Inspection History Details
Inspection Status: Not Ready
Inspection History: ENGR - Drainage Structures
| Date | Description | Inspector | Results | Comments |
|---|---|---|---|---|
| 01/15/2026 | ENGR - Drainage Structures | Not Ready | Toe under where pipes daylight on Wash side is missing, will reinspect in the morning. Request inspection today for tomorrow. | |
| 01/16/2026 | ENGR - Drainage Structures | Partial Pass | 01/16/26 Both the inlet side of drain pipe at Citation Wash and the outlet into the Basin toes and welded wire mesh reinforcing is correct for concrete placement and grouted rip rap. Detail D on page 6. Okay to place concrete/ and finish grouted riprap. |
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| 01/21/2026 | ENGR - Drainage Structures | Partial Pass | Bleeder pipe between basins A and B1 are complete and correct with grouted rip.. Dg path with handrail will be installed later. | |
| 02/10/2026 | ENGR - Drainage Structures | Partial Pass | 2/10/26 At Chrysler Ave ROW Type 3 Sidewalk Scupper inlet at street and outlet into Basin A. Forms are correct to plan and detail. The 3% fall is less than planned but approved by Engineer due to field conditions. Density test of Subgrade complies. Submit density reports to the portal. It is 10' opening- 2 inner walls will be poured as well. All will have #4 rebar hooks at 8" OC per SD 205.5. Ok to pour floor of scupper. Take pictures of reinforcing when done pouring floor. Ensure sidewalk cross slope is less than 2%. Forms and layout of floor of double Type 2 scupper at 25 St. Take pictures of reinforcing after pouring floor. Ensure cross slope is less than 2% Okay to pour floor. Schedule inspection when Ready to pour walls and also When key and toe down are dug for grouted rip rap. |
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| 02/13/2026 | ENGR - Drainage Structures | Partial Pass | Okay to pour 4” top of Scupper. 1/2" Angle nose and rebar correct. #4 at 8" oc mat correct. Sidewalk will not exceed 2%. backfill and compact around structure correct. |
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| 02/20/2026 | ENGR - Drainage Structures | Partial Pass | 2/20/26 Okay to pour Apron in front of type 3 scupper. Okay to pour sidewalk on either side of type 2 scupper at 25th. Footer for free standing block seat wall bench correct. |
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| 03/04/2026 | ENGR - Drainage Structures | Partial Pass | 3/04/26 Grouted RipRap from outlet side of Scupper into Basin A on Chrysler AV is okay to pour/grout. Dimensions of toedowns, spacing of reinforcing and dimensions good. Also curb on top of scupper good to pour, reinforcing good. Basin C Sidewalk scupper Okay to pour walls and plates. Reinforcing and dimensions OK. Embeds for guardrail okay. Differed from PAG spec in plans but equivalent and welded rebar is weldable Grade 60. |
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| 05/01/2026 | ENGR - Drainage Structures | Passed |