Lee's Summit

Call out type of curb and gutter on the plans (CG-1) for the right turn lane along Ward. (Comment from prior review does not appear addressed).

Plan Note stating 3' Curb Height at the median nose on southbound left-turn lane should be amended to 3" Curb Height. (Typo Correction)

Joint Details reference a Table that needs to be included in the plans for Dowel and Bar. Joint Details should note Epoxy Coated Bars and Dowels. Joint Details should note Joint Sealant on all Joint Details (only partially noted on current plans).

Please address the Traffic Review comments and resubmit 3 copies.

Submit an Engineer's Estimate of Probable Construction Costs.

Call out type of curb and gutter on the plans (CG-1) for the right turn lane along Ward.

Add stationing/alignment detail and references to the plans (these were shown on the private improvements). Call out station/offsets, radii, and dimentions for each PC, PT, PI, curve, offset, width, etc.

Add a note to the plans that specifies all long line pavement markings shall be high build paint and all symbols, stop line, crosswalk lines and diagonals shall be preformed thermoplastic material in accordance with City specifications.

Southbound Left-turn Lane Design along Ward: The south end of the left-turn lane on Ward should have a radius transition to the northbound edge of pavement and the north end of the median between the turn lane and adjacent southbound traffic should be moved south to open the turn lane entry while using pavement markings (yellow lines and diagonals/chevron) to extend the lane delineation. The northbound left-turn lane with limited access along Pryor at the Village Care (between Chipman and Peace Pkwy) or westbound left-turn lane with limited access along Chipman at Jacob may be examples to reference. The southbound left-turn lane on Ward should use a reverse cuve radius taper in lieu of the straight taper (consider a 300' RC design due to the offset in median location).

Median Island Design along Ward: Remove the tie bars in the curb from the concrete median island. Specify the color and pattern for stamped concrete (e.g. Brick Dark Red Color and Running Bond Pattern). Add Isolation Joints.

The street light in the southbound median along Ward where the turn lane is proposed will need relocation to the median on the east side of the southbound left turn lane.

Add signing for the southbound left-turn lane along Ward Road (object marker in the median for southbound traffic and symbolic No Left-turn, Do Not Enter and/or One Way signs for west facing traffic at the limited access southbound left turn lane opening.

Are the left-turn lane improvements/extension on Chipman at Donovan (westbound left) included in the Signal Plans for Donovan or do those improvements need to be added to these plans?

Review pending Traffic Signal Plans for Chipman and Donovan.

Sheet C501, Note 2 on Pavement Widening should refer to contraction joints, not construction, and spacing at 15' max, not 15'-20'.

Sheet C501, Transverse Construction Joint Detail should be Transverse Contraction Joint Detail. D/4 should be D/3 and 3/4" Dia Dowel should be 1 1/4" with a lenght of 18", not 15". Use Epoxy Coated Bars. remove note reference to Lubricate One End.

Sheet C501, Keyed Construcction Joint should be Transverse Isolation Joint. #4 Bar should be dowels.

Sheet C501, Longitudinal Joint Detail D/4 should be D/3 and use a #5 bar in lieu of #4.