Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
CUP 01-04; Church of Jesus Christ LDS; Conditional Use Permit (CUP) (2)
Traffic Impact Analysis The Church of Jesus Christ of Latter Day Saints Meeting House Prepared for: BSW Intemational KHANo. 095310000 © Kimley-Hom and Associates, Inc. 2001 and Associates, Inc. Kimley-Hom and Associates, Inc. January 23, 2001 Suite 301 517 Fourth Avenue San Diego, Califomia 92101 Mr. Eric Jennings BSW Intemational 2301 Dupont Drive, Suite 150 Irvine, CA 92612 KHA 095310000 Re: The Church of Jesus Christ of Latter Day Saints Meeting House, Camino de los Coches, Carlsbad, CA Dear Eric: In accordance with your authorization, we have evaluated the traffic-related impacts associated with the construction of the subject meeting house, to be located on the west side of Camino de los Coches, east of Rancho Santa Fe Road, in the southeastem portion of the City of Carlsbad. Figure 1 depicts the project location in a regional context. As you know, the project would involve the construction of a 16,674 square foot house of worship, referred to hereinafter as a meeting house. The meeting house would provide a 254-set chapel and would take access to/from Camino de los Coches via a new driveway to be constructed opposite Via Calendo. Project Description and Traffic Generation The meeting house is intended to accommodate three different congregations, known as wards, on Sundays, and individual ward meetings on weekday evenings. Church representatives were interviewed in order to identify the traffic generation of the site for both Sunday and weekday activities. Appendix A contains a spreadsheet that summarizes Sunday peak traffic demand based on these discussions. Each of the three wards attending worship service on Sundays would have a two-hour congregational meeting, followed by a two-hour educational session. It is not anticipated that all worship service attendees would remain for the educational session. The parameters used to estimate peak demand are summarized below. (Where available, data was based on applicant experience with similar facilities. Where this data was not available, conservative assumptions were made.) • Sanctuary capacity: 254 people • Worship service attendance: 100% • Educational session attendance: 65% • Vehicle occupancy: 3 people/car TEL 619 234 9411 FAX 619 234 9433 Mr. Eric Jennings, January 23, 2001, Page 2 Kimley-Horn and Associates, Inc. Also contained in the appendix is a temporal distribution of project trips on a typical Sunday. As shown in this spreadsheet, the maximum hourly concentration of project traffic would occur between 12:30 and 1:30, and would consist of the following activities: • Outbound trips from the first ward's educational session (55 trips) • Outbound trips from the second ward's congregational meeting (30 trips) • Inbound trips from the third wards congregational meeting/educational session (85 trips). Accordingly, the maximum Sunday peak concentration would be 85 inbound trips and 85 outbound trips. Applicant representatives also indicated that each ward would meet once a week on weekday evenings (typically at 6:00 pm). Although the weekday activity would be expected to generate somewhat less traffic than the Sunday congregational meeting/educational session, and outbound trips would occur after the traditional peak commuting period, the Sunday peak concentration was assumed for weekday ward meetings in order to create a worst case evaluation of the project's traffic impacts. Existing Traffic Conditions As you know, the project is situated in the southeastem portion of the City of Carlsbad, east of Rancho Santa Fe Road, and south of La Costa Avenue. The following paragraphs summarize the salient characteristics of the surrounding street network: La Costa Avenue is a regional east/west roadway extending from North Highway 101 in Encinitas to its existing eastem terminus atCamino de los Coches in the City of Carlsbad. Between Carlsbad Boulevard/Highway 101 and El Camino Real, La Costa Avenue is classified as a Regionally Significant Arterial (RSA) in the San Diego County implementation of the Congestion Management Program (CMP). East of Rancho Santa Fe Road, La Costa Avenue transitions from a four-lane to a two-lane facility near the intersection with Calle Timiteo. Currently, the La Costa Avenue/Camino de los Coches intersection is striped and channelized to accommodate continuous northbound-to-westbound and eastbound-to-southbound travel; there is no traffic control at this location because there are no conflicting movements. The posted speed limit is 45 miles per hour, with an advisory 15 mph sign for tums to and from Camino de los Coches. Camino de los Coches: between La Costa Avenue and Calle Timiteo, Camino de los Coches is a two-lane facility separated by double/double yellow striping, with left tum pockets at intersections. North of Calle Timiteo, Camino de los Coches provides two travel lanes in each direction. Bike lanes are provided on both sides of the street, and parking is not permitted. Fronting land uses include Stagecoach Park, La Costa Canyon High School, and single-family residential dwelling units. The posted speed limit is 40 miles per hour. Local transit service is provided by , Mr. Eric Jennings, January 23, 2001, Page 3 Kimley-Horn and Associates, Inc. North County Transit District (NCTD) bus route 304. Rancho Santa Fe Road is a major regional north/south roadway extending from La Bajada in the unicorporated portion of San Diego County to Mission Road in San Marcos. This facility is classified as an RSA between Olivenhain Road and Mission Road. Between Camino de los Coches and La Costa Avenue, Rancho Santa Fe Road transitions from a six-lane to a four-lane facility. The southem portion of this segment is separated by a raised median. Parking is not allowed on either side of the roadway and the posted speed limit is 45 miles per hour. Peak hour traffic counts were conducted on Sunday, January 28, 2001- and on Tuesday, January 30 at the following locations: • Rancho Santa Fe Road/La Costa Avenue (signalized) • Camino de los Coches/Via Calendo/project access driveway (unsignalized) • Camino de los Coches/Stagecoach Park access/La Costa Canyon High School access (signalized) • Camino de los Coches/Rancho Santa Fe (signalized) Count summaries are attached to this letter in Appendix A. Figure 2 depicts existing intersection lane geometry and traffic control. Figure 3 illustrates weekday afternoon peak hour intersection tuming movements, while Figure 4 shows Sunday counts during the peak hour of the generator (i.e., between 12:30 and 1:30 pm). Project Traffic Distribution and Assignment Ingress to the site is limited to the following routes: • Eastbound on La Costa Avenue • Southbound on Rancho Santa Fe Road • Northbound on Rancho Santa Fe Road In order to estimate the distribution ofthe project's traffic along routes, the existing afternoon peak hour counts summarized in Figure 3 were reviewed, the proportion of existing inbound vehicles formed the basis of the project's percentage distribution. Figure 5 depicts this distribution, together with the assignment of project inbound and outbound vehicles based on it. As shown in this figure, approximately 58 percent of the project's traffic is oriented to and from the south via Rancho Santa Fe Road. Thirty-one percent is oriented to and from the west on La Costa Avenue, and the remainder (11 percent) accesses the project from the north on Rancho Santa Fe Road. It should be noted that the assignment of outbound project traffic during the weekday afternoon peak hour reflects a conservative assumption. Since the weekday ward meetings will be held during the later part of the traditional peak commuting hour (typically after 6:00 pm) and because the meetings may continue until after the peak hour is over, it is considered unlikely that outbound project traffic would traverse study area intersections and ,.. , ,, Mr. Eric Jennings, January 23, 2001, Page 4 Kimley-Horn and Associates, Inc. street segments during the weekday peak hour. Nevertheless, these volumes are included in the analysis in order to create a worst-case scenario. In order to identify background traffic growth in the study area, historical traffic volume growth pattems and the San Diego Association of Govemments (SANDAG) Series 9 Cities/County Year 2020 travel demand forecast were consulted. According to SANDAG's San Diego Region Average Weekday Traffic Volumes, 1995-1999, the volume increase on Rancho Santa Fe Road between Olivenhain Road and Calle Barcelona was estimated to be four percent. This probably represents an increase in through traffic on Rancho Santa Fe Road, rather than local traffic that would be traversing Camino de los Coches and La Costa Avenue east of Rancho Santa Fe Road. However, in order to create a worst-case scenario, existing weekday and Sunday peak hour volumes were increased by five percent to reflect cumulative background tiaffic growth in the study area. Figure 6 presents Near Term weekday afternoon peak hour volumes based on five percent growth, while Figure 7 depicts Near Term plus Project weekday peak hour volumes. Figure 8 shows Near Term Sunday volumes, while Figure 9 illustrates Near Term Sunday plus project volumes Comparison of the estimate 1999 volume on Rancho Santa Fe Road between Calle Barcelona and Olivenhain Road (i.e., 25,000) and the forecast 2020 volume (27,000) indicates a total growth of eight percent between existing conditions and the year 2020. While it