Inspection History Details
Inspection Status: Partial Pass
Inspection History: ENGR - Drainage Structures
| Date | Description | Inspector | Results | Comments |
|---|---|---|---|---|
| 01/20/2026 | ENGR - Drainage Structures | Partial Pass | Contractor, good to pour concrete for the floor and the footing for the 4-barrel arch culvert. | |
| 01/28/2026 | ENGR - Drainage Structures | Re-inspection required | 1/28/26 3 inside walls 2-7” High approx 50’ sections formed. Reinspection required- verts are bent over at floor approx 15’ to fit within form and in this area there is not minimum clearance from form. Chairs are needed in other areas as well for clearance of horz. |
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| 01/29/2026 | ENGR - Drainage Structures | Partial Pass | 1/29/26 4 barrel arch culvert. Each Barrel ID width 11.3', 81.5' long. 52' starting from outlet (North) of the 3 inside walls to be poured today. Forms 31" H from floor to Construction Joint. East center wall starting from 20.5' from south end #4 verts @9 OC not centered in form so that 1" clearance from form is met. EOR asked that #5 verts @14" be epoxied w/ Simpson Set 3G 7" into floor adjacent to verts where clearance is not met. These #5 Verts are 4' total. 9 #5 verts are inside form at S end of E center wall being poured today. The rest of this stretch with be pored later. One other #5 is located in W center wall 33.5' S of N end of culvert. #5 verts were epoxied in floor correctly with any holes that were not usable within one bar diameter of vert filled with epoxy. In other areas the #4 verts had clearance to forms but horz tied to them did not. When this condition occurred these horz were moved to the other side of verts providing minimum clearance. These horz were non contact lapped at minimum 20" from horz left on other side of verts. This condition conforms With ACI 318 referenced in general notes and EOR approves. Contractor will provide a pictures of work when complete and is being observed by 3rd party ProTex inspector. Okay to pour these center walls formed when all reinforcement complies with minimum clearance from forms. |
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| 02/05/2026 | ENGR - Drainage Structures | Partial Pass | 2/5/26 Single Barrel arch culvert just east of Wingate 11'4" by 5'6". Reinforcing for wing wall footers, Head wall footers at both inlet and outletI and floor of arch. I had contractor adjust some clearances and add continuous bar on wing wall footers that was missing to plan, now correct. Also floor of arch reinforcing is correct. Dimensions of footers correct to plan and survey. Okay to pour inlet and outlet headwall and wingwall footers and floor of culvert. All sections even with invert. |
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| 02/11/2026 | ENGR - Drainage Structures | Partial Pass | 2/11/26 48' linear ft of the 4 arches starting at the outlet side and outlet headwall. The outside walls will also be poured. I had the contractor add #4 continuous rebar that was missing at the haunches between the barrels. The B4007 bars in headwall needed to be put at 48". Some of the spacing between the inside and outside faces needed to be adjusted in outside walls. Laps are good and clearances good otherwise Previously poured inside walls looked good. okay to pour the arches, walls and headwall. |
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| 02/18/2026 | ENGR - Drainage Structures | Partial Pass | 2/18/26 Same 4 barrel, arch culvert inspected previously... Pouring Deck and sidewalls. 2 inches of cover over reinforcing. All reinforced concrete vibrated. |
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| 02/23/2026 | ENGR - Drainage Structures | Partial Pass | 4-barrel arch culvert, second half (south side, sta. 16+46.43): 3 interior starter walls' forms and reinforcement are good, okay to pour. | |
| 03/04/2026 | ENGR - Drainage Structures | Partial Pass | 4 barrel arch culvert and wing walls at sta 16+46.43: ensure spacing to forms is adjusted to 1" on the inside and 2" on the outside (2" both sides on the wing walls). Okay to button up, will reinspect tomorrow to double check that spacing is correct. | |
