6133 LAKE CHAPLAIN RD 2020-03-09

{ Drawing Specification Number. Comment No. Number Comment Comm. Response/2nd Review Comment Response/3rd Review Comment page.subsection number Provide native backfill and compaction specification. Addressed with plan revision. N/A 23 2638-13 Trench Sections 95%backfill compaction required where trench ZB crosses or is located within a roadway and where trench is located within the dam prism. Minimum of 24"depth of cover over conduit Addressed with plan revision. N/A 24 2638-13 Trench Sections ZB encasement required.. Minimum of 12"vertical separation between Not addressed.Notes calling out 12"minimum Note calling out 12"minimum vertical clearance 25 2638-13 Trench Sections existing utilities and conduit encasement ZB vertical clerance between conduit casing and between conduit casing and existing utilities required. existing utilities required. required. Provide concrete encasement specification or clearly Addressed with plan revision. N/A 26 2638-13 Trench Sections reference standard PUD encasement specification. ZB 27 2638-13 Trench Sections Show reflective,metallic warning tape approximately ZB Addressed with plan revision. N/A 12"above concrete encasement. Provide surface restoration specification or clearly Not addressed.Note is required on plan. Addressed with plan revision. 28 2638-13 Trench Sections reference standard PUD surface restoration ZB specfication. Provide cross-section detail for conduit crossing at Partially addressed with plan revision.More detail Addressed with plan revision. 72"siphon pipe and 24"return pipe.Minimum 5 footneeded about construction method(s)near City of 29 2638-14 Layout-Dam horizontal separation between conduit trench and pipe ZB Everett piping. supports required. 30 2638-14 Layout-Dam Provide crossing detail for location where proposed ZB Addressed with plan revision. N/A conduits cross PUD telecom line. Provide asphalt restoration specifications or clearly Not addressed.Note is required on plan. Addressed with plan revision. 31 2638-14 Portal 2 Access Road reference standard PUD asphalt restoration ZB specifications. Provide native backfill and compaction specification. Addressed with plan revision. N/A 32 2638-14 Trench Sections 95%backfill compaction required where trench ZB crosses or is located within a roadway and where trench is located within the dam. , 33 2638-14 Trench Sections Minimum of 24"depth of cover over conduit ZB Addressed with plan revision. N/A encasement required.. _ Provide concrete encasement specification or clearly Addressed with plan revision. N/A 34 2638-14 Trench Sections reference standard PUD encasement specification. ZB Show existing culvert crossing Portal 2 access road Not addressed on plan sheet 2638-14.Please show Addressed with plan revision. on east side of Lake Chaplain and provide detail for the culvert crossing and related note added to plan 35 2638-14 Portal 2 Access Road conduit crossing.Proposed conduits shall be routed ZB sheet 100016377-1C for consistency. above culvert with 12"minimum vertical clearance. (Note:Approximate depth of top of culvert pipe in right wheel track is 46".) Provide typical vault detail.Vault tops and lids shall be Partially addressed with plan revision.Detail and/or Addressed with plan revision. 36 2638-14 Portal 2 Access Road traffic rated. ZB callout for vault type to be used for vault F-51844 still needed. 37 2638-14 Portal 2 Access Road Indicate if vault A-51343 will be in travel lane or ZB Addressed with plan revision. N/A roadway shoulder. Show reflective,metallic warning tape approximately Addressed with plan revision. N/A 38 2638-14 Trench Sections ZB - 12"above concrete encasement. S:1ZBrown\WFP\Projects 1PUD Fiber Line\PUD Fiber Plans 102618_Comment Log C: