sag @ 286' to 292' from MH 64-168 to MH 64-167 Sag @ 238' to 244' from MH 64-168 to 64-167 Complete mandrel testing and infiltration/exfiltration testing on the line segments that the sags were repaired 30 days after backfill completion.
PW-Main inspection
Informational
07/16/2018
Brice Lawson 04/06/2018 12:13 PM Precision is working on repairing the sags between MH 64-168 and MH 64-167. They have excavated down to the pipe and raised it about a 1/4" and chocked in the rock under the pipe at one of the sags and installed bedding rock over the pipe. KCTE Testing is on site to perform compaction testing of the trench backfill.
PW-Main inspection
Informational
07/16/2018
Brice Lawson 04/07/2018 2:43 PM Precision is working on repairing the sags in the sanitary line segments. The two sags between MH 64-168 and MH 64-167 have been repaired. The trenches have been backfilled. KCTE Testing is on site perfoming compaction testing. John let me know that the tests are at least 95% for the trench backfill. Precision has excavated down to the sag just north of MH 62-209. They are in the process of repairing the sag. The pipe has been covered with clean rock after the sag was repaired. They shined a flashlight in the pipe and discoverd there is debris at this sag location.
PW-Main inspection
Informational
07/16/2018
Brice Lawson 04/09/2018 1:15 PM Precision has finished repairing and backfilled the sag @ 190' from MH 62-208 to 62-209. They have repaired the sag @ MH 62-208 to 8'. They have began backfilling and KCTE Testing is on site. Eric with KCTE Testing let Precision know that three tests for this backfill have failed due to moisture content and compaction. They plan to make proper corrections. Precision is excavating the trench to repair the sag at 90' to 97' from MH 62-208 to MH 62-207.
PW-Main inspection
Informational
07/16/2018
Brice Lawson 04/10/2018 11:31 AM Precision has repaired the sag @ 90' to 97' from MH 62-208 to MH 62-207. A water main pipe was encountered that crossed this trench during this repair and the contractor said they bedded the water line with clean rock prior to covering. The pipes have been covered but the trench has not been backfilled.
PW-Main inspection
Informational
07/16/2018
Brice Lawson 04/11/2018 8:29 AM The excavation to repair the sag @ 90' to 97' from MH 62-208 to MH 62-207 was backfilled on 4/10/18. I spoke with KCTE Testing on site and they let me know that the compaction test were passing and the fill was installed in 8" compacted lifts. The sag excavation @ MH 62-208 to 8' is being backfilled now. KCTE Testing is on site and performing compaction testing. It appears that the backfill is being installed and compacted in lifts. Video footage of the sanitary video inspection was loaded onto a thumb drive at the contractors request. I gave the thumb drive to Precision.
PW-Main inspection
Corrective Action Required
07/16/2018
Brice Lawson 04/11/2018 8:34 AM The sanitary line marker tape has not been installed at some of the sag repair locations. The only sag repair location that the marker tape was installed is at the sag locations between MH 64-167 and MH 64-168. I brought this up to Precision and they plan to come back and install the marker tape at a later time. Properly install the marker tape at the sag repair locations.
PW-Main inspection
Partial Correction
07/16/2018
Brice Lawson 06/26/2018 7:23 AM On 6/25/18 I noticed sewage running out of a damaged existing 10" city sewer main. The flow was running into a trench and continued to flow from the trench into the downstream pipe. The damaged vcp was damaged approx. 172' downstream of mh #62-003. Aaron Schleif informed me that the line was damaged last tuesday or wednesday. I let him know that the city needs to be notified promptly when city infrastructure is damaged. I Aaron know that the damaged pipe needs to be repaired asap. David Duncan Construction LLC worked until about 7:15pm attempting to make the repair. More pipe was damaged in the process of making the repair and a temporary repair was made until they could get the correct parts tomorrow. David Duncan plans to make the proper repairs tomorrow. I called Tom Stoetart after it was determined that the proper repair could not be made and he let me know that the contractor can make the proper repairs tomorrow. Make proper corrections to the damaged sanitary sewer main. Brice Lawson 06/26/2018 4:01 PM At 10:00 there has been no further work completed to properly repair the VCP sanitary sewer main. I called David Duncan to see why they were no here completing the repair. He did not answer, I left a V/M to call me. I also called Jake Jackson to see if he knew when the pipe was going to be repaired. He said he would call me back. Brice Lawson 06/26/2018 4:14 PM At about 2pm I had not heard anything from Jake. I called and he said he would look into getting the parts for the repair. Jake came to the site and he let me know that they planned to repair the damaged pipe tomorrow morning. Brice Lawson 06/27/2018 11:59 AM The damaged 10" VCP has been replaced with approx. 17' of 10" SDR 26 sewer pipe. The connections to the existing VCP at both ends were made with strong back couplers. Brent Dye was on site and had a concern with water movement near the south coupler. He plans to have the water dept. perform a video inspection inside the sewer main around the damaged area to see if there are any problems. He plans to get back with me to let me know if anything is noticed during the video inspection that would need to be corrected. Brice Lawson 06/29/2018 11:36 AM On 6/28/18 the upstream and downstream manholes were opened to perform a mandrel test. It appeared that the sanitary sewer was flowing fine at both manholes. Brice Lawson 07/03/2018 10:11 AM On 7/2/18 I looked in the manhole upstream and the manhole downstream of the existing 10" VCP where the sanitary repair was made. The flow of the main appeared to be normal. Brice Lawson 07/09/2018 11:28 AM I looked in the manhole upstream and the manhole downstream of the existing 10" VCP where the sanitary repair was made. The flow of the main appeared to be normal. Brice Lawson 07/16/2018 2:12 PM I looked in the manhole upstream and the manhole downstream of the existing 10" VCP where the sanitary repair was made. The flow of the main appeared to be normal. I also answered the contractors questions about the sewer testing, flushing and went over his plan for the proposed work that will be done to the existing manholes that sanitary line C ties into.
PW-Main inspection
Informational
07/26/2018
John DiMauro 07/26/2018 10:08 AM Crews are on site installing the inverts for the existing manholes for the sanitary sewer line C.
Sanitary Sewer Construction Inspection Partial 7/27/2018 at 1:15 PM 07/27/2018
PW-Main inspection
Partial Correction
07/26/2018
A main inspection has uncovered the following problems.Brice Lawson 04/05/2018 11:26 AM Sags and debris have been identified in the following sanitary line segments. Make proper corrections to these line segments. Coordinate inspections with the inspector for this site. Sag @ 90' to 97' form MH 62-208 to MH 62-207 Debris @ 97' to MH 62-207 Brice Lawson 04/12/2018 4:09 PM/// Ace Pipe Cleaning jetted this line segment and removed the debris. Sag @ MH 62-208 to 8' Sag @ 190' from MH 62-208 to MH 62-209 Sag @ 286' to 292' from MH 64-168 to MH 64-167 Sag @ 238' to 244' from MH 64-168 to 64-167 Complete mandrel testing and infiltration/exfiltration testing on the line segments that the sags were repaired 30 days after backfill completion.
PW-Main inspection
Informational
07/26/2018
Brice Lawson 04/06/2018 12:13 PM Precision is working on repairing the sags between MH 64-168 and MH 64-167. They have excavated down to the pipe and raised it about a 1/4" and chocked in the rock under the pipe at one of the sags and installed bedding rock over the pipe. KCTE Testing is on site to perform compaction testing of the trench backfill.
PW-Main inspection
Informational
07/26/2018
Brice Lawson 04/07/2018 2:43 PM Precision is working on repairing the sags in the sanitary line segments. The two sags between MH 64-168 and MH 64-167 have been repaired. The trenches have been backfilled. KCTE Testing is on site perfoming compaction testing. John let me know that the tests are at least 95% for the trench backfill. Precision has excavated down to the sag just north of MH 62-209. They are in the process of repairing the sag. The pipe has been covered with clean rock after the sag was repaired. They shined a flashlight in the pipe and discoverd there is debris at this sag location.
PW-Main inspection
Informational
07/26/2018
Brice Lawson 04/09/2018 1:15 PM Precision has finished repairing and backfilled the sag @ 190' from MH 62-208 to 62-209. They have repaired the sag @ MH 62-208 to 8'. They have began backfilling and KCTE Testing is on site. Eric with KCTE Testing let Precision know that three tests for this backfill have failed due to moisture content and compaction. They plan to make proper corrections. Precision is excavating the trench to repair the sag at 90' to 97' from MH 62-208 to MH 62-207.
PW-Main inspection
Informational
07/26/2018
Brice Lawson 04/10/2018 11:31 AM Precision has repaired the sag @ 90' to 97' from MH 62-208 to MH 62-207. A water main pipe was encountered that crossed this trench during this repair and the contractor said they bedded the water line with clean rock prior to covering. The pipes have been covered but the trench has not been backfilled.
PW-Main inspection
Informational
07/26/2018
Brice Lawson 04/11/2018 8:29 AM The excavation to repair the sag @ 90' to 97' from MH 62-208 to MH 62-207 was backfilled on 4/10/18. I spoke with KCTE Testing on site and they let me know that the compaction test were passing and the fill was installed in 8" compacted lifts. The sag excavation @ MH 62-208 to 8' is being backfilled now. KCTE Testing is on site and performing compaction testing. It appears that the backfill is being installed and compacted in lifts. Video footage of the sanitary video inspection was loaded onto a thumb drive at the contractors request. I gave the thumb drive to Precision.
