Laserfiche WebLink
Mountain House Specific Plan III <br /> ........................................................................................................................................................................... <br /> ` 9.4.2 Specific Plan III Description <br /> Arterial streets within and adjacent to the planning area will be constructed as development proceeds. See <br /> Table 9-1 for projected trigger points. Cross sections for arterial streets within Specific Plan HI are <br /> shown in Figures 9-1 through 94. The arterial road system shown in Figure 9-5 includes both minor <br /> arterials(De Anza Boulevard and Central Parkway)and major arterials(Grant Line Road and Mountain <br /> House Parkway). De Anza Boulevard, Central Parkway,and Grant Line Road will be constructed to be <br /> r four lanes(two lanes per direction). Mountain House Parkway from south of Mascot Boulevard to Von <br /> Sosten Road will be constructed to be six lanes(three per direction),then expanded to eight lanes (four <br /> ` per direction)south of Von Sosten Road to the I-205 Freeway. Other arterial streets within Mountain <br /> House will be improved by the MHCSD or community developers as needed to maintain traffic standards <br /> to maintain LOS traffic standards. <br /> As part of implementing projects contained within Specific Plan HI, the MHCSD will perform detailed <br /> traffic studies to identify the specific improvements and related phasing of Specific Plan Il roadways <br /> which may be necessary to support such implementing projects. As part of the approval of these <br /> implementing projects the MHCSD will conditions such approvals to implement the specific <br /> transportation system improvements triggered by the projects trigger consistent with Community <br /> Approvals. Since the specific transportation triggers will be determined as part of implementing project <br /> approvals,the triggers contained within the Specific Plan M may be superseded by subsequent MHCSD <br /> traffic studies and trigger determinations. <br /> IL <br /> 65' fi5' <br /> 8' VARIES / 2524' 4.5' MIN. !.5'' - / 1.5 24' 25�LrG <br /> ES 8' I <br /> 6' MIN. Mh TYPE r E F WRB VERTICAL CURB ! APRON �* �ONt WT1ER 2t CROSS SLOPE 2x CROSS SLOPE R <br /> 7IX..I MULTI- <br /> CLASS <br /> ULTI i <br /> CLASS I MULTI- PAVEMENT SECTION I PAVEMENT SECTION USE BIKE PATH <br /> USE BIKE PATH <br /> R/W RnY <br /> Figure 9-1: Central Parkway Cross Section <br /> Source: MHCSD Design Manual <br /> Draft 03/14/05 9-7 <br /> ............................................................................................................................................................................ <br />