is reasonable to assume that the rate of background traffic growth would decrease over time as the region becomes increasingly built out, a more conservative figure was selected for this analysis in order to create a worst- case evaluation. For the purposes of this study, the background growrth rate at all locations between the near term condition and the buildout condition was assumed to be 20 percent. This growth was added onto the five percent growth factor applied to existing volumes discussed in the preceding paragraph. Figure 10 presents Buildout Weekday peak hour volumes, while Figure 11 shows Buildout Sunday peak hour volumes.. Discussions with City staff indicate that the project is consistent with the Carlsbad General Plan. While the site is zoned for residential uses, places of worship are permitted under the existing zoning. Accordingly, no analysis of incremental project traffic impacts is required to account for the deviation from the General Plan. It should be noted that the proposal would provide a number of traffic related benefits, as compared to an altemative residential use of the site, depending on the type of altemative residential "product" considered. The proposed LDS meeting house would not generate any traffic during the moming peak commuting hour and would be unlikely to generate any outbound traffic during the traditional afternoon peak commuting hour. Capacity Analysis Intersection Capacity Analysis Peak hour intersection capacity analysis was conducted using Highway Capacity ran Kimley-Horn and Associates, Inc. Mr. Eric Jennings, January 23, 2001, Page 5 Manual (HCM) 1997 Chapter 9 (signalized) and Chapter 10 (unsignalized) procedures contained in the Traffix software. Table 1 summarizes the LOS thresholds for signalized intersections, while Table 2 presents the same information for two-way stop-controlled locations. mm TABLE 1 LEVEL OF SERVICE CRITERIA mt FOR SIGNALIZED INTERSECTIONS, 1997 HCM Level of Control Delay per mt Service Vehicle (sec) A 10.0 or less mm B 10.1 -20.0 C 20.1 - 35.0 D 35.1 - 55.0 mm E 55.1 - 80.0 F 80.1 or greater -TABLE 2 MlV LEVEL OF SERVICE CRITERIA -FOR TWO-WAY STOP INTERSECTIONS, 1997 HCM mm Level of Control Delay per Service Vehicle (sec) A 10.0 or less B 10.1 - 15.0 C 15.1 -25.0 D 25.1 - 35.0 E 35.1 - 50.0 F 50.1 or greater* The following traffic scenarios were evaluated for both weekday afternoon peak and Sunday peak periods: • Existing • Existing with Near Term Growth (i.e., five percent) « Near-Term with Project • Buildout Table 3 summarizes intersection capacity for the weekday afternoon peak traffic scenarios, while Table 4 presents the same information for Sunday traffic scenarios. Appendix B contains worksheets documenting this analysis. As shown in these tables, all four intersections evaluated wall be characterized by good LOS B or better conditions during all of the conditions evaluated. The addition of project traffic to the Camino de los Coches/Via Calendo/project access driveway ... , ,, Mr. Eric Jennings, January 23, 2001, Page 6 Kimley-Horn and Associates, Inc. intersection will cause LOS to decline from LOS A to LOS B during the weekday afternoon peak. On Sundays, this intersection will be characterized by LOS A conditions both with and without project traffic. The City ofCarlsbad's minimum performance standard for intersections is LOS D. Street Segment Capacity Analysis Peak hour street segment capacity analysis was conducted at the following locations for all the scenarios summarized in the preceding section: La Costa Avenue: Rancho Santa Fe Road to Camino de los Coches Camino de los Coches: La Costa Avenue to Via Calendo/project access driveway Via Calendo/project access driveway to Stagecoach Park/La Costa Canyon High School access Stagecoach Park/La Costa Canyon High School access to Rancho Santa Fe Road The City of Carlsbad assumes a standard capacity of 2,000 peak vehicles per lane. Level of Service thresholds are based on the following volume-to-capacity ratios: V/C LOS <0.60 A 0.61-0.70 B 0.71-0.80 C 0.81 -0.90 D 0.91-1.00 E > 1.00 F Table 5 presents the results of the analysis for weekday conditions, while Table 6 summarizes the corresponding information for Sunday conditions. As shown in these tables, all street segments evaluated will be characterized by excellent LOS A conditions both with and without project traffic under all scenarios analyzed. Significance of Impacts Table 7 presents the significance of the project's traffic impacts on intersections under Near Term conditions both for weekday and Sunday conditions. Table 8 presents the same information for roadway segment analysis. As shown in these tables, the project will not cause any street segment or intersection LOS to decline below the City's performance standard. In fact, all facilities analyzed will be characterized by good LOS B or better conditions, and the incremental change in delay or v/c due to project traffic will be relatively minor. There appears to be more than enough capacity to accommodate the proposed use without necessitating any transportation system improvements. Accordingly, no project mitigation measures are warranted, and none are recommended. Mr. Eric Jennings, January 23, 2001, Page 7 Kimley-Horn and Associates, Inc. Parking, Site Access and Internal Circulation The proposed project would occupy approximately seven acres on the west side of Camino de los Coches, south of La Costa Avenue. Access would be provided via a single 36-foot driveway to be constructed opposite Via Calendo. The project site plan (January 17, 2001) indicates that 187 standard parking spaces would be provided, plus six disabled-accessible spaces located adjacent to the sanctuary, for a total of 193 spaces. The standard spaces are 8' by 20', with 24' • drive aisles. In order to evaluate the capacity of the proposed site plan to accommodate parking demand on-site, the number of available spaces was compared to the maximum required during Sunday ward meetings. The maximum accumulation of parking demand would coincide with the peak traffic generation (i.e., between 12:30 and 1:30 pm), when first ward educational session and second ward congregational meeting outbound trips (85) would be matched by incoming third ward congregational and educational trips. The maximum theoretical demand, assuming all demand was accommodated instantaneously, would be 170 spaces. The site plan as proposed would provide a surplus of 23 parking spaces (i.e., 193 provided minus a maximum demand of 170) during this period. Conclusions • The proposed project would comprise approximately 17,000 square feet of sanctuary and educational land uses to be located on the west side of Camino de los Coches in the southeastem portion of the City of Carlsbad. The meeting house would accommodate three different congregations (or wards) on Sundays. Each ward would attend a congregational meeting in the sanctuary followed by Sunday school educational activities for both adults and children. The majority of attendees of the congregational meetings would remain for the educational activities, although some would depart after the meeting. The congregational meetings of succeeding wards will overlap with the educational activities of preceding wards. As a consequence, outbound trips from completed congregational meetings will occur at the same time as inbound trips for the next ward meeting. • Discussions with the applicant indicated that typical congregational meetings occupy 80 percent of the maximum sanctuary seating and that vehicle occupancy is typically 3 to 4 persons per car. To provide a conservative analysis, it was assumed that attendance would occupy 100 percent of the sanctuary and that vehicle occupancy would be 3 persons per car. Appendix A contains tables summarizing the assumptions used to estimate traffic generation and the distribution of project traffic by time of day. Assuming a maximum concentration of first and second ward trips, the Sunday peak would occur between 12:30 and 1:30 pm, with 85 inbound trips and 85 outbound trips. ,,. , ,. Mr. Eric Jennings, January 23, 2001, Page 8 Kimley-Horn and Associates, Inc. • Peak hour intersection and roadway segment capacity analysis was conducted for the following traffic scenarios for both the afternoon peak hour and the Sunday peak hour: . Existing conditions • Existing conditions plus Near Term traffic growth (five percent assumed) . Near Term plus Proposed Project . Buildout conditions (20 percent traffic growth assumed Capacity analysis indicated that all intersections and street segments evaluated would be characterized by good LOS B or better conditions under all traffic scenarios for both the weekday afternoon peak and the Sunday peak. The project's incremental impact on intersection delay and roadway v/c is relatively minor, and does not warrant transportation capacity improvements to accommodate it. Accordingly, no mitigation measures are required, and none are recommended. • The site plan as designed will provide more than enough parking spaces to accommodate the peak parking demand. Please call me if you have any questions or comments. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. Scott C. Barker, AICP Project Manager Attachments: Figures 1-11, Tables 3-8 Appendix A - Traffic generation estimate Existing tuming movement counts Appendix B - Intersection Capacity Analysis Worksheets H:\P-DRIVE\PROJECTS\095300s\095310000\WP\3 lOOtpOl .doc ATTACHMENTS Figures 1-11 Tables 3-8 Appendix A Appendix B Oceonside Cor Isbod Encinitas Solono Beach Del Mar San Diego Ccronodo Imperioi Beocti Not to Scole Figure 1 in Project Vicinity Mop LDS Meeting House J Kimley-Horn and Associates llllll II II iliill Iiii f I f i I I i lill fill Not to Scale leaend: Traffic signol control [0 Stop sign control Shared lone "Squeeze-by" Lone Future Lone ^ LQ Costa Conyon High Scool an Figure 2 Existing Intersection Lane Geometry and Traffic Control LDS Meeting House J KImley-Horn ond Associates f l l i li It II li il II If II li ii ii ii ii i I I I I i Not to Scale Lgqend; Peak Hour Turning Movement X, XXX P Lo Costa Canyon High Scool an Figure 3 Existing Afternoon Weekday Peak Hour Turning Movements LDS Meeting House J Kimley-Horn and Associates I I i f I I I I I » I i i I I i I I I Not to Scale Peak Hour Turning Movement X, XXX P Lo Costo Canyon High Scool Figure 4 Existing Sunday Peak Hour (12:30-1:30 pm) Turning Movements LDS Meeting House KImley-Horn and Associates f i f I I i I I i I i i t I i I I t i ! i f t 1 t i i 1 i i f i Not to Scole Legend; Peak Hour Turning Movements XXXX P Lo Costa Conyon • High Scool an ligh Scool ,.. , Figure 6 Near Term Weekday Without Project Peak Hour Turning Movements LPS Meeting Housey' Kimley-Horn and Associates 1 i I i I i it II II II I 1 i I I I I i I I Not to Scale Peak Hour Turning Movements Nominal XXXX NOM Lo Costo Canyon High Scoo an Figure 7 Near Term Weekday With Project Peak Hour Turning Movements LDS Meeting House J Kimley-Horn and Associates II li li If li II li II ii il ti ii ii ii i I 1 t Not to Scale Leoend: Peak Hour Turning XXXX Movements an P La Costa Canyon High Scool Figure 8 Near Term Sunday Without Project Peak Hour Turning Movements LDS Meeting Housey Kimley-Horn and Associates I I li II II li II li 11 li I lititllilitilliift r Not to Scale Peak Hour Turning Movements Nominal XXXX NOM P La Costa Canyon * High Scool wry Figure 9 Near Term Sunday With Project Peak Hour Turning Movements LDS Meeting House Kimley-Horn and Associates till I i I i II II I I I i 1 I f i i I I I i Not to Scale leaend: Turning Movements XXXX Volumes Nominal NOM P La Costo Canyon High Scool Figure 10 Buildout Weekday Turning Movement Volumes LDS Meeting House II II II II II II II I I i I I I i t i I I i 1 I 1 1 I fill Not to Scale iMQnd; Peak Hour Turning Movements Nominal XXXX NOM ^1 P La Costa Canyon • High Scool Figure 11 Buildout Sunday Peak Hour Turning Movement Volumes LPS Meeting House J iKimley-Horn and Associates 1 1 i 1 i II II 11 II lil i 1 i i i 1 i 1 i 1 i 1 i 1 i 1 i TABLE 3 EXISTING AND FUTURE INTERSECTION CAPACITY, WEEKDAYS SIGNALIZED INTERSECTIONS EXISTING NEAR TERM NT + PROJECT BUILDOUT PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR LOCATION DELAY LOS DELAY LOS DELAY LOS DELAY LOS Rancho Santa Fe Rd/La Costa Av 11.8 B 12.1 B 12.7 B 14.4 B Camino de los Coches/Stagecoach Park/La Costa Cyn HS 9.8 A 11.0 B 11.4 B 11.6 B Rancho Santa Fe Rd/Camino de los Coches 3.9 A 3.9 A 4.5 A 4.7 A UNSIGNALIZED INTERSECTION EXISTING NEAR TERM NT + PROJECT BUILDOUT PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR LOCATION DELAY LOS DELAY LOS DELAY LOS DELAY LOS Camino de los CochesA/ia Calendo/proj. access 9.0 A 9.1 A 10.2 B 10.3 B I I P:\PROJECTS\095300s\095310000\Excel\l3100IN01 .xlsJWeekdays 02/20/2001 13:02 I I i li 11 II II II ii 1 a 1 1 1 1 1 i i i 1 i 1 i 1 1 1 1 1 i TABLE 4 EXISTING AND FUTURE INTERSECTION CAPACITY, SUNDAYS SIGNALIZED INTERSECTIONS EXISTING NEAR TERM NT + PROJECT BUILDOUT MID-DAY PEAK MID-DAY PEAK MID-DAY PEAK MID-DAY PEAK LOCATION DELAY LOS DELAY LOS DELAY LOS DELAY LOS Rancho Santa Fe Rd/La Costa Av 11.7 B 11.7 B 12.6 B 13.1 B Camino de los Coches/Stagecoach Park/La Costa Cyn HS 8.2 A 8.2 A 8.4 B 8.7 A Rancho Santa Fe Rd/Camino de los Coches 4.5 A 4.5 A 5.4 A 5.6 A UNSIGNALIZED INTERSECTION EXISTING NEAR TERM NT + PROJECT BUILDOUT MID-DAY PEAK MID-DAY PEAK MID-DAY PEAK MID-DAY PEAK LOCATION DELAY LOS DELAY LOS DELAY LOS DELAY LOS Camino de los Coches/Via Calendo/proj. access 8.8 A 8.8 A 9.7 A 9.9 A P:\PROJECTS\095300s\095310000\Excel\[3100IN01,xls]Sundays 02/20/2001 13:02 I I I I I I I i i I I I I 1 1 i I a I I I I { t TABLE 5 EXISTING AND FUTURE ROADWAY SEGMENT CAPACITY, WEEKDAYS ROADWAY SEGMENT DIRECTION LANES CAPACITY EXISTING CONDITIONS NEAR TERM CONDITIONS ROADWAY SEGMENT DIRECTION LANES CAPACITY PEAK HOUR VOLUME V/C RATIO LOS PEAK HOUR VOLUME V/C RATIO LOS La Costa Avenue Rancho Santa Fe Road/Camino de los Coches EB / WB 1/ 1 2000 / 2000 167 / 96 0.08 / 0.05 A/ A 180 / 105 0.09/ 0.05 A/ A Camino de los Coches La Costa Ave/Via Calendo NB / SB 1 / 1 2000 / 2000 39 / 82 0.02 / 0.04 A / A 45/ 85 0.02/ 0.04 A/ A Via Calendo/Stagecoach Park Access NB / SB 1 / 1 2000 / 2000 47 / 69 0.02 / 0.03 A/ A 55 / 75 0.03/ 0.04 A/ A stagecoach Park Access/Rancho Santa Fe Rd EB/WB . 1 / 1 2000 / 2000 166 / 123 0.08 / 0.06 A/ A 175/ 160 0.09 / 0.08 A/ A ROADWAY SEGMENT DIRECTION LANES CAPACITY NT PLUS PROJECT CONDITIONS BUILDOUT CONDITIONS ROADWAY SEGMENT DIRECTION LANES CAPACITY PEAK HOUR VOLUME V/C RATIO LOS PEAK HOUR VOLUME V/C RATIO LOS La Costa Avenue Rancho Santa Fe Road/Camino de los Coches EB/WB 1 / 1 2000 / 2000 215 / 140 0.11 / 0.07 A/ A 260 / 170 0.13/ 0.09 Al A Camino de los Coches La Costa Ave/VIa Calendo NB / SB 1 / 1 2000 / 2000 80 / 120 0.04 / 0.06 A/ A 130/ 140 0.07/ 0.07 A/ A Via Calendo/Stagecoach Park Access NB / SB 1 / 1 2000 / 2000 105 / 125 0.05 / 0.06 A/ A 125 / 140 0.06/ 0.07 A/ A Stagecoach Park Access/Rancho Santa Fe Rd NB / SB 1/ 1 2000 / 2000 225 / 210 0.11 / 0.11 A / A 275 / 215 0.14 / 0.11 A/ A P:\PROJECTS\095300s\095310000\Excel\(3100LK01.xls]Weekday» 02/22/2001 14:38 II li li ii 11 li II ii i i I i I I I i I I ill! TABLE 6 EXISTING AND FUTURE ROADWAY SEGMENT CAPACITY, SUNDAYS ROADWAY SEGMENT DIRECTION LANES CAPACITY EXISTING CONDITIONS NEAR TERM CONDITIONS ROADWAY SEGMENT DIRECTION LANES CAPACITY PEAK HOUR VOLUME V/C RATIO LOS PEAK HOUR VOLUME V/C RATIO LOS La Costa Avenue Rancho Santa Fe Road/Camino de los Coches EB/WB 1 / 1 2000 / 2000 88 / 84 0.04 / 0.04 A/ A 95/ 95 0.05 / 0.05 A / A Camino de los Coches La Costa Ave/Via Calendo NB / SB 1 / 1 2000 / 2000 29 / 53 0.01 / 0.03 A/ A 35 / 60 0.02 / 0.03 A / A Via Calendo/Stagecoach Park Access NB / SB 1 / 1 2000 / 2000 31 / 60 0.02 / 0.03 A/ A 35 / 65 0.02 / 0.03 A / A Stagecoach Park Access/Rancho Santa Fe Rd NB / SB 1 / 1 2000 / 2000 77 / 70 0.04 / 0.04 A / A 85/ 80 0.04 / 0.04 A/ A ROADWAY SEGMENT DIRECTION LANES CAPACITY NT PLUS PROJECT CONDITIONS BUILDOUT CONDITIONS ROADWAY SEGMENT DIRECTION LANES CAPACITY PEAK HOUR VOLUME V/C RATIO LOS PEAK HOUR VOLUME V/C RATIO LOS La Costa Avenue Rancho Santa Fe Road/Camino de los Coches EB/WB 1/ 1 2000 / 2000 130 / 130 0.07 / 0.07 A / A 160 / 160 0.08/ 0.08 A / A Camino de los Coches La Costa Ave/Via Calendo NB / SB 1 / 1 2000 / 2000 70 / 95 0.04 / 0.05 A/ A 80/ 110 0.04/ 0.06 A/ A Via Calendo/Stagecoach Park Access NB / SB 1/ 1 2000 / 2000 85 / 115 0.04 / 0.06 A/ A 125/ 105 0.06 / 0.05 A / A Stagecoach Park Access/Rancho Santa Fe Rd NB / SB 1 / 1 2000 / 2000 135 / 130 0.07 / 0.07 A/ A 160/ 160 0.08/ 0.08 A / A P:\PROJECTSW)95300s\095310000\Excel\[310OLK01 .xls]Weekends 021220001 14:38 TABLE 7 SIGNIFICANCE OF PROJECT TRAFFIC IMPACTS, INTERSECTIONS SIGNALIZED INTERSECTIONS, WEEKDAYS LOCATION NEAR TERM NT + PROJECT LOCATION PM PEAK HOUR PM PEAK HOUR LOCATION DELAY LOS DELAY LOS CHANGE Rancho Santa Fe Rd/La Costa Av 12.1 B 12.7 6 0.6 Camino de los Coches/Stagecoach Park/La Costa Cyn HS 11.0 B 11.4 B 0.4 Rancho Santa Fe Rd/Camino de los Coches 3.9 A 4.5 A 0.6 UNSIGNALIZED INTERSECTION, WEEIOJAYS LOCATION NEAR TERM NT + PROJECT LOCATION PM PEAK HOUR PM PEAK HOUR LOCATION DELAY LOS DELAY LOS CHANGE Camino de los Coches/Via Calendo/proj. access 9.1 A 10.2 B 1.1 SIGNALIZED INTERSECTIONS, SUNDAYS LOCATION NEAR TERM NT + PROJECT LOCATION MID-DAY PEAK MID-DAY PEAK LOCATION DELAY LOS DELAY LOS CHANGE Rancho Santa Fe Rd/La Costa Av 11.7 B 12.6 B 0.9 Camino de los Coches/Stagecoach Park/La Costa Cyn HS 8.2 A 8.4 B 0.2 Rancho Santa Fe Rd/Camino de los Coches 4.5 A 5.4 A 0.9 UNSIGNALIZED INTERSECTION, SUNDAYS LOCATION NEAR TERM NT + PROJECT LOCATION MID-DAY PEAK MID-DAY PEAK LOCATION DELAY LOS DELAY LOS CHANGE Camino de los Coches/Via Calendo/proj. access 8.8 A 9.7 A 0.9 P:\PROJECTS\095300s\095310000\Excel\(3100IN01 .xlsJSIgnificance 02/20/2001 13:02 I II II II llllllllllll I i t I i II I I TABLE 8 SIGNIFICANCE OF PROJECT TRAFFIC IMPACTS, ROADWAY SEGMENTS WEEKDAYS ROADWAY SEGMENT DIRECTION NEAR TERM NEAR TERM PLUS PROJECT ROADWAY SEGMENT DIRECTION V/C RATIO LOS V/C RATIO LOS CHANGE La Costa Avenue Rancho Santa Fe Road/Camino de los Coches EB/WB 0.09 / 0.05 A/ A 0.11 / 0.07 A / A 0.02 / 0.02 Camino de los Coches La Costa Ave/Via Calendo NB / SB 0.02 / 0.04 A / A 0.04 / 0.06 A/ A 0.02 / 0.02 Via Calendo/Stagecoach Park Access NB / SB 0.03 / 0.04 A/ A 0.05 / 0.06 A/ A 0.03/ 0.03 Stagecoach Park Access/Rancho Santa Fe Rd EB/WB 0.09 / 0.08 A / A 0.11 / 0,11 A/ A 0.03/ 0.03 SUNDAYS ROADWAY SEGMENT DIRECTION NEAR TERM NEAR TERM WITH PROJECT ROADWAY SEGMENT DIRECTION V/C RATIO LOS V/C RATIO LOS CHANGE La Costa Avenue Rancho Santa Fe Road/Camino de los Coches EB/WB 0.05 / 0.05 A/ A 0.07 / 0.07 A / A 0.02 / 0.02 Camino de los Coches La Costa Ave/Via Calendo NB / SB 0.02 / 0.03 A / A 0.04 / 0.05 A / A 0.02 / 0.02 Via Calendo/Stagecoach Park Access NB / SB 0.02 / 0.03 A/ A 0.04 / 0.06 A/ A 0.03 / 0.03 Stagecoach Park Access/Rancho Santa Fe Rd EB / WB 0.04 / 0.04 A/ A 0.07 / 0.07 A / A 0.03 / 0.03 APPENDIX A • Traffic Generation Estimate • Existing Turning Movement Counts II 11 II I i II II II t i i I t i I i i I i i I t i f i I i I 1 SUNDAY TRAFFIC GENERATION Sanctuary maximum seating Maximum attendance Vehicle occupancy Vehicle trips Total Sunday Trips SUNDAY PEAK PERIOD TRAFFIC GENERATION Ward scheduling 1st Ward congregational meeting 1st Ward Education 2nd Ward congregational meeting 2nd Ward Education 3rd Ward congregational meeting 3rd Ward Education Peak inbound/outbound (max. concentration) P:\PERS0NAL\P00CH\Marketing\[LDS_1.xls]Sheet1 9:00 AM-11:00 AM 11:00 AM-1:00 PM 11:00 AM-1:00 PM 1:00 PM-3:00 PM 1:00 PM-3:00 PM 3:00 PM - 5:00 PM 12:30- 1:30 PM 100% of capacity 3 people/car 2 (1 in/1 out) 3 wards/day 100% of capacity 65% of capacity 100% of capacity 65% of capacity 100% of capacity 65% of capacity 254 people 254 people 85 cars per ward 169 trips per ward 508 total daily trips 85 inbound 30 outbound 85 inbound 30 outbound 85 inbound 30 outbound 85 inbound I 85 outbound 01/11/2001 8:33 illilliilliiti iifitiiili i^fiiiiiiiiiii DISTRIBUTION OF PROJECT TRAFFIC BY TIME OF DAY 7:00 7:30 8:00 8:30 9:00 9:30 10:00 10:30 11:00 11:30 12:00 12:30 13:00 13:30 14:00 14:30 15:00 15:30 16:00 16:30 17:00 to to to lo to to to to to to to to to to to fo to to to to to Cars 8:00 8:30 9:00 9:30 10:00 10:30 11:00 11:30 12:00 12:30 13:00 13:30 14:00 14:30 15:00 15:30 16:00 16:30 17:00 17:30 18:00 IstWard 85 Inbound 85 85 Outbound 30 30 Outbound 55 55 2nd Ward 85 Inbound 85 85 Outbound 30 30 Outbound 55 55 3rd Ward 85 Inbound 85 85 Outbound 30 30 Outbound 55 55 P:\PERSONAL\POOCH\Marketlng\[LDS_1.xls]Sheet2 01/11/2001 8:33 .•J-S STREET: •3-W STREET; RANCHO SANTA FE LA COSTA AVE SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS DATE: 1/30/2001 DAY: TUESDAY LANES: NORTHBOUND SOUTHBOUND EASTBOUND NL 1 NT 2 NR 0 SL 1 ST 2 SR 0 EL 1 ET 1 ER 1 CITY: CARLSBAD PROJECT# 0154003P WESTBOUND TOTAL WL 1 WT 2 WR 0 ;00 PM 15 PM 30 PM 45 PM :00 PM 15 PM 30 PM 45 PM 4:00 PM 41 215 4 5 154 38 54 22 35 0 10 7 585 15 PM 50 238 3 9 180 59 46 24 45 2 23 12 691 30 PM 34 221 2 15 195 42 60 16 39 3 14 13 654 45 PM 46 204 0 15 152 66 72 26 35 1 12 5 634 5:00 PM 59 211 4 10 169 50 52 29 41 1 22 9 657 15 PM 44 235 0 12 211 72 75 37 38 1 13 9 747 30 PM 51 229 0 11 193 71 53 24 33 4 14 7 690 45 PM 44 197 2 10 187 61 57 28 35 0 13 3 637 ;00 PM 15 PM 30 PM 45 PM jrOTAL NL NT VOLUMES = 369 1750 ?M Peak Hr Begins at PEAK •"VOLUMES = 198 872 NR 15 SL ST 87 1441 500 PM SR 459 EL 469 ET 206 ER 301 43 760 254 237 118 147 WL WT 12 121 62 WR 65 28 TOTAL 5295 2731 ADDITIONS:SIGNALIZED SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS .J-S STREET: J-W STREET: VIA CALLENDO CAMINO DE LAS COCHES DATE: 1/30/2001 DAY: TUESDAY LANES: NORTHBOUND SOUTHBOUND EASTBOUND CITY: CARLSBAD PROJECT# 0154001A WESTBOUND NL 0 NT 1 NR 0 SL ST SR EL ET 1 ER 0 WL 1 WT 1 WR TOTAL «- 3 ;00 PM 15 PM 30 PM 45 PM ;00 PM 15 PM 30 PM 45 PM 4:00 PM 6 5 14 1 13 10 49 15 PM 5 1 8 2 5 8 29 30 PM 1 3 7 3 3 4 21 45 PM 3 3 3 5 6 16 36 5:00 PM 3 4 14 2 3 18 44 15 PM 1 3 4 5 11 12 36 30 PM 9 4 6 6 10 9 44 45 PM 7 1 3 7 9 10 37 ;00 PM 15 PM 30 PM 45 PM ,TOTAL VOLUMES = NL 35 NT 0 NR 24 .^M Peak Hr Begins at • ^EAK • VOLUMES = 20 0 12 M ADDITIONS:1-WAY STOP N/B SL 0 500 PM ST 0 SR 0 EL 0 ET 59 ER 31 WL 60 WT 87 WR 0 TOTAL 296 27 20 33 49 161 (S3 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS ,J-S STREET: H-W STREET: RANCHO SANTA FE CAMINO DE LOS COCHES NORTHBOUND DATE: 1/30/2001 DAY: TUESDAY SOUTHBOUND EASTBOUND CITY: CARLSBAD PROJECT# 0154002P WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 3 0 1 3 2 1 2:00 PM PM 30 PM 45 PM 3 :00 PM 15 PM 30 PM 45 PM • 4:00 PM 261 66 12 153 37 16 545 15 PM 296 34 18 214 36 9 607 30 PM 253 35 13 224 18 9 552 m 45 PM 246 65 21 187 23 8 550 5:00 PM 251 33 13 191 40 26 554 15 PM 283 65 19 237 31 9 644 30 PM 253 53 18 219 30 10 583 - 45 PM 188 64 17 202 27 15 513 .« 6:00 PM 15 PM PM 45 PM •rOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 0 2031 415 131 1627 0 0 0 0 242 0 102 4548 JM Peak Hr Begins at 445 PM 'EAK VOLUMES = 0 1033 216 71 834 0 0 0 0 124 0 53 2331 ADDITIONS:SIGNALIZED SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS I-S STREET: •S-W STREET: LANES: - 3 :00 PM 15 PM 30 PM 45 PM ;00 PM 15 PM 30 PM 45 PM ;00 PM 15 PM 30 PM 45 PM STAGECOACH PARK CAMINO DE LOS COCHES DATE: 1/30/2001 DAY: TUESDAY CITY: CARLSBAD PROJECT# 0154004P NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL 0.5 NT 0.5 NR 1 SL 0.5 ST 0.5 SR 1 EL 1 ET 1 ER 1 WL 1 WT 1 WR 0 TOTAL 4:00 PM 13 0 5 5 1 18 20 14 7 3 15 7 108 15 PM 10 0 3 1 0 11 3 17 6 0 12 2 65 30 PM 5 0 1 2 0 1 5 12 7 1 9 1 44 45 PM 6 1 1 0 0 6 23 21 11 5 13 8 95 5:00 PM 15 0 3 8 0 22 14 14 9 6 10 11 112 15 PM 2 1 1 4 0 9 14 15 8 4 13 6 77 30 PM 1 0 1 1 1 11 11 13 13 1 15 1 69 45 PM 5 0 1 2 1 6 21 23 4 1 23 3 90 ,TOTAL VOLUMES NL 57 NT 2 NR 16 ?M Peak Hr Begins at * PEAK VOLUMES = 24 2 ADDITIONS:SIGNALIZED SL 23 445 PM 13 ST 3 SR 84 EL ET 111 129 ER 65 WL WT 21 110 48 62 63 41 16 51 WR 39 26 TOTAL 660 353 lOON SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS I-S STREET: -;-W STREET: RANCHO SANTA FE LA COSTA AVE DATE: 1/28/2001 DAY: SUNDAY CITY: CARLSBAD PROJECT# 0154003N NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 2 0 1 2 0 1 1 1 1 2 0 nm .0:00 AM •m, 15 AM 30 AM — 45 AM ^xl:00 AM 15 AM 30 AM 45 AM ••12:00 NOON 48 110 2 4 130 15 23 14 30 4 17 11 408 15 PM 38 124 2 14 135 42 36 20 41 4 12 6 474 • 30 PM 34 88 1 7 108 25 33 4 31 2 7 8 348 45 PM 30 97 1 7 121 30 32 14 45 1 12 11 401 1:00 PM 33 121 0 10 111 41 39 8 31 2 14 5 415 tm 15 PM 30 132 1 7 95 32 24 13 25 2 11 7 379 30 PM 27 119 1 3 104 29 29 8 22 0 12 4 358 - 45 PM 29 126 0 4 101 27 25 9 20 2 9 4 356 2:00 PM 15 PM mm 30 PM 45 PM I'OTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 269 917 8 56 905 241 241 90 245 17 94 56 3139 :00N Peak Hr Begins at 1215 PM ^^EAK "OLUMES = 135 430 4 38 475 138 140 46 148 9 45 30 1638 JVDDITIONS : SIGNALIZED SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS .'J-S STREET: '3-W STREET: VIA CALLENDO CAMINO DE LAS COCHES DATE: 1/28/2001 DAY: SUNDAY CITY: CARLSBAD PROJECT# 0154001N ••m~-NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 0 10 1 0 1 1 L0:00 AM m, 15 AM 30 AM 45 AM ^11:00 AM 15 AM 30 AM 45 AM -'12 :00 NOON 7 2 4 4 4 13 34 15 PM 5 2 2 5 6 11 31 « 20 PM 6 6 3 6 2 10 33 45 PM 4 6 4 3 3 4 24 1:00 PM 5 4 8 8 3 3 31 15 PM 5 7 4 5 2 6 29 30 PM 4 4 6 4 5 4 27 45 PM 3 6 5 4 5 7 30 2:00 PM 15 PM mtm 3 0 PM 45 PM _^TOTAL VOLUMES = NL 39 NT 0 NR 37 SL 0 ST 0 SR 0 EL 0 ET 36 ER 39 WL 30 WT 58 WR 0 TOTAL 239 .TOON Peak Hr Begins at 1200 PM m ^EAK •VOLUMES = 22 0 16 0 \DDITIONS:1-WAY STOP N/B 13 18 15 38 122 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS .J-S STREET: 2-W STREET: RANCHO SANTA FE CAMINO DE LOS COCHES DATE: 1/28/2001 DAY: SUNDAY CITY: CARLSBAD PROJECT# 0154002N NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND .Jim NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 3 0 1 3 2 1 LO :00 AM - 15 AM 30 AM 45 AM ^11:00 AM 15 AM 30 AM 45 AM "•12 :00 NOON 138 44 4 148 39 19 392 15 PM 154 35 6 139 35 9 378 • 30 PM 119 28 4 124 20 7 302 ^ 45 PM 122 30 10 153 21 6 342 1:00 PM 144 37 10 141 35 13 380 15 PM 151 31 8 123 22 12 347 30 PM 137 25 9 137 31 9 348 45 PM 141 33 10 140 26 10 360 • 2:00 PM 15 PM m 30 PM 45 "* - _ PM JOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 0 1106 263 61 1105 0 0 0 0 229 0 85 2849 JOON Peak Hr Begins at 100 PM ;>EAK "•VOLUMES = 0 573 126 37 541 0 0 0 0 114 0 44 1435 ADDITIONS:SIGNALIZED SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS .J-S STREET: S-W STREET: STAGECOACH PARK CAMINO DE LOS COCHES NORTHBOUND DATE: 1/28/2001 DAY: SUNDAY SOUTHBOUND EASTBOUND CITY: CARLSBAD PROJECT# 0154004N WESTBOUND "AM NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 0.5 0.5 1 0.5 0.5 1 1 1 1 1 1 0 "10:00 AM mt 15 AM 30 AM 45 AM ^11:00 AM 15 AM 30 AM 45 AM "•12:00 NOON 2 1 3 1 0 6 10 8 2 0 8 4 45 15 PM 1 0 0 0 0 7 9 9 3 1 13 3 46 30 PM 5 0 1 1 0 2 6 14 2 1 11 4 47 m» 45 PM 2 0 1 1 0 1 2 7 1 0 8 1 24 1:00 PM 2 0 2 3 0 6 3 21 2 1 7 1 48 - 15 PM 2 0 1 1 0 7 3 12 5 0 11 2 44 30 PM 1 1 2 3 0 7 2 10 1 1 12 2 42 ** 45 PM 2 0 1 2 1 3 2 15 1 1 10 1 39 ^ 2:00 PM 15 PM *» 30 PM 45 PM ^TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 17 2 11 12 1 39 37 96 17 5 80 18 335 .JOON Peak Hr Begins at 100 PM »EAK "•VOLUMES = 7 1 6 9 1 23 10 58 9 3 40 6 173 ADDITIONS:SIGNALIZED APPENDIX B Intersection Capacity Analysis Worksheet Existing Condition, WeekdayMon Feb 19, 2001 10:09:11 Page 3-1 Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) Intersection #1 Rancho Santa Fe Rd./La Costa Av. ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap. (X): 0.559 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 11.8 Optimal Cycle: 60 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L-T-R L-T-R L-T-R L-T-R I-•II-1-•I Control: Rights: Protected Include Protected Include Protected Ovl Protected Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 c ) 1 1 0 1 0 1 1 1 0 1 0 1 0 1 1 0 1 1 0 ma Volume Module: >> Count Date: 30 Jan 2001 « PM Weekday Base Vol: 198 872 6 43 760 254 237 118 147 6 62 28 •mm Growth Adj: 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 Initial Bse : 198 872 6 43 760 254 237 118 147 6 62 28 User Adj: l-.OO 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 PHF Adj: 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 PHF Voliame: 198 872 6 43 760 254 237 118 147 6 62 28 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 mm Reduced Vol : 198 872 6 43 760 254 237 118 147 6 62 28 PCE Adj: 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 MLF Adj: 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 Final Vol. : 198 872 6 43 760 254 237 118 147 6 62 28 mat Saturation : Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0. 95 0.95 0 .95 0.95 0.91 0. 91 0. 95 1.00 0.85 0.95 0. 91 0.91 m Lanes: 1.00 1. 99 0 .01 1.00 1.50 0.50 1.00 1.00 1.00 1.00 1. 38 0.62 Final Sat. : 1805 3582 25 1805 2606 871 1805 1900 1615 1805 2370 1070 Capacity Analysis Module: Vol/Sat: 0.11 0.24 0 .24 0.02 0.29 0.29 0.13 0.06 0.09 0.00 0. 03 0.03 Crit Moves: * * * * **** *-k*-k Green/Cycle : 0.20 0. 65 0 .65 0.06 0.52 0.52 0.23 0.27 0.46 0.01 0. 05 0.05 •mm Volume/Cap: 0.56 0.37 0 .37 0.37 0.56 0.56 0.56 0.23 0.20 0.23 0. 56 0.56 Uniform Del : 21.8 4.7 4.7 26.9 9.7 9.7 20.2 17.2 9.5 29.2 28 1.0 28.0 mm IncremntDel : 2.0 0.1 0.1 2.0 0.4 0.4 1.7 0.2 0.1 4.6 4 i.4 4.4 Delay Adj: 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 mm Delay/Veh: 23.8 4.8 4.8 28.9 10.1 10.1 21.9 17.4 9.6 33.8 32.3 32.3 User DelAdj : 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 AdjDel/Veh: 23.8 4.8 4.8 28. 9 10.1 10.1 21.9 17.4 9.6 33.8 32.3 32.3 DesignQueue: 5 11 0 1 13 4 6 3 ********************************************************* 3 0 2 1 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to KIMLEY-HORN, S.DIEGO,CA Existing Condition, WeekdayMon Feb 19, 2001 10:09:11 Page 4-1 Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) Intersection #2 Cmo de los Coches/Via Calendo/site access t******************************************************************************* Average Delay (sec/veh): 9.0 Worst Case Level Of Service: A ******»************************************************************************* Approach: North Bound South Bound East Bound West Bound Movement: L-T-R L-T-R L-T-R L-T-R I I I II II I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 00101 10100 00000 1000 1 I I I I I I I , Volume Module: » Count Date: 30 Jan 2001 « PM Weekday Base Vol: 0 27 20 33 49 0 0 0 0 20 0 12 Growth Adj: 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 27 20 33 49 0 0 0 0 20 0 12 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Voliame: 0 27 20 33 49 0 0 0 0 20 0 12 Reduct Vol: 000000000000 Final Vol.: 0 27 20 33 49 0 0 0 0 20 0 12 I I I I 1 I I I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 I I I I I I I I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 47 xxxx xxxxx xxxx xxxx xxxxx 142 xxxx 27 Potent Cap.: xxxx xxxx xxxxx 1573 xxxx xxxxx xxxx xxxx xxxxx 856 xxxx 1054 Move Cap.: xxxx xxxx xxxxx 1573 xxxx xxxxx xxxx xxxx xxxxx 842 xxxx 1054 I I I I I I I I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 7.3 xxxx xxxxx xxxxx xxxx xxxxx 9.4 xxxx 8.5 LOS by Move: *-i,*p,*****ii*p^ Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: ************ ApproachDel: xxxxxx xxxxxx xxxxxx 9.0 ApproachLOS: * * * A Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to KIMLEY-HORN, S.DIEGO,CA Existing Condition, WeekdayMon Feb 19, 2001 10:09:11 Page 5-1 Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 Stagecoach Pk/La Costa Cyn HS/Cmo del los Coches «***********************************************«***********************jnnm***(t Cycle (sec): 60 Critical Vol./Cap. (X): 0.090 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 9.8 Optimal Cycle: 60 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L-T-R L-T-R L-T-R L-T-R •II-Control: Rights: Split Phase Include Split Phase Include •I Permitted Include Permitted Include •im. Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 1 0 1 1 0 1 0 1 mm Volume Module: >> Count Date: 28 Jan 2001 « Base Vol: 24 2 6 13 1 48 62 63 41 16 51 26 Growth Adj: 1.00 1. 00 1. 00 1. 00 1 .00 1. 00 1 .00 1 .00 1 .00 1.00 1.00 1.00 Ini':ial Bse : 24 2 6 13 1 48 62 63 41 16 51 26 User Adj: 1.00 1. 00 1. 00 1. 00 1 .00 1. 00 1 .00 1 .00 1 .00 1.00 1.00 1.00 PHF Adj: 1.00 1. 00 1. 00 1. 00 1 .00 1. 00 1 .00 1 .00 1 .00 1.00 1.00 1.00 •mm PHF Volume: 24 2 6 13 1 48 62 63 41 16 51 26 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 urn Reduced Vol : 24 2 6 13 1 48 62 63 41 16 51 26 PCE Adj: 1.00 1. 00 1. 00 1. 00 1 .00 1. 00 1 .00 1 .00 1 .00 1.00 1.00 1.00 •m» MLF Adj: 1.00 1. 00 1. 00 1. 00 1 .00 1. 00 1 .00 1 .00 1 .00 1.00 1.00 1.00 Final Vol.: 24 2 6 13 1 48 62 63 41 16 51 26 Saturation Flow Module: 1 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.96 0. 96 0. 85 0. 96 0 .96 0. 85 0 .71 1 .00 0 .85 0.69 1.00 0.85 Lanes: 0. 92 0. 08 1. 00 0. 93 0 .07 1. 00 1 .00 1 .00 1 .00 1.00 1.00 1.00 Final Sat. : 1677 140 1615 1687 130 1615 1341 1900 1615 1315 1900 1615 im Capacity Analysis Module: Vol/Sat: 0.01 0. 01 0. 00 0. 01 0 .01 0. 03 0 .05 0 .03 0 .03 0.01 0.03 0.02 m Crit Moves: * * * * Green/Cycle : 0.16 0. 16 0. 16 0. 33 0 .33 0. 33 0 .51 0 .51 0 .51 0.51 0.51 0.51 mm Volume/Cap: 0.09 0. 09 0. 02 0. 02 0 .02 0. 09 0 .09 0 .06 0 .05 0.02 0.05 0.03 Uniform Del : 21.5 21 .5 21 .3 13 .6 13.6 13 1.9 7.5 7.4 7.3 7.2 7.3 7.3 m IncremntDel : 0.1 0 1.1 0 1.0 0 1.0 0.0 C I.l 0.1 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1. 00 1. 00 1. 00 1 .00 1. 00 1 .00 1 .00 1 .00 1.00 1.00 1.00 mm Delay/Veh: 21.7 21 .7 21 .4 13 i.6 13.6 14 ,.0 7.5 7.4 7.4 7.2 7.4 7.3 User DelAdj : 1.00 1. 00 1. 00 1. 00 1 .00 1. 00 1 .00 1 .00 1 .00 1.00 1.00 1.00 m AdjDel/Veh: 21.7 21 .7 21 ..4 13 1.6 13.6 l-S 1.0 7.5 7.4 7.4 7.2 7.4 7.3 DesignQueue : 1 0 0 0 0 1 1 1 1 0 1 0 ************************ r******************************************************* Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to KIMLEY-HORN, S.DIEGO,CA Existing Condition, WeekdayMon Feb 19, 2001 10:09:11 Page 6-1 Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************.******«******t****jk4j,tjt4j,4 Intersection #4 Rancho Santa Fe Rd/Cmo de los Coches *************************************************************************t**t^t* Cycle (sec): 60 Critical Vol./Cap. (X): 0.322 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 3.9 Optimal Cycle: 60 Level Of Service: A ******************************************************************************** Approach: Movement: North Bound L-T-R South Bound - T - R East Bound L-T-R West Bound L-T-R Control: Rights: Protected Include Protected Include Protected Include Protected Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1 2 1 0 1 0 3 0 0 0 0 0 0 0 2 0 0 0 1 Voliame Module: >> Count Date: 28 Jan 2001 « ; Sunday Peak Base Vol: 0 1033 216 71 834 0 0 0 0 124 0 53 mm Growth Adj: 1 .00 1.00 1.00 1.00 1.00 1 .00 1. 00 1. .00 1. .00 1.00 1. .00 1. ,00 Initial Bse: 0 1033 216 71 834 0 0 0 0 124 0 53 User Adj: 1 .00 1.00 1.00 1.00 1.00 1 .00 1. 00 1. .00 1. .00 1.00 1. ,00 1. ,00 PHF Adj: 1 .00 1.00 1.00 1.00 1.00 1 .00 1. 00 1. .00 1. .00 1.00 1. .00 1. ,00 PHF Volume: 0 1033 216 71 834 0 0 0 0 124 0 53 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 -aa Reduced Vol: 0 1033 216 71 834 0 0 0 0 124 0 53 PCE Adj: 1 .00 1.00 1.00 1.00 1.00 1 .00 1. 00 1, .00 1, .00 1.00 1. .00 1. .00 mn MLF Adj: 1 .00 1.00 1.00 1.00 1.00 1 .00 1. 00 1. .00 1, .00 1.00 1. .00 1. .00 Final Vol.: 0 1033 216 71 834 0 0 0 0 124 0 53 •II- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.89 0.89 0. 95 0.91 1.00 1.00 1.00 1.00 0. 92 1.00 0.85 Lanes: 0.00 2.48 0.52 1.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 m» Final Sat. : 0 4178 874 1805 5187 0 0 0 0 3502 0 1615 Capacity Analysis Module: Vol/Sat: 0.00 0.25 0.25 0.04 0.16 0.00 0.00 0.00 0.00 0.04 0.00 0.03 ••• Crit Moves: * * * * * * * -k * * * * Green/Cycle: 0.00 0.77 0.77 0.12 0.89 0.00 0.00 0.00 0.00 0.11 0.00 0.23 1*. Volume/Cap: 0.00 0.32 0.32 0.32 0.18 0.00 0.00 0.00 0.00 0.32 0.00 0.14 Unifonn Del: 0.0 2.1 2.1 24.1 0.4 0.0 0.0 0.0 0.0 24.6 0.0 18.3 mm IncremntDel: 0.0 0.0 0.0 0.9 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.2 Delay Adj: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Delay/Veh: 0.0 2.2 2.2 24.9 0.5 0.0 0.0 0.0 0.0 25.1 0.0 18.5 User DelAdj: •1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 2.2 2.2 24 . 9 0.5 0.0 0.0 0.0 0.0 25.1 0.0 18.5 DesignQueue: 0 8 ************************ 223000040 ************************************************** 1 ****** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to KIMLEY-HORN, S.DIEGO,CA Near Term Weekday Mon Feb 19, 2001 10:10:28 Page 3-1 Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #1 Rancho Santa Fe Rd./La Costa Av. ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap. (X): 0.583 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 12.1 Optimal Cycle: 60 Level Of Service: B ******************************************************************************** Approach: Movement: North Bound L-T-R South Bound L-T-R East Bound L-T-R West Bound L-T-R Control: Rights: Protected Include Protected Include Protected Ovl Protected Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 0 1 1 0 1 1 0 Volume Module : » Count Date: 30 Jan 2001 « 1 PM Weekday Base Vol: 200 915 10 45 800 265 250 125 155 10 65 30 Growth Adj: 1.00 1.00 1, .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. ,00 1, ,00 Initial Bse: 200 915 10 45 800 265 250 125 155 10 65 30 User Adj: 1.00 1.00 1. ,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1, ,00 1, .00 PHF Adj: 1.00 1.00 1. ,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. ,00 1. .00 PHF Volume: 200 915 10 45 800 265 250 125 155 10 65 30 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 'm Reduced Vol: 200 915 10 45 800 265 250 125 155 10 65 30 PCE Adj: 1.00 1.00 1. ,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. .00 1, .00 MLF Adj: 1.00 1.00 1, .