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Part 1 BOCC_Marion PBCP record
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2009
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10. October
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2009-10-06 10:00 AM - Commissioner's Agenda Session
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Part 1 BOCC_Marion PBCP record
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Last modified
4/6/2018 1:23:33 PM
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4/6/2018 1:16:41 PM
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Meeting
Date
10/6/2009
Meeting title
Commissioner's Agenda Session
Location
Commissioner's Auditorium
Address
205 West 5th Room 109 - Ellensburg
Meeting type
Regular
Meeting document type
Supporting documentation
Supplemental fields
Alpha Order
a
Item
Continued Closed Record Meeting to Consider the Marion Performance Based Cluster Plat (P-06-06)
Order
1
Placement
2
Row ID
9194
Type
15
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• Nelson Siding Road: This is a two-lane county road <br />that parallels I-90 in the vicinity of the projects. Nelson <br />Siding Road connects directly to 1-90 at Exit 74 (to the <br />west) and via Golf Course Road at Exit 78 (to the east). <br />3.2 Existing Traffic Volumes <br />The capacity of the local road network at locations determined to be significantly impacted <br />by these developments was analyzed. Existing traffic volumes were collected at the locations <br />listed in Table 1 below, and depicted in Figure 3 along with the average weekday PM peak <br />hour (5pm to 6pm) traffic volumes. For additional traffic volume data, see Appendix A. <br />Location Location <br /># Description Northbound Southbound Total <br />Nelson Siding Road <br />1 east of W. Nelson Rd 13 37 50 <br />Nelson Siding Road <br />2 west of Westside Rd 38 34 72 <br />3.3 Existing Trip Generation <br />The existing uses at these project sites generate vehicle trips. The number of trips is <br />calculated based on the 7th edition of the Institute of Transportation Engineers (ITE) Trip <br />Generation Manual. ITE lists an average trip rate of 1.01 vehicle trip per unit for LUC-210, <br />"Single -Family Detached Housing," for the weekday PM peak hour of adjacent street traffic <br />(between 4p.m. and 6p.m.). The directional distribution is 63% entering and 37% exiting. <br />These factors were used to calculate the existing trips included in Table 2 below. At the <br />Marion-Springtree site, there is one existing residence. <br />LUC-210 Distribution Vehicle Trips <br />Single -Family Detached Homing In Out In Out Total <br />MarionSpringtree location 63% 37% <br />3.4 Existing Intersection Operations <br />Existing traffic conditions in the vicinity of the site are based on the tube count data <br />described above and the assignment of the existing traffic according to the distribution <br />shown in Figure 2. It was assumed that 30% of the traffic though tube count location #1 <br />had an origin/destination past the Marion-Springtree site. From tube count location #2, <br />70% of the traffic though tube count location #2 was assumed to have an origin/destination <br />past the Marion-Springtree site. <br />Marion-Springtree Developments 3 <br />Transportation Impact Analysis <br />UV0090 <br />
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