3.21.18 - Eng. Correction Notice Ed. Memory Care (2).pdfCITY OF EDMONDS
CORRECTION NOTICE
Al
ENGINEERING DIVISION
(425) 771-0220
City Website: www.edmondswa..gov
DATE: March-2-,21Mt PERMIT NUMBER: BLD20150744 & 0032
OWNER: Edmonds Memory Care SITE CONTACT: -Scott Schumacher
ADDRESS: 2100672 nd Ave W.
TYPE OF INSPECTION: FINAL INSPECTION
F-1 WORK DESCRIBED BELOW HAS BEEN INSPECTED AND APPROVED
APPROVED PLANS AND PERMIT JOB CARD MUST BE AVAILABLE TO -INSPECTOR
ON SITE
Z CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE
APPROVED AND/OR THE NEXT PHASE OF WORK IS STARTED.
Z RECALL FOR INSPECTION
F� REINSPECTION FEE MUST BE PAID PRIOR TO NEXT INSPECTION REQUEST.
F-1 STOP WORK UNTIL AUTHORIZED TO CONTINUE BY CITY INSPECTOR
Right of W
I . Landscaping needs to be installed west of driveway approach on 2 1 01h St SW or paved per plans.
2. The 2' asphalt cut along both 21 oth & 72 nd property frontages will need to be removed and
replaced due to deterioration of asphalt work. Depth of asphalt needs to be 4" minimum and will
need to be inspected prior to paving.
3. The stop bar and crosswalk striping needs to be repainted at 2 1 Ot' & 72 nd Ave W.
4. Catch basins in the street need to be cleaned adjacent to property as well as at the staging lot
across the street.
5. Clean street and perimeter of the site of all construction and landscaping debris.
6. Community Transit yellow curbing needs to be established. Coordinate length of curb painting
with CT.
7. Old yellow curbing on 72 nd will need to be removed up to within a certain distance of the
intersection at 2 1 Oth. The City will follow-up with the exact lineal footage of required yellow
curbing.
8. Sewer cleanout at property line needs to be city standard cleanout cover with '/2" hex bolts.
Refer to City standard details for exact part number.
9. City Sewer Division to inspect sewer lateral connection. This inspection will be coordinated by
the Engineering Division. C,,'-AWIK UiA4� �e� - f4,9�-A;A� P--- ACV.
10. Pavement compaction test report required for trench work within City ROW
11. Water meter box for irrigation system needs to be adjusted to provide 6" clearance from meter
register to top of box.
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13. City Water Division to inspect DCDA and water meter boxes. This will be coordinated by the
Engineering Division 04424 04f M %.4*AV LUM@r
Onsite
14. All paved areas within the site shall be cleaned and sediment and debris removed.
15. City inspection records do not indicate the sanitary side sewer was inspection from the property
line to the building. The side sewer line will need to be TV'd, with video record provided to the
City. In addition, the side sewer pipe will need to be pressure tested.
16. The approved plans indicate a 6" side sewer cleanout is located within the asphalt drive on
private property. This cleanout will need to be brought to grade and a cast iron cover installed.
J<City PreTreatment (WWTP) will need to perform a final inspection on the grease interceptor.
This inspection will be coordinated by the Engineering Division. JV4�,kl-A bA Cf�
18. Please provide documentation confirming filter installation for storm filter.
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the c n#,a44ee-4ieed&4o-be-inspeeW-prior-to-placing-it-in-th"owA-menhc&-
20. Ladder rungs and hand holds need to be placed in the manhole entrances to the storm vault as
well as any other installed structure. Separation cannot exceed 12" from rim to first hand holi'aa
2 1. Need4o-nwd-aUzL%erspir-"Qle"nd-iron l-ramp-sio-c—on-c-r—ete—ri-se—fg-. 60rmd-
22.'All catch basins, yard drains and the vault needs to be cleaned of all debris. Thisincludesthe
existing storm manhole at the SW comer of the property where the onsite storm system outfalls.
23. Drains within the garage need to be cleaned and any filter fabric barrier removed.
24. Storm tightline along the west side of the building needs to be water tested to confirm
connection to storm conveyance/detention system.
25. Install storm channel drain on the exterior of the entrance at the NE comer of the building.
26. Trash enclosure gate drop pins on the east gate do not line up with the pin holes. Please correct.
27. Construction debris shall be removed from within enclosure.
28. As previously discussed, the landscaped areas on site need to be compost amended. Washed
rock was placed instead of bark, which could be acceptable as long as the soils beneath the rock
have been compost amended. Upon inspection at the site, it could not be verified that compost
ai-nendeo soils had been placed. Please correct. WW
COA"I�!A-C:M: AM
Maintenance Bond
29. At project completion, a maintenance bond will need to be posted in an amount equal to 15% of
the performance bond for ROW improvements and held with the City for 2-years. As noted
during the final inspection, there are a couple of cracks in the new curb/gutter and/or sidewalk
that will be watched during this 2-year period and replacement may be required at the end of the
maintenance period. Replacement will be required sooner if the deficiency becomes public
safety concern.
The actions or corrections indicated above are required to be corrected by
(DATE) vrior to final. Upon completion of the above noted corrections,
please call 425-771-0220, x1326 to schedule a re -inspection.
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