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Inspection History Details

Permit: TR-PIA-0924-00012

Parcel: 141462210

Inspection Status: Passed

Inspection History: TRSP - PIA - Drainage - Pipe Installation/Removal

Date Description Inspector Results Comments
06/25/2025 TRSP - PIA - Drainage - Pipe Installation/Removal Passed Supplemental report to RCBC #1 west wall pour. Photos attached go with that report.
07/02/2025 TRSP - PIA - Drainage - Pipe Installation/Removal Passed Seven channel scupper bottom was poured at station 43+50. CalPortland provided the concrete mix (130624 - 3000 PSI Class S). Forms were new, clean, and void of any deformities. On each wall, #4 rebar connectors were inserted to be able to tie in the scupper top rebar.
10/09/2025 TRSP - PIA - Drainage - Pipe Installation/Removal Passed Scupper top was poured at station 43+50 on the N side of PGE. A rebar inspection was done prior to pouring the top. All rebar matched specifications (#4, spaced at 8", and sat above the deck at least 1-1.5"). CalPortland provided the mix 130624C - 3000 PSI Class S. Sample cylinders were made by the quality control company, ProTex. Top was designed and poured according to specifications.
10/23/2025 TRSP - PIA - Drainage - Pipe Installation/Removal Passed Scupper bottom pour at station 26+60, 3 cell. Borderland provided their own mix design 3000 PSI Class S and poured 2 yds.
10/24/2025 TRSP - PIA - Drainage - Pipe Installation/Removal Passed Scupper top was poured using a mix provided by CalPortland 3000 PSI Class S (130624). Rebar inspection was done beforehand and met all specifications. Rebar had #4 rebar and spaced at 8", one inch away from edges. All rebar was secured together using wire and raised from the bottom. It was poured with 3 yards of concrete, finished and stiff brushed with the appropriate slope percentage according to plans. Sample cylinders were made by quality control company, ProTex.
11/03/2025 TRSP - PIA - Drainage - Pipe Installation/Removal Passed Twenty-four inch RCP's were installed at the eyebrow of Lebaron Dr and Panopeia Dr. The spacing between them was per specification (1 foot). The length of the pipe was per plan (31 ft.) The pipes were bedded using bedding sand and were water jetted to eliminate the most amount of voids. Once to the spring line, they were backfilled and compacted using a jumping jack. Density tests will come the next day.
11/13/2026 TRSP - PIA - Drainage - Pipe Installation/Removal Deferred