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Inspection History Details
Inspection Status: Passed
Inspection History: ENGR Grading Final
Permit Number - DP17-0038
Inspection Description - ENGR Grading Final
Inspection Status - Passed
| Date | Description | Inspector | Results | Comments |
|---|---|---|---|---|
| 12/03/2021 | ENGR Grading Final | DROBERTS | Approved | Entered by DROBERT5 - |
| 12/03/2021 | ENGR Grading Final | DROBERTS | Approved | Entered by DROBERT5 - |
| 12/03/2021 | ENGR Grading Final | DROBERTS | Approved | Entered by DROBERT5 - |
| 01/07/2019 | ENGR Grading Final | DROBERTS | Continued | Entered by DROBERT5 - MET ONSITE WITH DAVID FROM TOFEL AND LOOKED OVER THE WORK THAT THEY ARE DOING. I HAVE ASKED THAT THEY SCHEDULE A PRE-CON INSPECTION #09150 FOR THIS SITE FOR NEXT WEEK SO THAT BRIAN CAN COME TO THE INSPECTION. |
| 12/21/2021 | ENGR Grading Final | Passed | {Activity date: 12/21/2021; Status: Approved; Inspector: DROBERTS; Comment: Entered by DROBERT5 - } ; {Activity date: 12/02/2021; Status: Partial Approval; Inspector: DROBERTS; Comment: Entered by DROBERT5 - MET WITH TOFEL CONSTRUCTION AND WALKED THE SITE TO SEE WHERE THEY ARE AT IN REGARDS TO A FINAL RELEASE. CURRENTLY THEY ARE STILL WORKING ON THE INSTALLATION OF BRICK PAVERS AT THE SOUTHEAST CORNER OF THE SITE, AND STILL HAVE SOME WORK TO PERFORM AT VARIOUS LOCATIONS THROUGHT OUT THE SITE FOR TOUCH UP AND FINALS. IT WAS NOTED DURING THIS WALK THROUGH THAT THERE ARE STILL A FEW ITEMS THAT HAVE NOT BEEN ADDRESSED AT THIS TIME. 1) THE OVERFLOW ROOF DRAINS ARE PROTRUDING FROM THE BUILDING ON THE WEST AND SOUTH SIDES OF THE BUILDING OVER THE ADJACENT SIDEWALKS AS WELL AS PATIO SCUPPERS. THE HEIGHTS OF THESE ITEMS ARE 60 TO 72 INCHES ABOVE THE SIDEWALKS, THIS APPEARS TO BE A HEALTH AND SAFETY ISSUE. tHESE HAVE BEEN DISCUSSED OVER THE LIFE OF THE PROJECT BUT NOTHING HAS BEEN DONE. WE HAVE DISCUSSED THAT IN MOST OF THE CASES A PLANTER BOX OR POT COULD BE PLACED AT THE SAME LOCATIONS TO PREVENT ACCESS TO THE AREA WITH ONLY MINOR DISRUPTION TO THE PEDESTRIAN TRAFFIC. 2) ROOF DRAINAGE PIPE ON THE SOUTHSIDE OF THE EXISTING RESTARAUNT ON THE SOUTHSIDE OF THE SITE DEPOSIT THEIR DRAINAGE WATER DIRECTLY ONTO THE ADJACENT SIDEWALKS. THIS IS ALSO A HEALTH AND SAFETY ISSUE AND NEEDS TO BE ADDRESSED PRIOR TO THE FULL RELEASE OF THE SITE. IT HAS BEEN DISCUSSED THAT THE PLACEMENT OF A CATCHBASIN IN ONE AREA ALONG WITH A DRAINAGE PIPE POINTING SOUTH COULD RESOLVE MOST OF THE ISSUES FOR THIS PROBLEM. TOFEL WILL LET ME KNOW ASAP WHAT THEY WILL TRY TO DO.} ; {Activity date: 08/27/2021; Status: Continued; Inspector: DROBERTS; Comment: Entered by RSALDAT1 - CONTINUED AT THIS TIME, SEE THE NOTES FOR THE ENGINEERING - FINAL ABOVE } ; {Activity date: 05/29/2020; Status: Partial Approval; Inspector: BBENEDON; Comment: Entered by RSALDAT1 - Partially approved.8” HDPE,Stormwater piping as shown on page 10. Remote inspection with Jose and Wolf. OK to shade and cover with approved Phil material as specified. } ; {Activity date: 02/26/2020; Status: Not ready for Inspection; Inspector: BBENEDON; Comment: Entered by SFLORES2 - Nic with TOEFL dent} ; {Activity date: 07/15/2019; Status: Partial Approval; Inspector: BBENEDON; Comment: Entered by DMERANZ1 - Stormwater piping corrections In the courtyard are OK to cover with your engineers specify approved fill material free from rocks and other construction debris} ; {Activity date: 07/09/2019; Status: Continued; Inspector: BBENEDON; Comment: Entered by DMERANZ1 - I informed Nic the superintendent that, based on my conversations with Dave Roberts and as required per the manufacture, below ground HDPE stormwater piping requires engineered fill material. Please provide a stamped letter from the engineer of record for this project specifying the type of material to be utilized for this project. Note contractor has been using native fill material on piping.} ; {Activity date: 07/08/2019; Status: Continued; Inspector: BBENEDON; Comment: Entered by DMERANZ1 - Three catch basins and associated piping in the old corral area are OK. Correct the tight radius elbow at the horizontal by horizontal change of direction. I also informed Nick that we will need engineers approval for the use of native fill used on HDPE piping.