PW-Main inspection
Corrective Action Required
07/26/2018
Brice Lawson 04/11/2018 8:34 AM The sanitary line marker tape has not been installed at some of the sag repair locations. The only sag repair location that the marker tape was installed is at the sag locations between MH 64-167 and MH 64-168. I brought this up to Precision and they plan to come back and install the marker tape at a later time. Properly install the marker tape at the sag repair locations.
PW-Main inspection
Partial Correction
07/26/2018
Brice Lawson 06/26/2018 7:23 AM On 6/25/18 I noticed sewage running out of a damaged existing 10" city sewer main. The flow was running into a trench and continued to flow from the trench into the downstream pipe. The damaged vcp was damaged approx. 172' downstream of mh #62-003. Aaron Schleif informed me that the line was damaged last tuesday or wednesday. I let him know that the city needs to be notified promptly when city infrastructure is damaged. I Aaron know that the damaged pipe needs to be repaired asap. David Duncan Construction LLC worked until about 7:15pm attempting to make the repair. More pipe was damaged in the process of making the repair and a temporary repair was made until they could get the correct parts tomorrow. David Duncan plans to make the proper repairs tomorrow. I called Tom Stoetart after it was determined that the proper repair could not be made and he let me know that the contractor can make the proper repairs tomorrow. Make proper corrections to the damaged sanitary sewer main. Brice Lawson 06/26/2018 4:01 PM At 10:00 there has been no further work completed to properly repair the VCP sanitary sewer main. I called David Duncan to see why they were no here completing the repair. He did not answer, I left a V/M to call me. I also called Jake Jackson to see if he knew when the pipe was going to be repaired. He said he would call me back. Brice Lawson 06/26/2018 4:14 PM At about 2pm I had not heard anything from Jake. I called and he said he would look into getting the parts for the repair. Jake came to the site and he let me know that they planned to repair the damaged pipe tomorrow morning. Brice Lawson 06/27/2018 11:59 AM The damaged 10" VCP has been replaced with approx. 17' of 10" SDR 26 sewer pipe. The connections to the existing VCP at both ends were made with strong back couplers. Brent Dye was on site and had a concern with water movement near the south coupler. He plans to have the water dept. perform a video inspection inside the sewer main around the damaged area to see if there are any problems. He plans to get back with me to let me know if anything is noticed during the video inspection that would need to be corrected. Brice Lawson 06/29/2018 11:36 AM On 6/28/18 the upstream and downstream manholes were opened to perform a mandrel test. It appeared that the sanitary sewer was flowing fine at both manholes. Brice Lawson 07/03/2018 10:11 AM On 7/2/18 I looked in the manhole upstream and the manhole downstream of the existing 10" VCP where the sanitary repair was made. The flow of the main appeared to be normal. Brice Lawson 07/09/2018 11:28 AM I looked in the manhole upstream and the manhole downstream of the existing 10" VCP where the sanitary repair was made. The flow of the main appeared to be normal. Brice Lawson 07/16/2018 2:12 PM I looked in the manhole upstream and the manhole downstream of the existing 10" VCP where the sanitary repair was made. The flow of the main appeared to be normal. I also answered the contractors questions about the sewer testing, flushing and went over his plan for the proposed work that will be done to the existing manholes that sanitary line C ties into.
PW-Main inspection
Informational
07/26/2018
John DiMauro 07/26/2018 10:08 AM Crews are on site installing the inverts for the existing manholes for the sanitary sewer line C.
PW-Main inspection
Informational
07/27/2018
David Duncan Construction crew was on site working on removing the inverts in the existing manholes on the C Line. John DiMauro 07/27/2018 3:39 PM The crew removed the inverts and poured the new inverts in the manholes. The crew is going to let the concrete set up before putting the line C into service.
Pavement-Surface Partial 7/28/2018 at 7:30 AM 07/28/2018
PW-Misc
Informational
07/28/2018
John DiMauro 07/28/2018 11:46 AM Phillips Paving is installing the base lift for the road. I verified the correct mix type and temperature. KC Testing is on site performing the required testing of the asphalt.
Pavement-Surface Passed 07/30/2018
PW-Misc
Informational
07/28/2018
John DiMauro 07/28/2018 11:46 AM Phillips Paving is installing the base lift for the road. I verified the correct mix type and temperature. KC Testing is on site performing the required testing of the asphalt.
Street - Surface Course Partial 7/30/2018 at 9:30 AM 07/30/2018
PW-Misc
Informational
07/30/2018
John DiMauro 07/30/2018 2:57 PM Phillips Paving installed the surface lift for the road. I verified the asphalt type and temperature. KC Testing was on site and performed the required testing for the asphalt.
Sanitary Sewer Construction Inspection Partial 8/1/2018 08/01/2018
PW-Main inspection
Partial Correction
07/27/2018
A main inspection has uncovered the following problems.Brice Lawson 04/05/2018 11:26 AM Sags and debris have been identified in the following sanitary line segments. Make proper corrections to these line segments. Coordinate inspections with the inspector for this site. Sag @ 90' to 97' form MH 62-208 to MH 62-207 Debris @ 97' to MH 62-207 Brice Lawson 04/12/2018 4:09 PM/// Ace Pipe Cleaning jetted this line segment and removed the debris. Sag @ MH 62-208 to 8' Sag @ 190' from MH 62-208 to MH 62-209 Sag @ 286' to 292' from MH 64-168 to MH 64-167 Sag @ 238' to 244' from MH 64-168 to 64-167 Complete mandrel testing and infiltration/exfiltration testing on the line segments that the sags were repaired 30 days after backfill completion.
PW-Main inspection
Informational
07/27/2018
Brice Lawson 04/06/2018 12:13 PM Precision is working on repairing the sags between MH 64-168 and MH 64-167. They have excavated down to the pipe and raised it about a 1/4" and chocked in the rock under the pipe at one of the sags and installed bedding rock over the pipe. KCTE Testing is on site to perform compaction testing of the trench backfill.
PW-Main inspection
Informational
07/27/2018
Brice Lawson 04/07/2018 2:43 PM Precision is working on repairing the sags in the sanitary line segments. The two sags between MH 64-168 and MH 64-167 have been repaired. The trenches have been backfilled. KCTE Testing is on site perfoming compaction testing. John let me know that the tests are at least 95% for the trench backfill. Precision has excavated down to the sag just north of MH 62-209. They are in the process of repairing the sag. The pipe has been covered with clean rock after the sag was repaired. They shined a flashlight in the pipe and discoverd there is debris at this sag location.
PW-Main inspection
Informational
07/27/2018
Brice Lawson 04/09/2018 1:15 PM Precision has finished repairing and backfilled the sag @ 190' from MH 62-208 to 62-209. They have repaired the sag @ MH 62-208 to 8'. They have began backfilling and KCTE Testing is on site. Eric with KCTE Testing let Precision know that three tests for this backfill have failed due to moisture content and compaction. They plan to make proper corrections. Precision is excavating the trench to repair the sag at 90' to 97' from MH 62-208 to MH 62-207.
PW-Main inspection
Informational
07/27/2018
Brice Lawson 04/10/2018 11:31 AM Precision has repaired the sag @ 90' to 97' from MH 62-208 to MH 62-207. A water main pipe was encountered that crossed this trench during this repair and the contractor said they bedded the water line with clean rock prior to covering. The pipes have been covered but the trench has not been backfilled.
PW-Main inspection
Informational
07/27/2018
Brice Lawson 04/11/2018 8:29 AM The excavation to repair the sag @ 90' to 97' from MH 62-208 to MH 62-207 was backfilled on 4/10/18. I spoke with KCTE Testing on site and they let me know that the compaction test were passing and the fill was installed in 8" compacted lifts. The sag excavation @ MH 62-208 to 8' is being backfilled now. KCTE Testing is on site and performing compaction testing. It appears that the backfill is being installed and compacted in lifts. Video footage of the sanitary video inspection was loaded onto a thumb drive at the contractors request. I gave the thumb drive to Precision.
PW-Main inspection
Corrective Action Required
07/27/2018
Brice Lawson 04/11/2018 8:34 AM The sanitary line marker tape has not been installed at some of the sag repair locations. The only sag repair location that the marker tape was installed is at the sag locations between MH 64-167 and MH 64-168. I brought this up to Precision and they plan to come back and install the marker tape at a later time. Properly install the marker tape at the sag repair locations.
PW-Main inspection
Resolved
08/01/2018
Brice Lawson 06/26/2018 7:23 AM On 6/25/18 I noticed sewage running out of a damaged existing 10" city sewer main. The flow was running into a trench and continued to flow from the trench into the downstream pipe. The damaged vcp was damaged approx. 172' downstream of mh #62-003. Aaron Schleif informed me that the line was damaged last tuesday or wednesday. I let him know that the city needs to be notified promptly when city infrastructure is damaged. I Aaron know that the damaged pipe needs to be repaired asap. David Duncan Construction LLC worked until about 7:15pm attempting to make the repair. More pipe was damaged in the process of making the repair and a temporary repair was made until they could get the correct parts tomorrow. David Duncan plans to make the proper repairs tomorrow. I called Tom Stoetart after it was determined that the proper repair could not be made and he let me know that the contractor can make the proper repairs tomorrow. Make proper corrections to the damaged sanitary sewer main. Brice Lawson 08/01/2018 10:54 AM ////John Dimauro let informed me that the 10" main that was damaged has been abandoned. The required correction is RESOLVED> Brice Lawson 06/26/2018 4:01 PM At 10:00 there has been no further work completed to properly repair the VCP sanitary sewer main. I called David Duncan to see why they were no here completing the repair. He did not answer, I left a V/M to call me. I also called Jake Jackson to see if he knew when the pipe was going to be repaired. He said he would call me back. Brice Lawson 06/26/2018 4:14 PM At about 2pm I had not heard anything from Jake. I called and he said he would look into getting the parts for the repair. Jake came to the site and he let me know that they planned to repair the damaged pipe tomorrow morning. Brice Lawson 06/27/2018 11:59 AM The damaged 10" VCP has been replaced with approx. 17' of 10" SDR 26 sewer pipe. The connections to the existing VCP at both ends were made with strong back couplers. Brent Dye was on site and had a concern with water movement near the south coupler. He plans to have the water dept. perform a video inspection inside the sewer main around the damaged area to see if there are any problems. He plans to get back with me to let me know if anything is noticed during the video inspection that would need to be corrected. Brice Lawson 06/29/2018 11:36 AM On 6/28/18 the upstream and downstream manholes were opened to perform a mandrel test. It appeared that the sanitary sewer was flowing fine at both manholes. Brice Lawson 07/03/2018 10:11 AM On 7/2/18 I looked in the manhole upstream and the manhole downstream of the existing 10" VCP where the sanitary repair was made. The flow of the main appeared to be normal. Brice Lawson 07/09/2018 11:28 AM I looked in the manhole upstream and the manhole downstream of the existing 10" VCP where the sanitary repair was made. The flow of the main appeared to be normal. Brice Lawson 07/16/2018 2:12 PM I looked in the manhole upstream and the manhole downstream of the existing 10" VCP where the sanitary repair was made. The flow of the main appeared to be normal. I also answered the contractors questions about the sewer testing, flushing and went over his plan for the proposed work that will be done to the existing manholes that sanitary line C ties into.
PW-Main inspection
Informational
07/27/2018
John DiMauro 07/26/2018 10:08 AM Crews are on site installing the inverts for the existing manholes for the sanitary sewer line C.
PW-Main inspection
Informational
07/27/2018
David Duncan Construction crew was on site working on removing the inverts in the existing manholes on the C Line. John DiMauro 07/27/2018 3:39 PM The crew removed the inverts and poured the new inverts in the manholes. The crew is going to let the concrete set up before putting the line C into service.
Storm - Pipe Partial 8/1/2018 at 1:15 PM 08/01/2018
PW-Main inspection
Partial Correction
06/28/2018
A main inspection has uncovered the following problems. Brice Lawson 04/26/2018 3:59 PM The 15" HDPE storm pipe below CI 1-11D is holding approx. 2.24" of water where it meets the invert. The pipe is not draining properly. Make proper corrections. Brice Lawson 06/28/2018 12:00 PM Approx. 84" of the storm pipe was removed just north of CI 1-11D. A repair band was used to make the correction to the pipe. The repair band appeared to cover two full corrugations on each pipe. The collar was being installed and the invert was being repaired. The contractor has removed part of the curb throat, geogrid and base rock to repair the storm pipe. The pipe collar and invert has been installed. The hardware cloth has been installed at the weep holes. The trench that was opened up has been backfilled up the the tip of pavement subgrade with flowable fill. Make proper corrections to the curb throat/curb. geogrid and base rock at CI 1-11D. The 15" HDPE storm pipe below CI 1-20E is not draining properly. It appears to be holding approx. 1.75" of water where the pipe meets the invert. Make proper corrections.
PW-Misc
Informational
08/01/2018
John DiMauro 08/01/2018 1:43 PM The David Duncan Construction crew is installing the remaining storm line from MH 1-10 to the flared end section 1-10. There appears to be sufficient rock surrounding the 30" HDPE pipe. I will return to inspect the flared end section and rip rap once installed.
Street - Surface Course Passed 8/3/2018 08/03/2018
PW-Misc
Informational
07/30/2018
John DiMauro 07/30/2018 2:57 PM Phillips Paving installed the surface lift for the road. I verified the asphalt type and temperature. KC Testing was on site and performed the required testing for the asphalt.
Site Visit Partial 8/3/2018 at 9:45 AM 08/03/2018
PW-Misc
Informational
04/05/2018
Brice Lawson 02/28/2018 11:18 AM The water dept. is on site performing a test shutdown on the water main in preperation of the proposed tie-ins. Precision is cleaning up the site and backfilling some fo the open pits.
PW-Misc
Informational
04/05/2018
Brice Lawson 03/07/2018 4:29 PM The contractor has installed all of the base rock on the south end of Nautilus. They are cutting the subgrade of the north half of Nautilus and the north cul-de-sac bulb. William Neds with HDR called and we talked about the storm structure issues for this site.
PW-Misc
Informational
04/05/2018
Brice Lawson 04/05/2018 8:15 AM I met with Daniel with Precision on site to go over some questions that he had regarding corrections to the ESC on this site and Raintree Pointe.
PW-Misc
Informational
08/03/2018
John DiMauro 08/03/2018 3:00 PM Met with Brice Lawson to go over the plans and the project status to prepare for a substantial completion.
Site Visit Partial 8/9/2018 at 9:00 AM 08/09/2018
PW-Misc
Informational
08/03/2018
Brice Lawson 02/28/2018 11:18 AM The water dept. is on site performing a test shutdown on the water main in preperation of the proposed tie-ins. Precision is cleaning up the site and backfilling some fo the open pits.
PW-Misc
Informational
08/03/2018
Brice Lawson 03/07/2018 4:29 PM The contractor has installed all of the base rock on the south end of Nautilus. They are cutting the subgrade of the north half of Nautilus and the north cul-de-sac bulb. William Neds with HDR called and we talked about the storm structure issues for this site.
PW-Misc
Informational
08/03/2018
Brice Lawson 04/05/2018 8:15 AM I met with Daniel with Precision on site to go over some questions that he had regarding corrections to the ESC on this site and Raintree Pointe.
PW-Misc
Informational
08/03/2018
John DiMauro 08/03/2018 3:00 PM Met with Brice Lawson to go over the plans and the project status to prepare for a substantial completion.
Site Visit Partial 8/10/2018 at 8:30 AM 08/10/2018
PW-Misc
Informational
08/09/2018
Brice Lawson 02/28/2018 11:18 AM The water dept. is on site performing a test shutdown on the water main in preperation of the proposed tie-ins. Precision is cleaning up the site and backfilling some fo the open pits.
PW-Misc
Informational
08/09/2018
Brice Lawson 03/07/2018 4:29 PM The contractor has installed all of the base rock on the south end of Nautilus. They are cutting the subgrade of the north half of Nautilus and the north cul-de-sac bulb. William Neds with HDR called and we talked about the storm structure issues for this site.
PW-Misc
Informational
08/09/2018
Brice Lawson 04/05/2018 8:15 AM I met with Daniel with Precision on site to go over some questions that he had regarding corrections to the ESC on this site and Raintree Pointe.
PW-Misc
Informational
08/09/2018
John DiMauro 08/03/2018 3:00 PM Met with Brice Lawson to go over the plans and the project status to prepare for a substantial completion.
PW-Misc
Informational
08/10/2018
John DiMauro 08/10/2018 3:38 PM Site visit meeting with Jake Jackson to go over the remaining items for the project.
Storm - Pipe Passed 10/16/2018 10/26/2018
PW-Main inspection
Partial Correction
08/01/2018
A main inspection has uncovered the following problems. Brice Lawson 04/26/2018 3:59 PM The 15" HDPE storm pipe below CI 1-11D is holding approx. 2.24" of water where it meets the invert. The pipe is not draining properly. Make proper corrections. Brice Lawson 06/28/2018 12:00 PM Approx. 84" of the storm pipe was removed just north of CI 1-11D. A repair band was used to make the correction to the pipe. The repair band appeared to cover two full corrugations on each pipe. The collar was being installed and the invert was being repaired. The contractor has removed part of the curb throat, geogrid and base rock to repair the storm pipe. The pipe collar and invert has been installed. The hardware cloth has been installed at the weep holes. The trench that was opened up has been backfilled up the the tip of pavement subgrade with flowable fill. Make proper corrections to the curb throat/curb. geogrid and base rock at CI 1-11D. The 15" HDPE storm pipe below CI 1-20E is not draining properly. It appears to be holding approx. 1.75" of water where the pipe meets the invert. Make proper corrections.
PW-Misc
Informational
08/01/2018
John DiMauro 08/01/2018 1:43 PM The David Duncan Construction crew is installing the remaining storm line from MH 1-10 to the flared end section 1-10. There appears to be sufficient rock surrounding the 30" HDPE pipe. I will return to inspect the flared end section and rip rap once installed.
Site Visit Complete 10/16/2018 10/26/2018
PW-Misc
Informational
08/10/2018
Brice Lawson 02/28/2018 11:18 AM The water dept. is on site performing a test shutdown on the water main in preperation of the proposed tie-ins. Precision is cleaning up the site and backfilling some fo the open pits.
