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Parcel: 10408051C


Addresses:

4585 N ORACLE RD


Inspection Status: Not Ready

Inspection History: For trash and recycling enclosures

Permit Number - TD-DEV-1222-00060

Inspection Description - For trash and recycling enclosures

Inspection Status - Not Ready

Date Description Inspector Results Comments
08/25/2025 For trash and recycling enclosures Not Ready 8/25/25 Per Structural Plans.
RE Wall footer- Overall dimensions for RE good per plan. Footer will be poured with the bollards at back wall.
Wall Footer dims- 13" x 2' -29" below FG
Reinforcing- 4 #5 continuous top and bottom with #3 ties 24" oc. 29" Verts #5 24" oc
Verts need to be on both sides of control joints, 3 in corners and 2 at the wall ends.

Bollards- Footers need to be dug to correct depth 3'-6" to FG.
Reinforcing 8 #4 verts w/#3 ties at 18" oc.

Bollards depth, reinforcing and the wall footer verts need to be correct to pour Footer.
08/29/2025 For trash and recycling enclosures Partial Pass 9/2/25
Okay to pour footer up to front bollards/hinges. Okay to pour front bollards when correct length per revision are in place. reinforcing/layout correct per TSMR.
09/02/2025 For trash and recycling enclosures Partial Pass 9/2/25
Okay to pour TSMR footer up to front Bollars/hinges. When revised length bollard hinges are in place okay to pour and finish footer. Rebar / layout correct to plan.
09/10/2025 For trash and recycling enclosures Partial Pass 9/10/25 Pre grout. Walls are 5 courses high. Horizontal reinforcement good. Okay to grout walls. Vibrate Grout. Call us back out for 2nd lift.
09/15/2025 For trash and recycling enclosures Partial Pass 9/15/25 OK to grout up to bond beam in refuse enclosure. Bond beam correct.

OK to grout 4' walls in seating area to south of building Footers okayed last week. Reinforcing correct including bond beam.
09/26/2025 For trash and recycling enclosures Partial Pass 9/26/25
6" Slab on grade. Rebar Mat correct. Compaction test report good. Slopes for drainage and forms good. Turn down reinforcement hooks are correct at joint with asphalt. Bollard holes cleaned out… Okay to pour slab