} ; {Activity date: 06/25/2019; Status: Partial Approval; Inspector: BBENEDON; Comment: Entered by DMERANZ1 - Two 24 inch catch basin‘s east of the tunnel and building penetrations are OK to cover with approved materials. Check with the manufacture and the engineer for material specifications. The issue regarding the building and turn on penetrations has not yet been resolved however the connections have been backfilled} ; {Activity date: 06/21/2019; Status: Partial Approval; Inspector: BBENEDON; Comment: Entered by DMERANZ1 - 24 inch plastic catch basins And associated piping installed in courtyard per approved plans are OK to cover, provided that they are backfilled in accordance with job specifications and with manufacturers installation instructions. Do not push the rocks on the side of the ditch onto the pipe. I spoke with Nick the GC and The back hoe operator for star pass pipeline.} ; {Activity date: 06/13/2019; Status: Denied; Inspector: MHASSAN; Comment: Entered by DMERANZ1 - I walk the site with Dave Roberts and Luis from Tofel Dent It was determined that the piping installed is not in accordance with the approved drawings. Provide city approved revisions for the changes made and correct the building penetrations and piping materials as required per building codes} ; {Activity date: 06/12/2019; Status: Denied; Inspector: BBENEDON; Comment: Entered by DMERANZ1 - I walk the site with Nick Project superintendent, PVC stormwater piping penetrating the building exterior masonry wall and the concrete tunnel exterior walls shall be sleeved and sealed with elastomeric or mechanical means. I’ve asked the general contractor to get instructions from his project engineer and I’ll pass this information on to Dave Roberts and Bob Sherry. Contractor shall not cover these locations without approval. Additionally HDPE may not be installed within a building. There is a section of HDPE that passes through the tunnel. Reference international plumbing code sections 303.2, 301.2, 305.2, 305.3, and 305.5.} ; {Activity date: 06/06/2019; Status: Continued; Inspector: DROBERTS; Comment: Entered by DMERANZ1 - LOOKED AT THE CONTINUANCE OF THE 12 INCH CORRUGATED PLASTIC PIPE IN THE CENTER OF THE SITE RUNNING SOUTH, THESE ARE OKAY FOR BACKFILL. THE CREW IS ALSO ADDING ADDITIONAL FARTHER SOUTH IN THIS SAME AREA, THIS WILL BE CHECKED AFTER LUNCH LATER TODAY. SITE INSPECTION FOR THE AFTERNOON INSPECTION ONLY.} ; {Activity date: 06/06/2019; Status: Continued; Inspector: DROBERTS; Comment: Entered by DMERANZ1 - LOOKED AT THE CONTINUANCE OF THE 12 INCH CORRUGATED PLASTIC PIPE IN THE CENTER OF THE SITE RUNNING SOUTH, THESE ARE OKAY FOR BACKFILL. THE CREW IS ALSO ADDING ADDITIONAL FARTHER SOUTH IN THIS SAME AREA, THIS WILL BE CHECKED AFTER LUNCH LATER TODAY.} ; {Activity date: 06/05/2019; Status: Continued; Inspector: DROBERTS; Comment: Entered by DMERANZ1 - CREWS HAVE POURED 4 COLLARS AT VARIOUS LOCATIONS AND ARE LOOKING TO BACKFILL WITH FILL MATERIAL FROM ONSITE. HAVE ASKED THE CONTRACTOR TO MARK ALL AREAS LOOKED AT ON THE SITE DRAWINGS SO THAT THEY CAN BE CHECKED OFF AS BEING COMPLETE AT THIS TIME.} ; {Activity date: 05/31/2019; Status: Continued; Inspector: DROBERTS; Comment: Entered by DMERANZ1 - APPROVED THE PLACEMENT OF BACKFILL FOR TWO CATCH BASINS LOCATED ON THE NORTH SIDE OF THE EXISTING STRUCTURES IN THE CENTRAL AREA.} ; {Activity date: 05/23/2019; Status: Partial Approval; Inspector: BBENEDON; Comment: Entered by DMERANZ1 - 8 inch and 12 inch storm drains at change of direction and transition To PVC south of tunnel with clean outs as shown on Cyprus 81/2 by 11 change to utilities plan. OK to cover, revision expected prior to final inspection. Thank you Brian} ; {Activity date: 05/22/2019; Status: Denied; Inspector: BBENEDON; Comment: Entered by DMERANZ1 - Starpass pipeline, Jose, has installed below grade horizontal Stormwater drain piping with short radius 90° change of direction, T-shaped cleanouts with extensions that have no direction of flow, also transitions between HDPE & PVC piping. Provide documentation and/or standards that allow these installation practices or letter of acceptance from Cypress engineering. I walked the site with Louis and also Nick from TOEFL dent construction at 310-1431.} ; {Activity date: 05/03/2019; Status: Partial Approval; Inspector: RLEDONNE; Comment: Entered by CBELL1 - Highlights for storm water piping on page 7 of 23.} ; {Activity date: 04/29/2019; Status: Continued; Inspector: DROBERTS; Comment: Entered by CBELL1 - I WALKED THE SITE WITH WOLF FROM DENT/TOFEL AND INSPEC |