PW-Misc
Informational
08/10/2018
Brice Lawson 03/07/2018 4:29 PM The contractor has installed all of the base rock on the south end of Nautilus. They are cutting the subgrade of the north half of Nautilus and the north cul-de-sac bulb. William Neds with HDR called and we talked about the storm structure issues for this site.
PW-Misc
Informational
08/10/2018
Brice Lawson 04/05/2018 8:15 AM I met with Daniel with Precision on site to go over some questions that he had regarding corrections to the ESC on this site and Raintree Pointe.
PW-Misc
Informational
08/10/2018
John DiMauro 08/03/2018 3:00 PM Met with Brice Lawson to go over the plans and the project status to prepare for a substantial completion.
PW-Misc
Informational
08/10/2018
John DiMauro 08/10/2018 3:38 PM Site visit meeting with Jake Jackson to go over the remaining items for the project.
Water - Material Verification Passed 10/26/2018
Sanitary Sewer - Vacuum Passed 10/26/2018
PW-Misc
Informational
03/22/2018
Brice Lawson 02/15/2018 5:04 PM A vacuum test was performed on the following manholes: MH 1-A1 Start 10 inHg End 9.5 inHg Duration 2min Test Passed MH 1-A2 Start 10 inHg End 9.5 inHg Duration 2.5 min Test Passed MH 1-A3 Start 10 inHg End 9.5 inHg Duration 2.5 min Test Passed MH 1-A4 Start 10 inHg End 9.5 inHg Duration 2.5 min Test Passed
PW-Misc
Informational
03/22/2018
Brice Lawson 02/23/2018 3:42 PM MH 1-A6 was vaccum tested. Test started 10 inHg Test ended 9.5 inHg Test duration 2.5 min. Test Passed MH 1-A7 was vaccum tested Test started 10 inHg Test ended 9.75 inHg Test duration 2.5 min. Test Passed
PW-Sanitary Sewer Testing
Informational
03/22/2018
Sanitary Sewer Testing needs to be completed at the proper time on line C.
Water Line - Construction Taps Removed Passed 10/26/2018
Water Line - Hydrostatic Test Passed 10/26/2018
Water Line - Coliform Test 1 Passed 10/26/2018
Water Line - Coliform Test 2 Passed 10/26/2018
Record Drawing Review Passed 10/26/2018
Sanitary Sewer - Invert Passed 10/26/2018
PW-Misc
Informational
03/29/2018
Tom Chandler 03/13/2018 3:13 PM Contractor ground inverts that needed adjustments. Contractor would like to perform mandrel test tomorrow if possible.
PW-Misc
Informational
03/29/2018
Brice Lawson 03/29/2018 3:25 PM The invert has been installed in MH 1-A7. It appears that the contractor grinded a high spot out of the invert. The invert has been installed in the existing city manhole at the tie-in to existing location.
Pavement-Stabilized Subgrade Passed 10/26/2018
PW-Misc
Informational
04/17/2018
Brice Lawson 03/05/2018 11:03 AM Precision is installing the geogrid on meadowbrook ln. It appears that the geogrid is being installed 1' behind the proposed curb. It appears that the seams of the geogrid are being overlapped. It appears that the base rock is being installed in two lifts. The plans call for 10" of base rock under the road. They have installed one lift so far and plan to get compaction tests on the first lift prior to installing the second lift. They have used AB3 on the west half of meadowbrook ln. I checked with Dan Harper to see if it is acceptable to use AB3 instead of modot type 5 aggregate base. He is fine with using the ab3.
PW-Misc
Informational
04/17/2018
Brice Lawson 03/06/2018 10:02 AM Precision is installing the geogrid and base rock on Nautilus Pl south of Meadowbrook Dr. They are installing the 10" of rock in two seperate lifts. Each lift is being tested by KCTE. Precision let me know that the moisture density testing has been completed on the top 6" of the subgrade and the tests were acceptable. They let me know that the locations where the fills were installed previously by Gradeco have been spot excavated to take moisture/density testing. This was done so that Precision could move forward with construction as the compaction tests results from when Gradeco originally placed the fill are not available at this time.
PW-Misc
Informational
04/17/2018
Brice Lawson 03/06/2018 2:54 PM Precision continues to install the baserock on Nautlius south of Meadowbrook. It appears that the first lift has been installed. They are in the process of graiding the first lift in the south cul de sac and grading the second lift on the stem of the road. Precision let me know that KCTE testing is continuing to test the base rock lifts.
PW-Misc
Informational
04/17/2018
Brice Lawson 03/08/2018 12:20 PM Precision has began installing the geogrid and base rock for on Nautilus north of Meadowbrook. The first layer of base rock is being installed. The geogrid is being overlaped at the seams. It appears the geogrid is being installed 1' behind the proposed curb. I spot checked the subgrade where the proposed back of curb will be and it appears that the proper amount of base rock can be installed. KCTE testing is on site and they have performed compaction testing on the subgrade and they said the tests are all passing and at or above 95% compaction.
PW-Misc
Informational
04/17/2018
Brice Lawson 03/09/2018 3:10 PM Precision is installing the second and final lift of base rock on Nautilus north of Meadowbrook. They are using a grader to grade the material and compacting the rock with a smooth roller. KCTE Testing is on site performing compactions tests and they said the tests are passing.
PW-Misc
Informational
04/17/2018
Brice Lawson 04/17/2018 7:50 AM On 4/16/18 Precision added approx. 1" to 2" of rock where the curb will be installed. This was completed to bring the base rock up to grade for the curb machine. The rock that was added has been compacted with a steel drum roller.
Water Line - Thrust Restraint Passed 10/26/2018
PW-Misc
Informational
04/19/2018
Brice Lawson 02/14/2018 3:28 PM The thrust block has been installed at the tee fitting located at STA. 3+52 on water line 1-1. WA610-1-4 concrete mix was used.
PW-Misc
Informational
04/19/2018
Brice Lawson 04/19/2018 1:55 PM The thrust blocks have been installed on the Tee fitting at STA. 1+12.23 and at the 45 degree bend at STA. 1+20.47. This is at the tie-in to the existing DI water main location.
Curb - Compression Strength Passed 10/26/2018
PW-Misc
Corrective Action Required
04/25/2018
Brice Lawson 04/25/2018 3:58 PM The 7 day compressive strength reports for the curb have been submitted for three seperate sets of cylinders. The 7 day comp. strengths are all over 4000 p.s.i. The reports appear to be acceptable. Submit the 28 day test reports when they are available.
Water Line - Fire Hydrant Passed 10/26/2018
PW-Misc
Corrective Action Required
04/26/2018
Brice Lawson 04/26/2018 4:03 PM Finish installing the polywrap up to the bury line and seal with proper tape.
Storm Sewer Construction Inspection Passed 10/26/2018
PW-Storm Sewer Inspection
Informational
04/26/2018
Brice Lawson 12/19/2017 3:55 PM CI 1-20E and CI 1-20D have been installed on a bed of clean rock. The 15" ADS HDPE storm pipe has been installed between these curb inlets. The pipe has been bedded on clean rock. The inverts, interior and exterior collars have been installed at these curb inlets. Approx. 130' of the 18" ADS HDPE has been installed in the trench but it has not been covered with rock.
PW-Storm Sewer Inspection
Informational
04/26/2018
Brice Lawson 12/20/2017 3:22 PM The 130' of 18" HDPE from CI 1-20D towards CI 1-20C has been bedded and covered with clean rock.
PW-Storm Sewer Inspection
Informational
04/26/2018
Brice Lawson 01/09/2018 11:39 AM Precision is installing the storm structures and HDPE storm pipe for storm lines 1-10 and 1-11. It appears that the pipes are being installed on a bed of clean rock. The bell ends are facing up hill. The hdpe pipe has been installed between CI 1-10C and MH 1-10B. The trench width is too narrow. I informed George of this and he said they plan to dig this trench wider.
PW-Storm Sewer Inspection
Informational
04/26/2018
Tom Chandler 01/25/2018 7:21 AM Installed the remaining 30" HDPE pipe for line 1-10. Installed last section towards MH 1-10B. Did not backfill.
PW-Storm Sewer Inspection
Informational
04/26/2018
Tom Chandler 01/25/2018 4:40 PM Installed 53 ft. of 24" HDPE pipe from MH1-10E to MH 1-10F. Installed MH 1-10F as well. Installed MH 1-10F at station 5+86. Backfilled with rock and will pour collars and inverts on 1/26/2018.
PW-Storm Sewer Inspection
Informational
04/26/2018
Brice Lawson 02/08/2018 5:38 PM CI 1-20C has been installed it is 5' by 3'. The remainder of the 18" HDPE storm pipe was installed from the curb inlet to the previously installed pipes. The collars have been installed. The invert has been installed. The CI was installed on a bed of clean rock.
PW-Storm Sewer Inspection
Corrective Action Required
04/26/2018
Brice Lawson 03/27/2018 1:45 PM MH 1-10D was originally designed to have a 4" frame. The contractor has recieved a approved change to install a 9" frame. It appears that the bell has been removed from the underside of the concrete lid. The spigoet has been removed from the top of the manhole wall. It appears that bars have been installed @12" O/C and it appears that epoxy has been applied to the holes. The frame has been installed. The 4" adjustment ring has not been installed. The contractor stated that they would have to remove more of the top of the manhole wall to use the adjustment ring. I asked Dan about this and he is ok with the adjustment not being installed. It does not appear that the frame has been sealed to the concrete lid. I aske Jake with Precision about this and he is going to check on this.