| 03/05/2026 | ENGR - Drainage Structures | Partial Pass | 4 barrel arch culvert and wing walls at sta 16+46.43: Spacing to forms is good, okay to pour arches and wing walls (second half-south half) | |
| 03/25/2026 | ENGR - Drainage Structures | Partial Pass | Single barrel arch, headwalls, and wing walls at sta. 11+58.90: reinforcement is correct, field adjustments were made to ensure clearances are good. Okay to button up and pour arch, headwall, and wing walls. | |
| 04/01/2026 | ENGR - Drainage Structures | Partial Pass | East cutoff wall in channel is good to pour. | |
| 04/01/2026 | ENGR - Drainage Structures | Partial Pass | Conarch extension at sta 130+19.74: epoxy, locations, bars, dimensions are correct. Connection bars epoxied while I was on-site. Conarch extension at sta 130+19.74: Slab reinforcement and dimensions are correct. Okay to pour slab. Conarch extension at sta 130+19.74: Wing walls and outlet footings have correct dimensions and reinforcement. Okay to pour footings for wing walls and outlet toe down. |
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| 04/03/2026 | ENGR - Drainage Structures | Partial Pass | Shotcrete top for East cutoff wall South of 4 barrel arch: reinforcement is in place with standoffs to maintain clearance, okay to shoot. | |
| 04/08/2026 | ENGR - Drainage Structures | Partial Pass | East cutoff wall in drainage channel is good for shotcrete on entire length. West wall footing is not ready yet. | |
| 04/09/2026 | ENGR - Drainage Structures | Partial Pass | West cutoff wall along drainage channel: okay to pour the footing where the soil is holding firm, the areas that are collapsed will need over-ex and forms for the footing. | |
| 04/10/2026 | ENGR - Drainage Structures | Partial Pass | West toe in channel where WWF is in place is okay to pour | |
| 04/14/2026 | ENGR - Drainage Structures | Partial Pass | Conarch extension and wing walls off Wingate Blvd STA 130+19.74: reinforcement is correct, okay to pour walls and arch. | |
| 04/14/2026 | ENGR - Drainage Structures | Partial Pass | West cutoff wall in drainage channel behind lots 10-17, okay to pour wall. | |
| 04/15/2026 | ENGR - Drainage Structures | Partial Pass | From 18+00 to 21+30 west side footing and WWF is good to pour/shoot top section. | |
| 04/16/2026 | ENGR - Drainage Structures | Partial Pass | West drainage footing and WWF are good down to 16+20, East side is ready to 15+80. Good to pour/shoot top section. | |
| 04/17/2026 | ENGR - Drainage Structures | Partial Pass | Shotcrete slope where WWF is in place is ready to pour. | |
| 04/30/2026 | ENGR - Drainage Structures | Partial Pass | West cutoff wall from 22+40 to 22+75 where it turns 90 degrees towards Wingate: Footing dimensions and reinforcement are good, okay to pour. West cutoff wall from to 16+00 to 16+85: Footing dimensions and reinforcement are good, okay to pour. |
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| 05/07/2026 | ENGR - Drainage Structures | Partial Pass | East cutoff wall from 22+12 to 23+25: Footing dimensions and reinforcement are good, okay to pour. East cutoff wall, north footing on east side after radius: Footing dimensions and reinforcement are good, okay to pour. |
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| 05/08/2026 | ENGR - Drainage Structures | Partial Pass | East cutoff wall, remainder of south side: Footing is okay to pour. Manhole base on South side for underground storm drain pipe running from Basin-1 to CA A-2: both manhole bases are good to pour. |
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| 05/11/2026 | ENGR - Drainage Structures | Partial Pass | OK to pour that cut off wall just south west of the arch culvert | |
| 05/12/2026 | ENGR - Drainage Structures | Partial Pass | contractor is good to shot Crete the bank on the south east side of the channel | |
| 05/13/2026 | ENGR - Drainage Structures | Partial Pass | pour the cut-off wall southwest of the arch culvert Westside | |
| 05/14/2026 | ENGR - Drainage Structures | Partial Pass | okay to gun the walls on the west side south of the arch culvert | |
