Planning Application Status

PL2019006




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Summary
PL2019006
STREETS OF WEST PRYOR - PUBLIC WATERLINE
Engineering Plan Review
Engineering Plan Review
Complete
01/11/2019
WEST PRYOR VILLAGE LLC
Locations
Contacts
WEST PRYOR VILLAGE LLC, Address:12701 METCALF AVE STE 100  
KAW VALLEY ENGINEERING, Address:2319 JACKSON, Phone:(785) 341-9747  
Reviews
Review Type Outcome Est. Completion Date Completed
Engineering Review No Comments 05/21/2019 05/20/2019
Sue Pyles, P.E.
Engineering Review Corrections 04/25/2019 04/26/2019
Sue Pyles, P.E.
Corrective Action Required
04/24/2019

Sheet C-3: Revise the 8x8x12 Tee to a tee and reducers since this size tee is not available.
Corrective Action Required
04/24/2019

Sheet C-4: Verify the area near Sta 307+58 will not require compacted fill placed prior to pipe installation of add the required note and hatching to the Profile view.
Corrective Action Required
04/26/2019

Include a line item for bends in the Engineer's Estimate and revise the unit to "Each" for Curb Inlet Protection.
Engineering Review Corrections 03/19/2019 03/29/2019
Sue Pyles, P.E.
Corrective Action Required
03/27/2019

Clearly indicate phasing of the water line construction in the plan set.
Corrective Action Required
03/27/2019

The plans show the existing water line crossing Pryor Road at Lowenstein Drive is a 12” main, not 8” as shown in the plans. Please revise.
Corrective Action Required
03/27/2019

Sheet C-1 includes “January 2019” under the project title. Please remove or revise.
Corrective Action Required
03/27/2019

Sheet C-3: • Are 12”x8”x8” Tees (Sta. 301+76.90) available? If not, specify and Tee and Reducer combination that is available. • The Tee at Sta. 302+16.18 should be a 12”x12”x8”, please revise.
Corrective Action Required
03/27/2019

Sheets C-3 – C-7: • Include the following note on any profile sheet applicable: “Compacted Fill shall be placed to a minimum 18” above the top of the pipe prior to installation.” • Show and label the limits of the compacted fill placement in the Profile view. Use hatching for clarity.
Corrective Action Required
03/27/2019

Sheet C-5: Revise the stationing for the proposed 6” fire line in the Profile view, it is incorrect.
Corrective Action Required
03/27/2019

Sheet C-7: Label Line C in the Plan view.
Corrective Action Required
03/29/2019

Locate all fire hydrants on the north side of Lowenstein Drive. There does not need to be a hydrant at Sta. 317. The water line can be constructed under Lowenstein Drive and just capped until private construction connects.
Corrective Action Required
03/29/2019

Backflow Prevention Devices (BFPD)will be required for all private fire lines. Since these plans show construction of those private lines beyond the ROW, please show and label BFPD located according to City requirements.
Engineering Review Corrections 02/04/2019 02/08/2019
Sue Pyles, P.E.
Corrective Action Required
02/08/2019

Submit the Engineer’s Estimate of Probable Construction Costs.
Corrective Action Required
02/08/2019

The Design and Construction Manual Section 6901.E.1.b requires 2 valves at every tee and 3 valves at every cross. Please revise the plans accordingly.
Corrective Action Required
02/08/2019

Sheet C-3: • The Water Line C connection equation doesn’t match between the Plan and Profile views. Please reconcile. • Revise the size of the Butterfly Valve at Sta. 301+76.90 from 8 to 12 inches.
Corrective Action Required
02/08/2019

Sheet C-4: Label the water lines in the Plan view.
Corrective Action Required
02/08/2019

Sheet C-5: Label the water line connection at Sta. 312+21 in both Plan and Profile views.
Corrective Action Required
02/08/2019

Sheet C-6: • Label the water line connection at Sta. 317+02 in both Plan and Profile views. • Label the type of valve required at Sta. 319+84.35 and revise the typo in the stationing.
Corrective Action Required
02/08/2019

Sheet C-7: Label the water line connection to Line A in both Plan and Profile views.
Corrective Action Required
02/08/2019

Sheet C-8: Revise the detail number for the temporary construction entrance to the APWA detail number for that item and add the detail to the plan set.
Corrective Action Required
02/08/2019

Sheet C-10: • Remove Detail 047 and add the APWA detail for that item to the plan set. • Remove Detail WAT-12, there is no backflow prevention device on this project.
Hearings

There are no hearings for this planning application.

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