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. .00 1 .00 Final Vol.: 200 915 10 45 800 265 250 125 155 10 65 30 •II-II- Saturation Flow Module: Sat/Lane: 1900 1900 1900 Adjustment: 0.95 0.95 0.95 Lanes: 1.00 1.98 0.02 Final Sat.: 1805 3564 39 1900 1900 1900 1900 1900 0.95 0.91 0.91 0.95 1.00 1.00 1.50 0.50 1.00 1.00 1805 2611 865 1805 1900 I I I 1900 1900 1900 1900 0.85 0.95 0.91 0.91 1.00 1.00 1.37 0.63 1615 1805 2354 1086 •I Capacity Analysis Module: Vol/Sat Crit Moves: Green/Cycle: Volume/Cap: Uniform Del: IncremntDel: Delay Adj: Delay/Veh: User DelAdj: AdjDel/Veh: DesignQueue: 0.11 0.26 * * * * 0.19 0.65 0.58 0.39 22.1 2.6 4.9 0.1 1.00 1.00 24.7 5.0 1.00 24 .7 6 1.00 5.0 11 0.26 0. 65 0.39 4.9 0.1 1.00 5.0 1.00 5.0 0 0.02 0.31 **** 0.06 0.53 0.39 0.58 27.0 9.7 2.2 1.00 0.5 1.00 29.2 10.2 1.00 1.00 29.2 10.2 1 14 0.31 0.53 0.58 9.7 0.5 1.00 10.2 1.00 10.2 5 0.14 **** 0.24 0.58 20.2 2.1 1.00 22.3 1.00 22. 3 7 0.07 0.26 0.25 17.5 0.3 1.00 17.7 1.00 17.7 3 0.10 0.01 0.03 **** 0.45 0.21 9.9 0.1 1.00 10.1 1.00 10.1 3 0.02 0.05 0.25 0.58 28.8 28.0 3.3 5.3 1.00 1.00 32.1 33.3 1.00 1.00 32.1 0 33.3 2 0.03 0.05 0.58 28.0 5.3 1.00 33.3 1.00 33.3 1 ****************************************•*******************•**•**•********-»'*•******* Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to KIMLEY-HORN, S.DIEGO,CA Near Term Weekday Mon Feb 19, 2001 10:10:28 Page 4-1 Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #2 Cmo de los Coches/Via Calendo/site access ******************************************************************************** Average Delay (sec/veh): 9.1 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L-T-R L-T-R L-T-R L-T-R Control: Rights: Uncontrolled Include Uncontrolled Include Stop Sign Include Stop Sign Include Lanes: 0 0 1 0 1 1 0 1 0 0 0 0 0 0 0 1 0 0 0 1 Volume Module : >> Count Date: 30 Jan 2001 << PM ! Weekday Base Vol: 0 30 25 35 50 0 0 0 0 25 0 15 Growth Adj: 1.00 1.00 1.00 1.00 1, ,00 1 .00 1.00 1.00 1, ,00 1.00 1. ,00 1. ,00 Initial Bse: 0 30 25 35 50 0 0 0 0 25 0 15 User Adj: 1.00 1.00 1.00 1.00 1. .00 1 .00 1.00 1.00 1, .00 1.00 1, .00 1, .00 PHF Adj: 1.00 1.00 1.00 1.00 1. ,00 1 .00 1.00 1.00 1. .00 1.00 1, .00 1, .00 PHF Volume: 0 30 25 35 50 0 0 0 0 25 0 15 mm Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 30 25 35 50 0 0 0 0 25 0 15 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 Capacity Module: Cnflict Vol: xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 55 xxxx xxxxx 1563 xxxx xxxxx 1563 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 150 xxxx 30 847 xxxx 1050 832 xxxx 1050 1 1 Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx LOS by Move: * * * Movement: LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx Shared LOS: * * * ApproachDel: xxxxxx ApproachLOS: * I I I I 7.4 xxxx xxxxx xxxxx xxxx xxxxx * * * * * LT - LTR - RT LT - LTR - RT xxxx xxxx xxxxx xxxx xxxx xxxxx •I 9.5 xxxx A * LT - LTR 8.5 A RT xxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxxx 9.1 A Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to KIMLEY-HORN, S.DIEGO,CA MITIG8 - Near Term Weekday Mon Feb 19, 2001 11:05:02 Page 1-1 Level Of Service Con^jutation Report 1997 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Stagecoach Pk/La Costa Cyn HS/Cmo del los Coches ******************************************************************************** 60 Critical Vol./Cap. (X): 0 (Y+R = 4 sec) Average Delay (sec/veh): 60 Level Of Service: ****************************************************************** Cycle (sec): Loss Time (sec) Optimal Cycle: Approach: Movement: North Bound L-T-R South Bound L-T-R East Bound L-T-R 0.113 11.0 B ************** West Bound -T-R •I I-Control; Rights: Split Phase Include Split Phase Include Permitted Include Permitted Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 1 0 1 1 0 1 0 1 Volume Module: >> Count Date: 28 Jan 2001 « — 1 Base Vol: 55 5 10 15 5 50 65 65 45 20 55 30 Growth Adj: 1.00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse : 55 5 10 15 5 50 65 65 45 20 55 30 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 55 5 10 15 5 50 65 65 45 20 55 30 User Adj: 1.00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 55 5 10 15 5 50 65 65 45 20 55 30 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 55 5 10 15 5 50 65 65 45 20 55 30 PCE Adj: 1.00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 55 5 10 15 5 50 65 65 45 20 55 30 Saturation i Flow Module: m Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0. 96 0. 96 0.85 0. 96 0.96 0.85 0.70 1.00 0.85 0.69 1.00 0.85 Lanes: 0.92 0. 08 1.00 0.75 0.25 1.00 1.00 1.00 1.00 1.00 1.00 1.00 •m Final Sat.: 1665 151 1615 1374 458 1615 1332 1900 1615 1311 1900 1615 Capacity Analysis Module: wm. Vol/Sat: 0.03 0. 03 0.01 0.01 0.01 0.03 0.05 0.03 0.03 0.02 0.03 0.02 Crit Moves: * * * * •k-k-k-k *ifk-k Green/Cycle : 0.16 0. 16 0.16 0.33 0.33 0.33 0.51 0.51 0.51 0.51 0.51 0.51 Volume/Cap: 0.21 0. 21 0.04 0.03 0.03 0.09 0.10 0.07 0.05 0.03 0.06 0.04 Uniform Del : 21.9 21 .9 21.3 13.6 13.6 13.9 7.6 7.5 7.4 7.3 7.4 7.3 IncremntDel : 0.4 0 1.4 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 22.2 22 .2 21.4 13.6 13.6 14.0 7.6 7.5 7.4 7.3 7.4 7.4 User DelAdj : 1.00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 mm. AdjDel/Veh: 22.2 22 !.2 21.4 13.6 13.6 14.0 7.6 7.5 7.4 7.3 7.4 7.4 DesignQueue : 2 0 0 0 0 1 1 1 1 0 1 0 ************************ -******************************************************* Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to KIMLEY-HORN, S.DIEGO,CA Near Term Weekday Mon Feb 19, 2001 10:10:28 Page 6-1 Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Rancho Santa Fe Rd/Cmo de los Coches ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap. (X): 0.338 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 3.9 Optimal Cycle: 60 Level Of Service: A ******************************************************************************** Approach: Movement: North Bound L-T-R South Bound L-T-R East Bound L-T-R West Bound L-T-R Control; Rights: Protected Include Protected Include •I I- Protected Include Protected Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 1 0 1 0 3 0 0 0 1 0 0 0 0 2 0 0 0 1 mm Volume Module: » Count Date: 28 Jan 2001 << Sunday Peak Base Vol: 0 1085 225 75 875 0 0 0 0 130 0 55 Growth Adj: 1. 00 1.00 1.00 1.00 1.00 1 .00 1. 00 1. ,00 1. ,00 1.00 1. ,00 1.00 Initial Bse 0 1085 225 75 875 0 0 0 0 130 0 55 User Adj: 1. 00 1.00 1.00 1.00 1.00 1 .00 1. 00 1. ,00 1, ,00 1.00 1. ,00 1.00 PHF Adj: 1. 00 1.00 1.00 1.00 1.00 1 .00 1. 00 1, ,00 1. ,00 1.00 1. ,00 1.00 PHF Volume: 0 1085 225 75 875 0 0 0 0 130 0 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 0 1085 225 75 875 0 0 0 0 130 0 55 PCE Adj: 1. 00 1.00 1.00 1.00 1.00 1 .00 1. 00 1, ,00 1, ,00 1.00 1, .00 1.00 MLF Adj: 1. 00 1.00 1.00 1.00 1.00 1 .00 1. 00 1, .00 1, ,00 1.00 1, .00 1.00 Final Vol.: 0 1085 225 75 875 0 0 0 0 130 0 55 mm Saturation 1 - Flow ' Module: 1 1 - - -1 1 " 1 1 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 •mk Adjustment: 1. 00 0.89 0.89 0.95 0.91 1 .00 1. 00 1 .00 1 .00 0.92 1 .00 0.85 Lanes: 0. 00 2.48 0.52 1.00 3.00 0 .00 0. 00 0, .00 0 .00 2.00 0 .00 1.00 Final Sat.: 0 4184 868 1805 5187 0 0 0 0 3502 0 1615 0.04 0.17 * * * * Capacity Analysis Module: Vol/Sat: 0.00 0.26 0.26 Crit Moves: **** Green/Cycle: 0.00 0.77 0.77 Volume/Cap: 0.00 0.34 0.34 Uniform Del: 0.0 2.2 2.2 IncremntDel: 0.0 0.1 0.1 Delay Adj: 0.00 1.00 1.00 Delay/Veh: 0.0 2.2 2.2 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 0.0 2.2 2.2 DesignQueue: 0 9 2 2 *************************************! 0.00 0.00 0.00 0.00 0.04 0.00 * * * * 0.03 0.12 0.89 0.00 0.00 0.00 0.00 0.11 0.00 0.23 0.34 0.19 0.00 0.00 0.00 0.00 0.34 0.00 0.15 24.1 0.4 0.0 0.0 0.0 0.9 0.0 1.00 1.00 25.0 0.5 1.00 1.00 25.0 0.5 0.0 0.0 0.00 0.0 1.00 0.0 0.0 24.7 0.0 18.3 0.0 0.0 0.0 0.5 0.0 0.2 0.00 0.00 0.00 1.00 0.00 1.00 . 0.0 0.0 0.0 25.2 0.0 18.5 1.00 1.00 1.00 1.00 1.00 1.00 0.0 0.0 0.0 25.2 0.0 18.5 3000040 1 ****+*************•*******+*************** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to KIMLEY-HORN, S.DIEGO,CA Near Term Weekday + Proj Mon Feb 19, 2001 10:12:16 Page 3-1 Level Of Service Confutation Report 1997 HCM Operations Method (Base Volume Alternative **************************************************************** Intersection #1 Rancho Santa Fe Rd./La Costa Av. **************************************************************** Cycle (sec): 60 Critical Vol./Cap. (X): Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): Optimal Cycle: 60 Level Of Service: **************************************************************** Approach: North Bound South Bound East Bound Movement: L-T-R L-T-R L-T-R ) **************** **************** 0.593 12.7 B **************** West Bound L-T-R •I I-Control: Rights: Protected Include Protected Include Protected Ovl Protected Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 C 1 1 1 0 1 0 1 1 1 0 1 0 1 0 1 1 0 1 1 0 Volume Module: >> Count Date: 30 Jan 2001 « PM Weekday Base Vol: 200 915 10 54 800 265 250 151 155 10 91 39 Gro\*th Adj : 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 Initial Bse : 200 915 10 54 800 265 250 151 155 10 91 39 User Adj: 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 PHF Adj: 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 •-.., PHF Volume: 200 915 10 54 800 265 250 151 155 10 91 39 Red-u.ct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 200 915 10 54 800 265 250 151 155 10 91 39 PCE Adj: 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 nm MLF Adj: 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 Final Vol.: 200 915 10 54 800 265 250 151 155 10 91 39 tm Saturation ; Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 wm Adjustment: 0. 