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in the case of this street the surmountable curb is aggressive making for very abrupt driveway access. The estimated Pavement Management rating for this road is 74 out of 100. The street suffers from minor wheel track rutting, normal cracking, and spauling and raveling of the pavement. The street has deteriorated, but is in relatively good condition given its age. The concrete curb and gutter is also in good condition, but as mentioned above is very aggressive for surmountable curb. To protect the street from more advanced base deterioration a surface rehabilitation in the form of milling and overlaying is necessary. All abutting properties are served with sanitary sewer and water and an existing storm sewer system serves the street. C. ONTARIO ROAD Ontario Road from County Road D south to the cul -de -sac is approximately a 30- foot wide bituminous road with concrete curb and gutter. The total length of the road is approximately 370 -feet. The estimated Pavement Management rating for this road is 62 out of 100. The street suffers from wheel track rutting, extensive cracking with some areas of severe edge cracking and alligator cracking. The street has deteriorated, but is currently not in need of a full reconstruction as the concrete curb and gutter remains in relatively good condition. To protect the street from more advanced base deterioration a surface rehabilitation in the form of full depth milling and repaving is necessary. All abutting properties are served with sanitary sewer and water. The entire roadway drains to the north and into the County Road D rural ditch. A centerline culvert does cross under Ontario Road. D. JESSICA COURT Jessica Court from County Road C north to the cul -de -sac is approximately a 30- foot wide bituminous road with concrete curb and gutter. The total length of the road is approximately 570 -feet. The estimated Pavement Management rating for this road is 66 out of 100. The street suffers from normal cracking, settling, and minor rutting. The bituminous is also separating from the concrete curb along nearly the entire length of the street allowing for water migration into the subgrade. The street has deteriorated, but is currently not in need of a full reconstruction as the concrete curb and gutter remains in relatively good condition. To protect the street from more advanced base deterioration a surface rehabilitation in the form of milling and overlaying is necessary. Sanitary sewer and water service are provided to all properties along the street. A storm sewer system conveys storm water north to a collection system that discharges to Round Lake. E. PAYNE AVENUE Payne Avenue from LaBore Road to County Road D is approximately a 30 -foot wide bituminous road with concrete curb and gutter. This 30 -foot cross section is modified at the Xcel powerlines where the northbound and southbound lanes are divided around an existing power transmission line tower through the use of a curbed median island. The total length of the road is approximately 3,075 -feet and it lies within varying width of right -of -way. 8