PW-Storm Sewer Inspection
Informational
04/26/2018
Brice Lawson 04/10/2018 3:39 PM A revision to storm line 1-20 dated 4/5/18 has been submitted, approved and delivered to the contractor. This revision was done due to a conflict with the existing sanitary force mains.
PW-Storm Sewer Inspection
Informational
04/26/2018
Corrections need to be made to the Storm Sewer Brice Lawson 04/23/2018 4:09 PM A partial inspection of the storm sewer structures for storm line 1-10 and 1-11 has been started. I will make a list of items that need to be corrected.
PW-Storm Sewer Inspection
Corrective Action Required
04/26/2018
Corrections need to be made to the Storm Sewer Brice Lawson 04/26/2018 4:06 PM -Grout the curb throats on the inside of the curb inlets -Grout curb inlet lids -Remove the knockouts from the CI weep holes -Remove the lift cables from the storm structure lids -Remove debris from inside the curb inlets -Have contractor verify that the joints for the manhole frames in MH 1-10E and MH 1-10D have been sealed with mastic -Repair the wall inside MH 1-10D where it appears the steel is exposed -Properly seal the joint between the concrete lid and the manhole wall in MH 1-10D
Water Line - Coliform Test 2 Passed 10/26/2018
PW-Misc
Informational
06/08/2018
I collected the day 2 water samples yesterday and delivered them to Blue Valley Labs. We will know the test results today 6/8/18.
Water Line - Construction Inspection Passed 10/26/2018
PW-Main inspection
Informational
06/18/2018
Brice Lawson 01/29/2018 3:10 PM The contractor has began installing the 8" PVC water main for water main 1-1 from approx. STA. 1+36 towards the east. The pipe is being bedded in clean rock. The fire hydrant at STA. 1+91.45 has been moved to STA. 1+96.45 due to an existing power line. The hydrant has been set on a concrete block that is approx. 2' by 2'.
PW-Main inspection
Informational
06/18/2018
Brice Lawson 01/30/2018 4:04 PM Precision has installed 8" C900 PVC water main on line 1-1 from approx. STA. 2+60 to approx. STA. 3+52. An 8" Tee and 8" Mueller gate valve were installed with the valve on the west side of the tee. The 8" C900 water line has been installed from STA. 5+40 to approx. STA. 6+98.1. The pipe was connected to the tee fitting at STA. 6+98.1. The pipe is being bedded and covered with clean rock. The tracer wire is being taped to the top of the pipe. It is difficult to verify that the water line is being placed as shown on plans as there are very few off set stakes and no F/L elevations for the water main.
PW-Main inspection
Informational
06/18/2018
Brice Lawson 01/31/2018 1:28 PM Precision has installed the water main on line 1-2 from STA. 5+40 to STA.4+66.63. The fire hydrant and 6" gate valve have been installed at STA. 4+78.70. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. The water main is 4' to 5' below existing grade.
PW-Main inspection
Informational
06/18/2018
Brice Lawson 02/02/2018 11:24 AM The water line for line 1-2 has been installed from STA. 3+20 to STA. 1+99. The 8" C900 water pipe is being installed on a bed of clean rock. The tracer wire has been installed above it. The 45 degree bends have been installed and the bolts have been sprayed with under coating. The fittings have been wrapped with poly wrap and sealed with tape. It appears that the end of the sanitary service stub for lot 24 does not extend to the north side of the water line. I asked Jake with Precision if they would want to extend this now while they know where the lines are. He is going to check with the developer.
PW-Main inspection
Informational
06/18/2018
Brice Lawson 02/07/2018 3:07 PM Precision has installed the 8" PVC water main from the tee fitting at STA. 6+98.91 to approx. STA. 9+89.00. The 8" Mueller 2361 gate valve was installed at STA. 6+98.91 on the south side of the tee fitting. The tee fitting has been installed at STA.7+90.54. The pipe is being bedded in clean rock. The tracer wire is being installed along the top of the pipe. Epoxy splice connectors are being used.
PW-Main inspection
Informational
06/18/2018
Brice Lawson 02/08/2018 5:21 PM The 8" C900 warter main has been installed from STA. 9+89 to STA. 12+00. This section of water main was installed and backfilled before it was inspected. It appears tracer wire was installed with this pipe. It appears that the marker tape has been installed. This section of water main trench was being backfilled and the soil was being compacted with a sheepsfoot compactor. KC Testing was on site performing compaction testing on the trench backfill. The tester informed me that the test are passing and that the compaction efforts appear to be proper. The contractor has excavated a trench to install the water main from STA. 12+00 to STA. 14+16.58. I informed the contractor that the trench looks too deep according to the proposed fill on the plans. He checked his grade and confirmed that the trench was excavated too deep. He plans to backfill the trench and get compaction tests performed on the fill. I will be off on vacation the next couple days and Tom Chandler will be covering this project. Tom came out to the site today and I informed him of what is going on with the water main trench. He is aware of this issue.
PW-Main inspection
Informational
06/18/2018
Backfield and tested from station 12+00 to station 14+10. Will install water later today.
PW-Main inspection
Informational
06/18/2018
Tom Chandler 02/09/2018 3:59 PM Installed from station 12+00 up to station 14+10. Will install hydrant and thrust restraints on 2/12/2018.
PW-Main inspection
Informational
06/18/2018
Tom Chandler 02/12/2018 4:24 PM Was working on some hydrants today. Did not really get much done on them. Planning on pouring thrust restraints on 02/13/2018.
PW-Main inspection
Informational
06/18/2018
Brice Lawson 02/13/2018 3:33 PM Precision is working on installing the water main and fire hydrant for water line 1-2 near STA. 13+96.94. They let me know that they will not have 42" of cover over the main at the tee for the hydrant. They also dont think that the hydrant will stand plumb. I suggested that they talk to the design engineer about these issues. I also suggested getting survey stakes that show finish grade elevations and top of water main elevation so the water main elevation could be verified on site.
PW-Main inspection
Informational
06/18/2018
Brice Lawson 04/10/2018 3:32 PM A revision to water line 1-2 dated 4/5/18 was submitted, approved and delivered to the contractor. The revision includes moving the water line to the east at the southeast side of the south cul-de-sac.
PW-Main inspection
Informational
06/18/2018
Brice Lawson 04/13/2018 4:26 PM Precision is working on installing water line 1-2 near STA. 13.99. They are planning to work tomorrow depending on the weather. They did not give me proper notice to work overtime. Bryan plans to come by the job site tomorrow.
PW-Main inspection
Informational
06/18/2018
Brice Lawson 04/17/2018 7:38 AM Precision has installed the remainder of the water main for water line 1-2 from STA. 13+86 to STA. 14+17.08. The fire hydrant has been installed at STA. 13+99. It appears that the pipe has been bedded and covered in clean rock. It appears that the tracer wire has been installed over the pipe. The DI fittings have been wrapped in poly encasement. The thrust blocks have been installed at the fire hydrant and tee fitting at STA. 13+99. The thrust block has been installed on the end of the line cap at STA. 14+17.08. The thrust blocks have been installed on the 45 degree bends at STA. 13+86.29, STA. 13+13.67. The pipe and thrust blocks were covered with rock when I arrived on site. I saw the fittings and tracer wire on 4/16/18.
PW-Main inspection
Informational
06/18/2018
Brice Lawson 04/17/2018 3:24 PM Precision has installed the thrust blocks on the 45 bends at STA. 11+99.58 and STA. 12+59.91 on water line 1-2. They were working on backfilling the water line in the south cul-de-sac. They are excavating the pit for the water tie-in that is scheduled for tomorrow. The tie-in location is at STA. 1+12.23 on water line 1-2. It appears that the contractor has the corrects water main appurtenances to perform the tie-in.
PW-Main inspection
Informational
06/18/2018
Tom Chandler 04/18/2018 3:41 PM Water tie-in has been completed. Water department came back out to put water main back in service and flush the line. Contractor poured thrust blocks for the tee and bend as well. New valve installed is closed as well.
PW-Main inspection
Informational
06/18/2018
Matt Munger 04/18/2018 10:15 AM I observed the Contractors cut in the tee, I observed them swab the fittings and pipe with bleach. I left before the water was turned back on but Tom C. was on site to oversee the work.
PW-Main inspection
Informational
06/18/2018
Brice Lawson 04/27/2018 9:57 AM Precision has requested to fill the new water main that has been constructed with water to get the air out of the mains in preparation for the hydrostatic test. Some of the valve boxes need to be cut down to access the operating nut. The excavation pit at the tie-in location needs to be partially backfilled so I can access the valve. The contractor verified that the bolts on the retainer gland need to be tightened where the retainer gland attaches to the temporary cap on the end of the water main. The temporary cap is near the proposed tie-in location at STA.1+00 on water line 1-1. They plan to take care of these items and call back to schedule the filling of the water main.