95 0.95 0 .95 0.95 0. 91 0.91 0.95 1.00 0.85 0.95 0. 91 0.91 Lanes: 1.00 1. 98 0 .02 1.00 1.50 0.50 1.00 1.00 1.00 1.00 1. 40 0.60 •Wm Final Sat.: 1805 3564 39 1805 2611 865 1805 1900 1615 1805 2413 1034 HM 1 Capacity Analysis Module: -1 1 -1 1 " — 1 1 Vol/Sat: 0.11 0.26 0 .26 0.03 0.31 0.31 0.14 0.08 0.10 0.01 0. 04 0.04 «• Crit Moves: * * * * * * * * * * * * * * * * Green/Cycle : 0.19 0.63 0 .63 0.07 0.52 0.52 0.23 0.28 0.46 0.02 0. 06 0.06 DM Volume/Cap: 0.59 0.41 0 .41 0.41 0.59 0.59 0.59 0.29 0.21 0.29 0. 59 0.59 Uniform Del : 22.3 5.5 5.5 26.6 10.1 10.1 20.5 17.0 9.5 29.0 27 '.3 27.3 IncremntDel : 2.8 0.1 0.1 2.0 0.5 0.5 2.3 0.3 0.1 4.5 4 1.3 4.3 Delay Adj: 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 Delay/Veh: 25.1 5.7 5.7 28.6 10.7 10.7 22.7 17.3 9.7 33.5 31.7 31.7 mm User DelAdj : 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 AdjDel/Veh: 25.1 5.7 5.7 28.6 10.7 10.7 22.7 17.3 9.7 33.5 31.7 31.7 DesignQueue : 6 12 0 2 14 5 7 4 3 0 3 1 ************************ ******************************************************** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to KIMLEY-HORN, S.DIEGO,CA Near Term Weekday + Proj Mon Feb 19, 2001 10:12:16 Page 4-1 Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #2 Cmo de los Coches/Via Calendo/site access ******************************************************************************** Average Delay (sec/veh): 10.2 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L-T-R L-T-R L-T-R L-T-R I II II II I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 01001 10010 001100 10001 I I I I I I I I Volume Module: » Count Date: 30 Jan 2001 « PM Weekday Base Vol: 50 30 25 35 50 35 35 0 50 25 0 15 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 50 30 25 35 50 35 35 0 50 25 0 15 User Adj: 1.00 1.00 ].00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 50 30 25 35 50 35 35 0 50 25 0 15 Reduct Vol: 000000000000 Final Vol.: 50 30 25 35 50 35 35 0 50 25 0 15 I I I I I I I I Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 xxxx 6.2 7.1 xxxx 6.2 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 xxxx 3.3 3.5 xxxx 3.3 I I I I I I I I Capacity Module: Cnflict Vol: 85 xxxx xxxxx 55 xxxx xxxxx 288 xxxx 68 293 xxxx 30 Potent Cap.: 1524 xxxx xxxxx 1563 xxxx xxxxx 669 xxxx 1002 664 xxxx 1050 Move Cap.: 1524 xxxx xxxxx 1563 xxxx xxxxx 631 xxxx 1002 604 xxxx 1050 I I I I I I I I Level Of Service Module: Stopped Del: 7.4 xxxx xxxxx 7.4 xxxx xxxxx xxxxx xxxx xxxxx 11.2 xxxx 8.5 LOS by Move: A**A-*****B*A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 807 xxxxx xxxx xxxx xxxxx Shrd StpDel: 7.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 10.0 xxxxx xxxxx xxxx xxxxx Shared LOS: ft******ft**** ApproachDel: xxxxxx xxxxxx 10.0 10.2 ApproachLOS: * * A B Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to KIMLEY-HORN, S.DIEGO,CA MITIG8 Near Term Weekday Mon Feb 19, 2001 11:11:22 Page 1-1 Level Of Service Computation Report 1997 HCM Operations Method (Future Voliame Alternative) ******************************************************************************** Intersection #3 Stagecoach Pk/La Costa Cyn HS/Cmo del los Coches ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap. (X): 0.143 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 11.4 Optimal Cycle: 60 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L-T-R L-T-R L-T-R L-T-R I I I I I Split Phase Include Control: Rights: Split Phase Include -I I-Permitted Include Permitted Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 1 0 1 1 0 1 0 1 Volume Module: » Count Date: 28 Jan 2001 « Base Vol: 55 5 10 15 5 50 65 115 45 20 150 30 .t•m^ Growth Adj: 1 .00 1 .00 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse 55 5 10 15 5 50 65 115 45 20 150 30 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut 55 5 10 15 5 50 65 115 45 20 150 30 User Adj: 1 .00 1 .00 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 m» PHF Adj: 1 .00 1 .00 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 55 5 10 15 5 50 65 115 45 20 150 30 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 55 5 10 15 5 50 65 115 45 20 150 30 m PCE Adj: 1 .00 1 .00 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1 .00 1 .00 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 mm Final Vol.: 55 5 10 15 5 50 65 115 45 20 150 30 Saturation : Flow Module: 1 1 ' — 1 1 - •m Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0 .96 0 . 96 0.85 0.96 0 .96 0.85 0.59 1.00 0.85 0.63 1.00 0.85 Lanes: 0 .92 0 .08 1.00 0.75 0 .25 1.00 1.00 1.00 1.00 1.00 1.00 1.00 •mt Final Sat.: 1665 151 1615 1374 458 1615 1123 1900 1615 1195 1900 1615 Capacity Analysis Module: •mm Vol/Sat: 0 .03 0 .03 0.01 0.01 0 .01 0.03 0.06 0.06 0.03 0.02 0.08 0.02 Crit Moves: **** * * * * **** •m Green/Cycle : 0 .20 0 .20 0.20 0.33 0 .33 0.33 0.48 0.48 0.48 0.48 0.48 0.18 Volume/Cap: 0 .17 0 .17 0.03 0.03 0 .03 0.09 0.12 0.13 0.06 0.03 0.16 0.10 Uniform Del: 19.9 19.9 19.3 13.6 13.6 13.9 8.6 8.6 IncremntDel: Delay Adj: Delay/Veh: User DelAdj: AdjDel/Veh: 0.2 0.2 1.00 1.00 20.1 20.1 1.00 1.00 20.1 20.1 0.0 1.00 19.4 1.00 19. 4 0.0 0.0 1.00 1.00 13.6 13.6 1.00 1.00 13.6 13.6 0.1 1.00 14.0 1.00 14.0 0.1 1.00 8.7 1.00 8.7 0.1 1.00 8.7 1.00 8.7 8.3 0.0 1.00 8.4 1.00 8.4 8.3 8.8 20.6 0.0 0.1 1.00 1.00 8.3 8.9 1.00 1.00 8.3 8.9 0.2 1.00 20.7 1.00 20.7 DesignQueue: 100001121031 ********************************************************************************* Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to KIMLEY-HORN, S.DIEGO,CA Near Term Weekday + Proj Mon Feb 19, 2001 10:12:16 Page 6-1 Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Rancho Santa Fe Rd/Cmo de los Coches ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap. (X): 0.363 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 4.5 Optimal Cycle: 60 Level Of Service: A ******************************************************************************** Approach: Movement: North Bound L-T-R South Bound L-T-R East Bound L-T-R West Bound L-T-R •I I-Control: Rights: Protected Include Protected Include Protected Include Protected Ovl •••'>:^. Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 1 0 1 0 1 3 0 0 0 0 0 0 0 2 0 0 0 1 Volume Module: » Count Date: 28 Jan 2001 « Sunday Peak Base Vol: 0 1085 275 75 875 0 0 0 0 180 0 55 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 Initial Bse : 0 1085 275 75 875 0 0 0 0 180 0 55 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 PHF Volume: 0 1085 275 75 875 0 0 0 0 180 0 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 0 1085 275 75 875 0 0 0 0 180 0 55 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 •^ MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 Final Vol.: 0 1085 275 75 875 0 0 0 0 180 0 55 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.88 0.88 0.95 0.91 1.00 1.00 1 .00 1.00 0. 92 1.00 0.85 Lanes: 0.00 2.39 0.61 1.00 3.00 0.00 0.00 0 .00 0.00 2.00 0.00 1.00 Final Sat. : 0 4014 1017 1805 5187 0 0 0 0 3502 0 1615 •» Capacity Analysis Module: Vol/Sat: 0.00 0.27 0.27 0.04 0.17 0.00 0.00 0 .00 0.00 0.05 0.00 0.03 ••mm Crit Moves: **** **** **** Green/Cycle : 0.00 0.74 0.74 0.11 0.86 0.00 0.00 0 .00 0.00 0.14 0.00 0.26 Volume/Cap: 0.00 0.36 0.36 0.36 0.20 0.00 0.00 0 .00 0.00 0.36 0.00 0.13 Uniform Del : 0.0 2.7 2.7 24.5 0.7 0.0 0.0 0.0 0.0 23.3 0.0 17.2 mm IncremntDel : 0.0 0.1 0.1 1.1 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.1 Delay Adj: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0 .00 0.00 1.00 0.00 1.00 mm Delay/Veh: 0.0 2.8 2.8 25.6 0.7 0.0 0.0 0.0 0.0 23.8 0.0 17.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 •m AdjDel/Veh: 0.0 2.8 2.8 25.6 0.7 0.0 0.0 0.0 0.0 23.8 0.0 17.3 DesignQueue : 0 10 3 2 4 0 0 0 0 5 0 1 ******************************************************************************* Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to KIMLEY-HORN, S.DIEGO,CA Buildout Weekday Mon Feb 19, 2001 10:13:31 Page 3-1 Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #1 Rancho Santa Fe Rd./La Costa Av. ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap. (X): 0.701 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 14.4 Optimal Cycle: 7 6 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L-T-R L-T-R L-T-R L-T-R Control: Rights: Protected Include Protected Include Protected Ovl Protected Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 C 1 1 1 0 1 0 1 1 0 1 0 1 0 1 1 0 1 1 0 Volume Module: >> Count Date: 30 Jan 2001 « PM Weekday Base Vol: 220 1020 15 65 960 320 300 180 185 15 110 45 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse : 220 1020 15 65 960 320 300 180 185 15 110 45 User Adj: l-.OO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 220 1020 15 65 960 320 300 180 185 15 110 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 220 1020 15 65 960 320 300 180 185 15 110 45 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 220 1020 15 65 960 320 300 180 185 15 110 45 ml Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0. 95 0. 95 0.95 0.91 0. 91 0.95 1.00 0.85 0.95 0. 91 0. 91 Lanes: 1.00 1.97 0.03 1.00 1.50 0.50 1.00 1.00 1.00 1.00 1.42 0.58 Final Sat.: 1805 3551 52 1805 2607 869 1805 1900 1615 1805 2452 1003 -m^ Capacity Analysis Module: Vol/Sat: 0.12 0.29 0.29 0.04 0.37 0.37 0.17 0.09 0.11 0.01 0.04 0.04 •mm Crit Moves: * * * * * * * * * * * * * * * * Green/Cycle : 0.17 0. 62 0. 62 0.08 0.53 0.53 0.24 0.28 0.45 0.02 0.06 0.06 Volume/Cap: 0.70 0.46 0.46 0.46 0.70 0.70 0.70 0.34 0.25 0.34 0.70 0.70 Uniform Del : 23.3 6.0 6.0 26.5 10.7 10.7 20.9 17.3 10.2 28.8 27.5 27.5 IncremntDel : 6.9 0.2 0.2 2.4 1.2 1.2 5.1 0.4 0.2 4.6 9.7 9.7 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 30.3 6.2 6.2 28.9 11. 