Title

Rosemarie Lane Subdivision

Lead Author Major

Civil Engineering

Format

SOECS Senior Project Demonstration

Faculty Mentor Name

Gary Litton

Faculty Mentor Department

Civil Engineering

Additional Faculty Mentor Name

Scott Merry

Additional Faculty Mentor Name

Camilla Saviz

Abstract/Artist Statement

Rosemarie Lane Subdivision SNIPE Engineering provided the parcel development design of an 8.7-acre subdivision located on Rosemarie Lane in Stockton, California (APN: 110-220-06). The vacant lot was broken into twenty-five 1/8-acre residential parcels and a 2.5-acre parcel that will serve as a park. SNIPE Engineering was responsible for the preparation of the California Environmental Quality Act (CEQA) Mitigated Negative Declaration, site surveying, and the design of the water, sanitary sewer, and stormwater retention and treatment systems. Water distribution system design specified the use of 8-inch diameter ductile iron pipe. The pipe layout was modeled with WaterCAD. Sewer collection system design used PVC pipe with manholes spaced no farther than 600 feet. Pipe sizes were designed with the assistance of SewerCAD. The stormwater collection system will use 12-inch diameter reinforced concrete pipe. Catch basins will be located at every corner of the street and will divert runoff into the 2.5- acre park where natural grass swales will treat the runoff and divert it to the north end of the park, where it will drain into the existing stormwater pipe on Rosemarie Lane. Stormwater pipe sizing was performed with StormCAD. Pipe elevation profiles and detail design drawings for the water, sewer, and stormwater systems were prepared with AutoCAD.

Location

School of Engineering & Computer Science

Start Date

3-5-2014 2:00 PM

End Date

3-5-2014 3:30 PM

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May 3rd, 2:00 PM May 3rd, 3:30 PM

Rosemarie Lane Subdivision

School of Engineering & Computer Science

Rosemarie Lane Subdivision SNIPE Engineering provided the parcel development design of an 8.7-acre subdivision located on Rosemarie Lane in Stockton, California (APN: 110-220-06). The vacant lot was broken into twenty-five 1/8-acre residential parcels and a 2.5-acre parcel that will serve as a park. SNIPE Engineering was responsible for the preparation of the California Environmental Quality Act (CEQA) Mitigated Negative Declaration, site surveying, and the design of the water, sanitary sewer, and stormwater retention and treatment systems. Water distribution system design specified the use of 8-inch diameter ductile iron pipe. The pipe layout was modeled with WaterCAD. Sewer collection system design used PVC pipe with manholes spaced no farther than 600 feet. Pipe sizes were designed with the assistance of SewerCAD. The stormwater collection system will use 12-inch diameter reinforced concrete pipe. Catch basins will be located at every corner of the street and will divert runoff into the 2.5- acre park where natural grass swales will treat the runoff and divert it to the north end of the park, where it will drain into the existing stormwater pipe on Rosemarie Lane. Stormwater pipe sizing was performed with StormCAD. Pipe elevation profiles and detail design drawings for the water, sewer, and stormwater systems were prepared with AutoCAD.