PW-Main inspection
Corrective Action Required
06/18/2018
Brice Lawson 04/27/2018 4:27 PM The new water main was slowly filled and flushed at each fire hydrant to get the air out of the line in preparation for the hydrostatic test. When the line filled up a leak was noticed where the temporary cap was installed near the proposed tie-in at STA. 1+00 on water line 1-1. The valve that isolates the new water main from the existing water main was closed after the new water line was filled and flushed to remove air. The contractor noticed that the all-thread securing the cap was not properly secured. The contractor is working on making the corrections to the cap. Make proper corrections to the water main where it was leaking
PW-Main inspection
Corrective Action Required
06/18/2018
Brice Lawson 05/02/2018 2:05 PM Verify the depth of water line at STA. 14+06 located southeast of CI to verify that the water main has the proper cover. There is a revised sheet 01RC-CR-WA-03.
PW-Main inspection
Informational
06/18/2018
Brice Lawson 05/03/2018 11:36 AM Precision is excavating an area near the end of water line 1-2 in preparation for the construction tap installation. The plan too have 4 construction taps in stalled on the new water main at this site in order to disenfect the water line and locations to collect bacterial samples.
PW-Main inspection
Informational
06/18/2018
Brice Lawson 05/03/2018 4:46 PM Precision was in the process of excavating a trench near STA. 6+95 on water line 1-2 to prep for a proposed construction tap on the water main.
PW-Main inspection
Informational
06/18/2018
John DiMauro 05/17/2018 2:40 PM A high velocity flush was done on the water line. Hydrant's 64-004, 64-006 & valve # 139399 were opened completely up. The line was flushed at high velocity for 10 minutes.
PW-Main inspection
Informational
06/18/2018
John DiMauro 06/01/2018 On Friday afternoon the Precision crew chlorinated the water line. The crew ran out of chlorine before we could get an acceptable reading so they plan to re-chlorinate on Monday morning 6/4/18.
PW-Main inspection
Informational
06/18/2018
John DiMauro 06/04/2018 11:25 AM The Precision crew completed the chlorination of the water line this morning. I verified the chlorine amount on the test application. The crew will de-chlorinate and flush the line tomorrow after the line has sat for 24 hours.
PW-Main inspection
Informational
06/18/2018
John DiMauro 06/05/2018 4:00 PM The Precision crew is performing the high velocity flush of the water line. The line will be flushed until it reaches below the acceptable chlorine level then sit until samples can be collected and delivered to the lab tomorrow.
PW-Main inspection
Informational
06/18/2018
Brice Lawson 06/18/2018 2:55 PM On 6/15/18 Schleif Construction performed a tie-in to the existing water main on line 1-1 at STA. 1+00. The existing DI main was cut. The contractor installed a gate valve on the existing line north of the tee fitting and a gate valve on the east side of the tee fitting. The contractor used retainer glands that are for PVC pipe to make the connections on the existind DI water main. I checked with Kevin York at the water dept. who checked with the manufacurer and it was determined that the use of the retainer glands intended for PVC pipe but used on the DI pipe would be fine. The contractor installed a thrust block behind the new tee fitting, wrapped the DI fittings with polywrap and sprayed the bolts with undercoating spray. The water dept. shut off the water on the existing main in this area so the tie-in could be performed. The line remained off at the end of the day due to an issue with the newly constructed main not being pressurized. Evan with the water dept. informed me that one new set of bacterial samples will need to be taken on the new isolated water main in this subdivision.
Grading/Excavation/Fill Inspection Passed 10/26/2018
PW-Misc
Informational
06/26/2018
Brice Lawson 07/11/2017 4:05 PM Gradeco Construction was working on grading, clearing and grubbing the site. They were working on the north diversion ditch. The road was free of debris.
PW-Misc
Informational
06/26/2018
Brice Lawson 07/12/2017 11:17 AM\ Gradeco Construction has been working separating the brush on site that they piled up. They have installed a diversion ditch on the north end of the site with rock checks in the ditch. They began a fill operation that appears to be on future lots 25 and 26 and east of the storm pipe outlet structure. They said that they have installed approx. 2.5' of fill in this area. They were using a sheeps foot to compact the fill after it was spread. I asked them to stop working on this fill because there was no testing being performed on the lifts of fill. Darrell Vaughn said he would have them stop the fill operation and he was aware that a testing lab should be on site.
PW-Misc
Informational
06/26/2018
Brice Lawson 07/18/2017 1:33 PM Gradeco Construction continues to perform cut and fill operations. It appears that they are working on lots #23 thru #27 and the north cul de sac. It appears that they are installing the material in lifts and compacting it with sheeps foot. They let me know that they are getting commpaction tests on each lift.
PW-Misc
Informational
06/26/2018
Brice Lawson 12/11/2017 4:24 PM The sanitary sewer main and stub trenches have been backfilled to what appears to be existing grade from existing MH at 1+00 on line 1 to MH 1-A1, from MH 1-A1 to MH 1-A2, and from MH 1-A2 to MH 1-A3. The sanitary main and stub trenches from MH 1-A3 to MH 1-A4 are partially backfilled. It appears that the soil is being placed and compacted in the trench in lifts. It appears that the sanitary main and stub trenches from MH 1-A4 to MH 1-B1 are being backfilled and compacted in lifts. KCTE is on site performing moisture/density testing on the trench backfill. They let me know that the moisture/density tests are passing and he has noticed that the large rocks are being culled from the soil and stockpiled. He has not noticed any large rocks being placed in the trench backfill.
PW-Misc
Informational
06/26/2018
Brice Lawson 03/01/2018 11:58 AM The curb stakes have been installed. The contractor is grading the road subgrade. They plan to leave the subgrade about 2" high in case it rains. They plan to get compaction tests done on the fills that were previously installed by Gradeco.
PW-Misc
Informational
06/26/2018
Tom Chandler 03/02/2018 3:48 PM Cutting grade and testing subgrade. KCTE on-site for testing.
PW-Misc
Informational
06/26/2018
Brice Lawson 03/06/2018 2:58 PM Precision is backfilling the trench for sanitary line C. It appears that they are installing the soil and compacting the backfill in lifts with at vibratory sheeps foot. There did not appear to be any large rocks in the material. KCTE Testing is on site to perform moisture/density testing on the trench backfill.
PW-Misc
Informational
06/26/2018
Brice Lawson 03/09/2018 2:45 PM The backfill on sanitary line 1-C has been completed. KCTE testing has tested the remainder of the trench backfill today.
PW-Misc
Informational
06/26/2018
Brice Lawson 04/19/2018 2:01 PM Approx. 95% if the curb has been installed. Precision is in the process of backfilling the curb. It appears that they are using dirt that was previously stockpiled at the southwest corner of the site.
PW-Misc
Informational
06/26/2018
Brice Lawson 04/23/2018 10:22 AM Heartland Midwest has excavated a trench that crossed the proposed Meadowbrook Dr approx. 9' behind the existing back of curb on the east side of Raintree Pkwy. They are adjusting the elevation of existing att&t lines that are in a conduit. They plan to backfill the trench with flowable fill. I informed them that they can use the KC APWA flowable fill and the flowable fill needs to extend to the top of the subgrade and to atleast 1' behind the back of the proposed curb.
PW-Misc
Corrective Action Required
06/26/2018
Brice Lawson 04/25/2018 3:57 PM Correct the project title on the compaction tests that have been submitted.
PW-Misc
Corrective Action Required
06/26/2018
Brice Lawson 05/02/2018 2:13 PM Fill material has been installed to backfill the curb and fill the ROW areas. There is deleterious material in the fill such as roots, mulch and large rock. The deleterious material is not a acceptable material for fill. This is located in areas around the new streets in this subdivision. Make proper corrections to the filled areas.
Sanitary Sewer - Mandrel Passed 10/26/2018
PW-Misc
Informational
06/28/2018
Brice Lawson 02/27/2018 10:46 AM Precision performed the mandrel test on the 8" line segment from MH 1-A6 to Mh 1-A7. The mandrel was pulled from MH 1-A6 towards MH 1-A7. The mandrel did not pass from the pipe to the invert in MH 1-A7. They are going to make corrections and retest.
PW-Misc
Informational
06/28/2018
A mandrel test was performed on the 8" sanitary sewer line for the areas that were corrected of sags. Percision pulled the mandrel on the line segment's from MH A-6 to A-7, A-6 to A-5 and A-4 to A-3. The mandrel was pulled through the lines with no deflection. I verified that the mandrel was acceptable, 7.37 diameter, 10" length and 9 prongs. Mandrel test passed for these line segments.
PW-Misc
Informational
06/28/2018
John DiMauro 05/30/2018 3:22 PM Precision performed the mandrel test on the new 12"in line installed. A mandrel was pulled on the line segment from MH1-C1 to MH1-C2. The first attempt the mandrel got stuck at the invert at MH1-C2. The crew made adjustments to the invert with a grinder and the second attempt the mandrel pulled through with no deflection. Passing test on this line segment.
PW-Misc
Informational
06/28/2018
Brice Lawson 06/28/2018 11:53 AM The contractor scheduled a mandrel test on sanitary line C. They were not able to perform the test due to an equipment issue. I informed them to call back to reschedule.