| 05/15/2026 | ENGR - Drainage Structures | Not Ready | Left voicemail, no return call. | |
| 08/25/2026 | ENGR - Drainage Structures | Partial Pass | Shotcrete drainage channels East of lots 43-53: reinforcement, excavation, and elevations are good, okay to pour. Grouted rip-rap West of lots 31-35: excavations are good, okay to pour. |
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| 08/27/2026 | ENGR - Drainage Structures | Partial Pass | Drainage channels by lot 10, one from underground pipe and one from sidewalk scupper: dimensions and reinforcement are good, okay to pour. Slope reinforcement at sidewalk scupper adjacent to single barrel conarch: forms and reinforcement are good, okay to pour. |
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| 09/02/2026 | ENGR - Drainage Structures | Partial Pass | 9/2/26 - East cutoff wall north of culvert 4.5' detail BL approximately 150' and on other side West cutoff wall north 3' detail BM approximately 60' starting 60' north of culvert. Reinforcing and dimensions correct. Okay to pour toe downs Shotcrete channel just north of culvert reinforcing okay. Contractor will send pictures of area where it meets cutoff wall completed with reinforcing. Maintain spacing between mesh and dirt. Okay to place shotcrete in channel. Detail BJ |
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| 09/03/2026 | ENGR - Drainage Structures | Partial Pass | 9/3/26 main channel cut off walls north of Culvert. West cutoff wall is good to detail BL on page 32 side East cut off wall BM on page 32. Okay to proceed on pouring the rest of the cutoff walls dug going north weather permitting. | |
| 09/04/2026 | ENGR - Drainage Structures | Partial Pass | Work completed prior to my arrival. Please request afternoon inspections for the day prior to early morning pours for added flexibility with our scheduling. | |
| 09/08/2026 | ENGR - Drainage Structures | Partial Pass | Continuation going north- shotcrete slope treatment in main channel above cutoff walls per detail AJ/25. Okay to finish west and east walls up to lot 204. Send pictures showing dirt cleared away from 10g WW coming out of cutoff walls for clearance and clean connection on west side. | |
| 09/09/2026 | ENGR - Drainage Structures | Partial Pass | 9/9/26 South of Arch culvert in main channel. Detail BN 32 End channel 1st cut off perpendicular to Chanel bottom. Wall should be 4' depth per plan but it is 3'. Show good pictures at 4' for this wall or I will look at it tomorrow. Half of second cut off wall at 6' for access okay to pour. North of Arch culvert one more section of the BM 3' cutoff wall on West side. Send pictures showing end of poured cut off wall that is insufficient broken off and fixed so it reaches 3 feet. Okay to pour this last section when fixed. |
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| 09/10/2026 | ENGR - Drainage Structures | Partial Pass | Main channel south of arch culvert. -#1. 3' perpendicular cut offwall fixed so it was poured at 4' yesterday, now complete. -#2. 2nd half of 5.8' perpendicular cutoff dug correct okay to pour and finish #2 -CO Wall #3 1st half dug and 5.8' depth okay to pour. Main channel North of Arch culvert -west side cutoff wall continues 3' correct another approximately 120' dug correct okay to pour |
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| 09/11/2026 | ENGR - Drainage Structures | Partial Pass | North of arch culvert in Main channel West side cutoff wall 3' depth is Okay to pour from last pour proceeding north until branch channel comes down from north of park area. West Shotcrete slope okay to pour, pending pictures of unfinished portion with dobies and chairs placed for correct clearance, continuing north until end of poured toedown. -South of Arch culvert continuation of perpendicular 5.8' cut off walls 2 more halves dug okay to pour. |
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| 09/14/2026 | ENGR - Drainage Structures | Partial Pass | -South of Arch culvert continuation of perpendicular 5.8' cut off walls 2 more halves dug okay to pour. 67' interval dimension between these walls correct. -North of culvert at outfall. Splash down apron dug correct to keynote 37 pg15, AK/25 and BL/32. 30" deep. Okay to place Mirafi and Riprap to details. |
