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47. The proximity of the Stoneridge Mall Road intersection with the first interior median break on both streets may be .insufficient to provide for adequate weaving and turning movements and turn lane storage. This shall be subject to future detailed review. 4S'. The angle point in RW-1 shall be revised to provide for a large radius curve compatible with an approved design speed. 49. The cul-de-sac areas of RW-1 and RW-2 shall be subject to future detailed review with regard to the curb radii and specifically with regard to the protrusion of the structure of H-1 into the street area. 50. The cross-section of the two public entrance drives, RW-1 and RW-2, shall be as follows unless otherwise approved by the City Engineer: A. a minimum ten foot wide park strip from south property line to face curb (with side walk if required.); B. twenty-seven feet from face of curb to face of median curb to provide for a 14' and a 13' travel lane; C. an eighteen foot wide median to provide for 12' left turn lanes, proposed median landscaping, and utilities; D. twenty-seven feet from face of median curb to face of curb;. E. ten feet minimum from face of curb to north property line. The total curb to curb width shall be 72 feet. The total right-of-way width shall be 92 feet or as otherwise approved by the City Engineer. 51. The interior, residential drive shall be designed to meet the requirements of the Fire t4arshall and the City Engineer with respect to width and minimum curb radii and shall be designed as a continuous loop road unless otherwise approved by the City Engineer. 52. That the developer submit an overall utility master plan and an overall circulation plan as part of the tentative map submittal.