PW-Misc
Corrective Action Required
06/28/2018
Brice Lawson 06/28/2018 3:30 PM The following mandrel tests were performed with a 10.96" mandrel with 9 prongs. A mandrel test was performed on the 12" sanitary line segment from MH 1-C1 to the existing City MH 64-001. The section of pipe that the mandrel was pulled thru passed the mandrel test. The invert in the existing mh will need to be corrected due to a pipe being removed. Another mandrel test is required to verify that the mandrel can pass from the 12" pipe into the new invert once the invert is installed in MH 64-001. A mandrel test was performed on the new 12" sanitary sewer line segment between MH 1-C2 to existing MH 62-003. The mandrel passed thru this line segment. Another mandrel test is required to verify that the mandrel can pass from the 12" pipe into the new invert once the invert is installed in MH 62-003.
Public Curb Inspection Passed 10/26/2018
Storm - Rip Rap Passed 10/26/2018
PW-Misc
Informational
07/06/2018
John DiMauro 07/06/2018 1:59 PM I verified the correct size riprap at the south outlet structure.
Sanitary Sewer Construction Inspection Passed 10/26/2018
PW-Main inspection
Partial Correction
08/01/2018
A main inspection has uncovered the following problems.Brice Lawson 04/05/2018 11:26 AM Sags and debris have been identified in the following sanitary line segments. Make proper corrections to these line segments. Coordinate inspections with the inspector for this site. Sag @ 90' to 97' form MH 62-208 to MH 62-207 Debris @ 97' to MH 62-207 Brice Lawson 04/12/2018 4:09 PM/// Ace Pipe Cleaning jetted this line segment and removed the debris. Sag @ MH 62-208 to 8' Sag @ 190' from MH 62-208 to MH 62-209 Sag @ 286' to 292' from MH 64-168 to MH 64-167 Sag @ 238' to 244' from MH 64-168 to 64-167 Complete mandrel testing and infiltration/exfiltration testing on the line segments that the sags were repaired 30 days after backfill completion.
PW-Main inspection
Informational
08/01/2018
Brice Lawson 04/06/2018 12:13 PM Precision is working on repairing the sags between MH 64-168 and MH 64-167. They have excavated down to the pipe and raised it about a 1/4" and chocked in the rock under the pipe at one of the sags and installed bedding rock over the pipe. KCTE Testing is on site to perform compaction testing of the trench backfill.
PW-Main inspection
Informational
08/01/2018
Brice Lawson 04/07/2018 2:43 PM Precision is working on repairing the sags in the sanitary line segments. The two sags between MH 64-168 and MH 64-167 have been repaired. The trenches have been backfilled. KCTE Testing is on site perfoming compaction testing. John let me know that the tests are at least 95% for the trench backfill. Precision has excavated down to the sag just north of MH 62-209. They are in the process of repairing the sag. The pipe has been covered with clean rock after the sag was repaired. They shined a flashlight in the pipe and discoverd there is debris at this sag location.
PW-Main inspection
Informational
08/01/2018
Brice Lawson 04/09/2018 1:15 PM Precision has finished repairing and backfilled the sag @ 190' from MH 62-208 to 62-209. They have repaired the sag @ MH 62-208 to 8'. They have began backfilling and KCTE Testing is on site. Eric with KCTE Testing let Precision know that three tests for this backfill have failed due to moisture content and compaction. They plan to make proper corrections. Precision is excavating the trench to repair the sag at 90' to 97' from MH 62-208 to MH 62-207.
PW-Main inspection
Informational
08/01/2018
Brice Lawson 04/10/2018 11:31 AM Precision has repaired the sag @ 90' to 97' from MH 62-208 to MH 62-207. A water main pipe was encountered that crossed this trench during this repair and the contractor said they bedded the water line with clean rock prior to covering. The pipes have been covered but the trench has not been backfilled.
PW-Main inspection
Informational
08/01/2018
Brice Lawson 04/11/2018 8:29 AM The excavation to repair the sag @ 90' to 97' from MH 62-208 to MH 62-207 was backfilled on 4/10/18. I spoke with KCTE Testing on site and they let me know that the compaction test were passing and the fill was installed in 8" compacted lifts. The sag excavation @ MH 62-208 to 8' is being backfilled now. KCTE Testing is on site and performing compaction testing. It appears that the backfill is being installed and compacted in lifts. Video footage of the sanitary video inspection was loaded onto a thumb drive at the contractors request. I gave the thumb drive to Precision.
PW-Main inspection
Corrective Action Required
08/01/2018
Brice Lawson 04/11/2018 8:34 AM The sanitary line marker tape has not been installed at some of the sag repair locations. The only sag repair location that the marker tape was installed is at the sag locations between MH 64-167 and MH 64-168. I brought this up to Precision and they plan to come back and install the marker tape at a later time. Properly install the marker tape at the sag repair locations.
PW-Main inspection
Informational
08/01/2018
John DiMauro 07/26/2018 10:08 AM Crews are on site installing the inverts for the existing manholes for the sanitary sewer line C.
PW-Main inspection
Informational
08/01/2018
David Duncan Construction crew was on site working on removing the inverts in the existing manholes on the C Line. John DiMauro 07/27/2018 3:39 PM The crew removed the inverts and poured the new inverts in the manholes. The crew is going to let the concrete set up before putting the line C into service.
Water - Material Verification Passed 10/26/2018
Street - Surface Course Partial 12/17/2018 at 9:30 AM 12/17/2018
Misc
Informational
12/17/2018
John DiMauro 12/17/2018 3:14 PM Phillips Paving was on site to fix and patch the areas of the road with a ponding problem. The crew did a 2" mill of the road and installed the type 3 surface over the mill. I verified the asphalt type and temperature during the install.
Sidewalk Inspection Partial 05/31/2019
PW-Misc
Informational
07/11/2018
John DiMauro 07/10/2018 2:57 PM Crews were on site continuing the sidewalk install. The crew plans to install the ADA sections of the sidewalk along SW Raintree PKWY tomorrow morning.
PW-Misc
Informational
07/11/2018
John DiMauro 07/11/2018 10:03 AM Crews on site this morning installing the ADA sections of the sidewalk along SW Raintree PKWY to the north of SW Meadowbrook Dr. The crew will finish the sidewalk to the south of SW Meadowbrook Dr. once the utility pedestal is relocated.
Misc
Informational
05/31/2019
PRE POUR INSPECTION The crew formed the sidewalk and ADA ramp sections on the north side of SW Meadowbrook DR. There forms are set and there appears to be sufficient compacted aggregate.
Erosion Control Inspection Failed 02/21/2020
PW-Erosion and Sediment Control
Resolved
02/21/2020
Your project is in violation of the Erosion and Sediment control policy. Brice Lawson 04/04/2018 1:51 PM Temporary sediment trap #1 has been removed. The plans show the temp. sed. trap to be removed after the uphill watershed is seeded and mulched and vegetation has been established. The east perimeter silt fence just south of the mulch berm is not trenched into the ground. Make proper corrections to control erosion at this location. Brice Lawson 04/11/2018 9:25 AM RESOLVED Straw waddles have been installed upstream in front of the silt fence in this location to control erosion. Properly stabilize all disturbed areas of the site.
PW-Misc
Resolved
02/21/2020
Brice Lawson 05/03/2018 11:40 AM The esc devices that are in place appear to be effective. The disturbed areas of the site mentioned on the inspection summary from 4/19 have not been stabilized. Make proper corrections.
PW-Misc
Resolved
02/21/2020
John DiMauro 05/31/2018 10:06 AM The ESC devices are intact.
PW-Erosion and Sediment Control
Corrective Action Required
02/21/2020
Your project is in violation of the Erosion and Sediment control policy. There are a number of lots in the subdivision that need erosion control devices to be corrected, installed & maintained. There are a number of lots that need the correct construction entrances to be installed. The streets are covered in mud, silt and loose rock and need to be cleaned asap. The weather forecast is calling for significant rain in the next 48 hours so please make corrections to the erosion control efforts for this permit asap to avoid stop work orders and freezing of permits.
Erosion Control Inspection Failed 02/21/2020
PW-Erosion and Sediment Control
Corrective Action Required
02/21/2020
Your project is in violation of the Erosion and Sediment control policy. There are a number of lots in the subdivision that need erosion control devices to be corrected, installed & maintained. There are a number of lots that need the correct construction entrances to be installed. The streets are covered in mud, silt and loose rock and need to be cleaned asap. The weather forecast is calling for significant rain in the next 48 hours so please make corrections to the erosion control efforts for this permit asap to avoid stop work orders and freezing of permits.
Misc
Corrective Action Required
02/21/2020
Your project is in violation of the Erosion and Sediment control policy. There are a number of lots in the subdivision that need erosion control devices to be corrected, installed & maintained. There are a number of lots that need the correct construction entrances to be installed. The streets are covered in mud, silt and loose rock and need to be cleaned asap. The weather forecast is calling for significant rain in the next 48 hours so please make corrections to the erosion control efforts for this permit asap to avoid stop work orders and freezing of permits. Notify builders with active permits to make corrections to their ESC devices and keep the sites contained.
Erosion Control Inspection Failed 2/21/2020 02/21/2020
Misc
Corrective Action Required
02/21/2020
Your project is in violation of the Erosion and Sediment control policy. There are a number of lots in the subdivision that need erosion control devices to be corrected, installed & maintained. There are a number of lots that need the correct construction entrances to be installed. The streets are covered in mud, silt and loose rock and need to be cleaned asap. The weather forecast is calling for significant rain in the next 48 hours so please make corrections to the erosion control efforts for this permit asap to avoid stop work orders and freezing of permits. Notify builders with active permits to make corrections to their ESC devices and keep the sites contained.