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| 09/15/2026 | ENGR - Drainage Structures | Partial Pass | -South of Arch culvert continuation of perpendicular 5.8' cut off walls partial width across main channel 2 dug okay to pour. | |
| 09/16/2026 | ENGR - Drainage Structures | Partial Pass | -OK to pour sections of cut off walls south of main channel culvert. -North of Main channel culvert. Okay to continue shotcrete slop protection on West side of channel until next intersection. Clearances good and joint at toe down clean. |
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| 09/17/2026 | ENGR - Drainage Structures | Canceled | Due to rain | |
| 09/21/2026 | ENGR - Drainage Structures | Partial Pass | -North of arch culvert shotcrete slope treatment. On west side beginning of Toedown profile BM/32, 70' @ 3' depth...Okay to pour this 70'. South of this is the transition to BL/32. Transition has not been dug, and south of transition BL going south is not completed. -South of culvert, 2 more half sections of perpendicular cut off wall are okay to pour. -Shotcrete channel STA 12+70.00 from sidewalk scuppers on Aero Dr down to Basin 7 okay to shoot. Reinforcing and spacing and dimensions correct to AJ/25 and schedule in detail Y/24 |
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| 09/22/2026 | ENGR - Drainage Structures | Partial Pass | 9/22/26 -S. of arch culvert in main channel. 2 more half sections of perpendicular cutoff correct. Ok to pour. -N. of culvert. East side toe down south of previous pour of 3' toe down. Transition from 3' to 4' depth over 60' dug correct. Okay to pour the remainder of the 4' toe down going south all the way to last poured section. Okay to pour toe down all the way north until the end of shotcrete slope. On west side okay to pour remaining toedown and shoot slope between the outlet of Basin 7 and access drive. Reinforcing and spacing correct. |
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| 09/23/2026 | ENGR - Drainage Structures | Partial Pass | 9/23/26 Main channel south of arch culvert last half section of 5.8 depth perpendicular cut off wall OK to pour and last 3 foot depth perpendicular cut off ok to pour. -aprons for keynote 18 and 20-AP/27 Dug correctly OK to place filter fabric and rock in both aprons North of arch culvert east side shotcrete slop treatment approximately 300 feet prepared with correct reinforcing and spacing. OK to shoot wall pending pictures as discussed with contractor of cleaned off Toedown and reinforcing at South end. |
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| 09/24/2026 | ENGR - Drainage Structures | Partial Pass | 12' Access route from Wingate down to main channel South of arch culvert. Correct to detail AV/29. Reinforcing and Spacing correct. | |
| 09/25/2026 | ENGR - Drainage Structures | Partial Pass | 09/25/26 -Vehicle access route from park down to main channel is correct. OK to shotcrete this route. -Rip Rap Apron on east side of main channel south of arch culvert correct to plan. OK to place with Rock and filter fabric. -Channel east of sidewalk scupper at far North on Wingate is correct to detail BW/29. Chairs/dobies are needed for spacing of welded wire. Do not shoot this until corrected. |
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| 09/28/2026 | ENGR - Drainage Structures | Canceled | ||
| 10/06/2026 | ENGR - Drainage Structures | Partial Pass | Continue with maintenance access Rd next to basin 7 down to main channel. Welded wire, clearances and dimensions correct. Safety handrail will need to be placed along side the outside of the turn per plan. | |
| 10/07/2026 | ENGR - Drainage Structures | Partial Pass | Shotcrete Outlet channel from Basin 7 into main Chanel okay to shoot | |
| 10/08/2026 | ENGR - Drainage Structures | Not Ready | Weir at basin 4 is still being excavated. | |
| 10/09/2026 | ENGR - Drainage Structures | Partial Pass | Witnessed concrete placement at basin 4 weir. mesh chaired appropriately. | |
| 10/13/2026 | ENGR - Drainage Structures | Canceled |