Documents & Images
Date Uploaded File Type Document Name
06/15/2017 Receipt Receipt for transaction: 2017-003913
06/15/2017 Receipt Receipt for transaction: 2017-003914
08/24/2017 Letter PW-Daily Inspection Summary
10/10/2017 Letter DE-Permit
10/12/2017 2nd Issued Permit
11/16/2017 Letter DE-Daily Inspection Summary
11/20/2017 Letter DE-Daily Inspection Summary
11/24/2017 Letter DE-Daily Inspection Summary
11/30/2017 Letter DE-Daily Inspection Summary
12/01/2017 Letter DE-Daily Inspection Summary
12/20/2017 Letter DE-Daily Inspection Summary
01/19/2018 Letter DE-Daily Inspection Summary
01/22/2018 Letter DE-Daily Inspection Summary
01/22/2018 Letter DE-Daily Inspection Summary
10/23/2017 Letter DE-Daily Inspection Summary
01/25/2018 Letter DE-Daily Inspection Summary
01/25/2018 Letter DE-Daily Inspection Summary
08/29/2017 Letter PW-Daily Inspection Summary
01/31/2018 Letter DE-Daily Inspection Summary
08/04/2017 Letter PW-Daily Inspection Summary
08/01/2017 Letter PW-Daily Inspection Summary
02/07/2018 Letter DE-Daily Inspection Summary
02/08/2018 Letter DE-Daily Inspection Summary
07/26/2017 Letter PW-Daily Inspection Summary
02/12/2018 Letter DE-Daily Inspection Summary
07/25/2017 Letter PW-Daily Inspection Summary
07/18/2017 Letter PW-Daily Inspection Summary
07/12/2017 Letter PW-Daily Inspection Summary
02/14/2018 Letter DE-Daily Inspection Summary
07/11/2017 Letter PW-Daily Inspection Summary
02/16/2018 Letter DE-Daily Inspection Summary
07/10/2017 Sanitary Sewer Plans
07/10/2017 Street, Storm , Mass Grading, Erosion Plan
07/10/2017 Issued Permit
07/05/2017 Letter PW-Permit
02/23/2018 Letter DE-Daily Inspection Summary
07/05/2017 Letter PW-Permit
05/30/2017 Receipt Receipt for transaction: 2017-003212
05/04/2017 Receipt Receipt for transaction: 2017-001809
01/23/2018 Letter DE-Daily Inspection Summary
01/09/2018 Letter DE-Daily Inspection Summary
12/14/2017 Letter DE-Daily Inspection Summary
12/13/2017 Letter DE-Daily Inspection Summary
03/07/2018 Letter DE-Daily Inspection Summary
12/11/2017 Letter DE-Daily Inspection Summary
12/05/2017 Letter DE-Daily Inspection Summary
11/28/2017 Letter DE-Daily Inspection Summary
11/28/2017 Letter DE-Daily Inspection Summary
11/17/2017 Letter DE-Daily Inspection Summary
01/30/2018 Letter DE-Daily Inspection Summary
02/01/2018 Letter DE-Daily Inspection Summary
03/21/2018 Letter DE-Daily Inspection Summary
02/02/2018 Letter DE-Daily Inspection Summary
03/27/2018 Letter DE-Daily Inspection Summary
02/09/2018 Letter DE-Daily Inspection Summary
02/13/2018 Letter DE-Daily Inspection Summary
04/05/2018 Letter DE-Daily Inspection Summary
02/13/2018 Letter DE-Daily Inspection Summary
02/14/2018 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
04/10/2018 Letter DE-Daily Inspection Summary
02/15/2018 Letter DE-Daily Inspection Summary
02/16/2018 Letter DE-Daily Inspection Summary
04/12/2018 Letter DE-Daily Inspection Summary
02/16/2018 Letter DE-Daily Inspection Summary
04/17/2018 Letter DE-Daily Inspection Summary
04/17/2018 Letter DE-Daily Inspection Summary
02/20/2018 Sanitary Testing Gauge Cert
02/20/2018 Sanitary Cherne Gauge Cert - sn 5310 Panel
02/26/2018 Letter DE-Daily Inspection Summary
04/23/2018 Letter DE-Daily Inspection Summary
04/25/2018 Letter DE-Daily Inspection Summary
02/28/2018 Letter DE-Daily Inspection Summary
04/27/2018 Letter DE-Daily Inspection Summary
04/27/2018 Letter DE-Daily Inspection Summary
03/01/2018 Letter DE-Daily Inspection Summary
03/02/2018 Letter DE-Daily Inspection Summary
04/09/2018 Letter DE-Daily Inspection Summary
04/10/2018 Letter DE-Daily Inspection Summary
04/11/2018 Letter DE-Daily Inspection Summary
03/08/2018 Letter DE-Daily Inspection Summary
03/09/2018 Letter DE-Daily Inspection Summary
03/12/2018 Letter DE-Daily Inspection Summary
05/30/2018 Letter DE-Daily Inspection Summary
03/13/2018 Letter DE-Daily Inspection Summary
03/14/2018 Letter DE-Daily Inspection Summary
03/14/2018 Letter DE-Daily Inspection Summary
03/14/2018 Letter DE-Daily Inspection Summary
03/22/2018 Letter DE-Daily Inspection Summary
03/29/2018 Letter DE-Daily Inspection Summary
04/04/2018 Letter DE-Daily Inspection Summary
04/05/2018 Letter DE-Daily Inspection Summary
04/05/2018 Map of Sanitary Sags
04/07/2018 Letter DE-Daily Inspection Summary
04/11/2018 Letter DE-Daily Inspection Summary
06/28/2018 Letter DE-Daily Inspection Summary
04/12/2018 Letter DE-Daily Inspection Summary
06/29/2018 Letter DE-Daily Inspection Summary
05/03/2018 Letter DE-Daily Inspection Summary
05/07/2018 Letter DE-Daily Inspection Summary
07/03/2018 Letter DE-Daily Inspection Summary
07/03/2018 Letter DE-Daily Inspection Summary
05/16/2018 Letter DE-Daily Inspection Summary
07/09/2018 Letter DE-Daily Inspection Summary
04/18/2018 Letter DE-Daily Inspection Summary
04/19/2018 Letter DE-Daily Inspection Summary
04/19/2018 Letter DE-Daily Inspection Summary
04/26/2018 Letter DE-Daily Inspection Summary
04/30/2018 Letter DE-Daily Inspection Summary
05/02/2018 Letter DE-Daily Inspection Summary
05/03/2018 Letter DE-Daily Inspection Summary
07/28/2018 Letter DE-Daily Inspection Summary
07/02/2018 Letter DE-Daily Inspection Summary
05/16/2018 Letter DE-Daily Inspection Summary
08/01/2018 Letter DE-Daily Inspection Summary
08/01/2018 Creekside Cert of Partial Sub Sanitary Sewer Line C
08/01/2018 Creekside Punch List for Partial Sub Sanitary Sewer Line C
05/17/2018 Letter DE-Daily Inspection Summary
05/31/2018 Letter DE-Daily Inspection Summary
06/04/2018 Letter DE-Daily Inspection Summary
06/05/2018 Letter DE-Daily Inspection Summary
06/08/2018 Letter DE-Daily Inspection Summary
06/25/2018 Water Sample Results
06/25/2018 Letter DE-Daily Inspection Summary
06/26/2018 Letter DE-Daily Inspection Summary
05/31/2019 Letter DE-Daily Inspection Summary
06/26/2018 Letter DE-Daily Inspection Summary
06/26/2018 Letter DE-Daily Inspection Summary
06/27/2018 Letter DE-Daily Inspection Summary
06/28/2018 Letter DE-Daily Inspection Summary
06/29/2018 Letter DE-Daily Inspection Summary
07/02/2018 Letter DE-Daily Inspection Summary
08/01/2018 Letter DE-Daily Inspection Summary
07/06/2018 Letter DE-Daily Inspection Summary
07/10/2018 Letter DE-Daily Inspection Summary
08/10/2018 Letter DE-Daily Inspection Summary
10/26/2018 Letter DE-Certificate of Substantial Completion Multiple Lot
10/26/2018 Letter DE-Punch List
10/26/2018 Raintree Creekside Signed Certifiacte of Substantial Completion
10/26/2018 Raintree Creekside Signed Punch List
10/26/2018 Receipt Receipt for transaction: 2018-007009
07/11/2018 Letter DE-Daily Inspection Summary
07/16/2018 Letter DE-Daily Inspection Summary
07/24/2018 Letter DE-Certificate of Substantial Completion Multiple Lot
07/24/2018 Letter DE-Punch List
07/26/2018 Letter DE-Daily Inspection Summary
07/27/2018 Letter DE-Daily Inspection Summary
07/30/2018 Letter DE-Daily Inspection Summary
10/11/2023 Letter DE-Certificate of Final Acceptance (Commercial)
08/03/2018 Letter DE-Daily Inspection Summary
12/17/2018 Letter DE-Daily Inspection Summary
02/21/2020 Letter DE-Daily Inspection Summary
02/21/2020 Letter DE-Punch List
02/21/2020 Letter DE-Daily Inspection Summary
02/21/2020 Letter DE-Daily Inspection Summary
09/14/2021 Security Document Maintenance Bond Creekside at Raintree
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