9 11.9 26.1 17.7 10.4 33.4 37.2 37.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 30.3 6.2 6.2 28.9 11.9 11.9 26.1 17.7 10.4 33.4 37.2 37.2 DesignQueue : 6 14 0 2 17 6 8 4 3 0 3 1 ******************************************************************************** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to KIMLEY-HORN, S.DIEGO, CA Buildout Weekday Mon Feb 19, 2001 10:13:31 Page 4-1 Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #2 Cmo de los Coches/Via Calendo/site access ******************************************************************************** Average Delay (sec/veh): 10.3 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L-T-R L-T-R L-T-R L-T-R •II-•I Control: Rights: Lanes: Uncontrolled Include 0 10 0 1 Uncontrolled Include 10 0 10 Stop Sign Include 0 0 1! 0 0 Stop Sign Include 1 0 0 0 1. Volume Module: » Count Date: 30 Jan 2001 « PM Weekday Base Vol: 60 35 30 40 60 35 35 0 50 30 0 25 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 60 35 30 40 60 35 35 0 50 30 0 25 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 60 35 30 40 60 35 35 0 50 30 0 25 Reduct Vol: 000000000000 Final Vol.: 60 35 30 40 60 35 35 0 50 30 0 25 I I I I I I I I Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 xxxx 6.2 7.1 xxxx 6.2 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 xxxx 3.3 3.5 xxxx 3.3 I I I I I I I I Capacity Module: Cnflict Vol: 95 xxxx xxxxx 65 xxxx xxxxx 340 xxxx 78 338 xxxx 35 Potent Cap.: 1512 xxxx xxxxx 1550 xxxx xxxxx 618 xxxx 98 9 620 xxxx 104 4 Move Cap.: 1512 xxxx xxxxx 1550 xxxx xxxxx 573 xxxx 989 559 xxxx 1044 I I I I I I I I Level Of Service Module: Stopped Del: 7.4 xxxx xxxxx 7.4 xxxx xxxxx xxxxx xxxx xxxxx 11.8 xxxx 8.5 LOS by Move: A**A*****B*A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 761 xxxxx xxxx xxxx xxxxx Shrd StpDel: 7.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 10.3 xxxxx xxxxx xxxx xxxxx Shared LOS: ft******B**** ApproachDel: xxxxxx xxxxxx 10.3 10.3 ApproachLOS: * * B B Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to KIMLEY-HORN, S.DIEGO,CA MITIG8 - Buildout Weekday Mon Feb 19, 2001 11:13:53 Page 1-1 Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Stagecoach Pk/La Costa Cyn HS/Cmo del los Coches ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap. (X): 0.133 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 11.6 Optimal Cycle: 60 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L-T-R L-T-R L-T-R L-T-R •II- Control: Rights : Split Phase Include Split Phase Include I Permitted Include Permitted Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 1 0 1 1 0 1 0 1 Volume Module: >> Count Date: 28 Jan 2001 « Base Vol: 30 10 15 20 10 60 80 140 55 25 125 35 Growth Adj: 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 1.00 Ini-;ial Bse : 30 10 15 20 10 60 80 140 55 25 125 35 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 30 10 15 20 10 60 80 140 55 25 125 35 Usei- Adj : 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 1.00 PHF Adj: 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 1.00 PHF Volume: 30 10 15 20 10 60 80 140 55 25 125 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 30 10 15 20 10 60 80 140 55 25 125 35 PCE Adj: 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 1.00 MLF Adj: 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 1.00 m, Final Vol.: 30 10 15 20 10 60 80 140 55 25 125 35 Saturation : Flow Module: - 1 1 -1 1 " — 1 1 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.96 0 . 96 0.85 0.97 0.97 0.85 0.61 1.00 0.85 0. 59 1.00 0.85 Lanes: 0.75 0 .25 1.00 0. 67 0.33 1.00 1.00 1.00 1.00 1. 00 1.00 1.00 Final Sat.: 1374 458 1615 1226 613 1615 1151 1900 1615 1117 1900 1615 0.03 0.02 0.07 0.02 Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.01 0.02 0.02 0.04 0.07 0.07 Crit Moves' **** **** **** Green/Cycle: 0.25 0.25 0.25 0.33 0,33 0.33 0.43 0.43 Volume/Cap: 0.09 0.09 0.04 0.05 0.05 0.11 0.16 0.17 Uniform Del: 17.3 17.3 17.0 13.7 13.7 14.0 10.5 10.5 IncremntDel: 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.1 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 17.3 17.3 17.1 13.7 13.7 14.1 10.6 10.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 17.3 17.3 17.1 13.7 13.7 14.1 10.6 10.6 DesignQueue: 10 0 00 1 23 0.43 0.08 10.1 0.0 1.00 10.1 1.00 10.1 1 0.43 0.43 0.05 0.15 10.0 10.4 0.0 0.1 1.00 1.00 10.0 10.5 1.00 1.00 10.0 10.5 ****** ^ r******************************************************************* 0.43 0.05 10.0 0.0 1.00 10.0 1.00 10.0 1 ***** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to KIMLEY-HORN, S.DIEGO,CA Buildout Weekday Mon Feb 19, 2001 10:13:31 Page 6-1 Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative **************************************************************** Intersection #4 Rancho Santa Fe Rd/Cmo de los Coches **************************************************************** Cycle (sec): 60 Critical Vol./Cap. (X): Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): Optimal Cycle: 60 Level Of Service: **************************************************************** Approach: Movement: North Bound L-T-R South Bound L-T-R East Bound L-T-R **************** **************** 0.435 4.7 A **************** West Bound L-T-R -II-Control: Rights: Protected Include Protected Include Protected Include Protected Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 1 0 1 c 1 3 0 0 0 c 1 0 0 0 2 0 0 0 1 Volume Module: >> Count Date: 28 Jan 2001 « Sunday Peak Base Vol: 0 1300 330 90 1050 0 0 0 0 215 0 65 Growth Adj: 1. 00 1.00 1.00 1. 00 1.00 1.00 1 .00 1.00 1 .00 1.00 1 .00 1 .00 Initial Bse 0 1300 330 90 1050 0 0 0 0 215 0 65 User Adj: 1. 00 1.00 1.00 1. 00 1.00 1.00 1 .00 1.00 1 .00 1.00 1 .00 1 .00 PHF Adj: 1. 00 1.00 1.00 1. 00 1.00 1.00 1 .00 1.00 1 .00 1.00 1 .00 1 .00 PHF Volume: 0 1300 330 90 1050 0 0 0 0 215 0 65 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 0 1300 330 90 1050 0 0 0 0 215 0 65 PCE Adj: 1. 00 1.00 1.00 1. 00 1.00 1.00 1 .00 1.00 1 .00 1.00 1 .00 1 .00 -* MLF Adj: 1. 00 1.00 1.00 1. 00 1.00 1.00 1 .00 1.00 1 .00 1.00 1 .00 1 .00 Final Vol.: 0 1300 330 90 1050 0 0 0 0 215 0 65 mo Saturation Flow ' Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 m -Adjustment: 1. 00 0.88 0.88 0. 95 0.91 1.00 1 .00 1.00 1 .00 0. 92 1 .00 0 .85 ^m Lanes: 0. 00 2.39 0.61 1. 00 3.00 0.00 0 .00 0.00 0 .00 2.00 0 .00 1 .00 Final Sat. : 0 4013 1019 1805 5187 0 0 0 0 3502 0 1615 m Capacity Analysis Module: Vol/Sat: 0. 00 0.32 0.32 0. 05 0.20 0.00 0 .00 0.00 0 .00 0.06 0 .00 0 .04 wm Crit Moves: * * * * * * * * * * * * Green/Cycle : 0. 00 0.74 0.74 0. 11 0.86 0.00 0 .00 0.00 0 .00 0.14 0 .00 0 .26 Volume/Cap: 0. 00 0.44 0.44 0. 44 0.24 0.00 0 .00 0.00 0 .00 0.44 0 .00 0 .16 Uniform Del : 0 .0 2.9 2.9 24 .8 0.7 0.0 0.0 0.0 0.0 23.6 0.0 17.3 IncremntDel : 0 .0 0.1 0.1 1 .5 0.0 0.0 0.0 0.0 0.0 0.6 0.0 0.2 Delay Adj: 0. 00 1.00 1.00 1. 00 1.00 0.00 0 .00 0.00 0 .00 1.00 0 .00 1 .00 Delay/Veh: 0 .0 3.0 3.0 26 1.2 0.8 0.0 0.0 0.0 0.0 24.2 0.0 17.5 User DelAdj : • 1. 00 1.00 1.00 1. 00 1.00 1.00 1 .00 1.00 1 .00 1.00 1 .00 1 .00 AdjDel/Veh: 0 .0 3.0 3.0 26 1.2 0.8 0.0 0.0 0.0 0.0 24.2 0.0 17.5 DesignQueue 0 12 3 3 5 0 0 0 0 6 0 2 ****************** r************************************************************* Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to KIMLEY-HORN, S.DIEGO,CA Existing Sunday Mon Feb 19, 2001 10:15:15 Page 3-1 Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #1 Rancho Santa Fe Rd./La Costa Av. ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap. (X): 0.350 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 11.7 Optimal Cycle:OPTIMIZED Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L-T-R L-T-R L-T-R L-T-R •I-I I-Control: Rights: Protected Include Protected Include Protected Ovl Protected Include • Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 C 1 1 1 0 1 c 1 1 1 0 1 0 1 0 1 1 0 1 1 0 Voliame Module :: » Count Date: 28 Jan 2001 « Base Vol: 135 430 4 38 475 138 140 46 148 9 45 30 Growth Adj: 1.00 1.00 1.00 1. 00 1.00 1.00 1.00 1 .00 1.00 1.00 1, .00 1.00 Initial Bse: 135 430 4 38 475 138 140 46 148 9 45 30 User Adj: 1.00 1.00 1.00 1. 00 1.00 1.00 1.00 1 .00 1.00 1.00 1. .00 1.00 PHF Adj: 1.00 1.00 1.00 1. 00 1.00 1.00 1.00 1 .00 1.00 1.00 1, .00 1.00 PHF Volume: 135 430 4 38 475 138 140 46 148 9 45 30 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 135 430 4 38 475 138 140 46 148 9 45 30 PCE Adj: 1.00 1.00 1.00 1. 00 1.00 1.00 1.00 1 .00 1.00 1.00 1 .00 1.00 MLF Adj: 1.00 1.00 1.00 1. 00 1.00 1.00 1.00 1 .00 1.00 1.00 1 .00 1.00 Final Vol.: 135 430 4 38 475 138 140 46 148 9 45 30 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0. 95 0. 95 0. 95 0.92 0.92 0.95 1 .00 0.85 0. 95 0 .89 0.89 Lanes: 1.00 1.98 0.02 1. 00 1.55 0.45 1.00 1 .00 1.00 1.00 1 .20 0.80 i0 Final Sat. : 1805 3573 33 18 05 2702 785 1805 1900 1615 1805 2036 1357 •m Capacity Analysis Module: Vol/Sat: 0.07 0.12 0.12 0. 02 0.18 0.18 0.08 0 .02 0.09 0.00 0 .02 0.02 mm Crit Moves: * * * * * * * * * *•* **** Green/Cycle: 0.21 0. 61 0.61 0. 11 0.50 0.50 0.22 0 .24 0.45 0.05 0 .06 0.06 Volume/Cap: 0.35 0.20 0.20 0. 20 0.35 0.35 0.35 0 .10 0.20 0.10 0 .35 0.35 Uniform Del: 20.1 5.2 5.2 24 .5 9.0 9.0 19.7 17.9 10.0 27.3 26.9 26.9 IncremntDel: 0.6 0.0 0.0 0 1.5 0.1 0.1 0.5 1 0.1 0.1 0.5 1.0 1.0 Delay Adj: 1.00 1.00 1.00 1. 00 1.00 1.00 1.00 1 .00 1.00 1.00 1 .00 1.00 Delay/Veh: 20. 6 5.3 5.3 25 1.0 9.2 9.2 20.2 18.0 10.1 27.8 27.9 27.9 User DelAdj: 1.00 1.00 1.00 1. 00' 1.00 1.00 1.00 1 .00 1.00 1.00 1 .00 1.00 AdjDel/Veh: 20. 6 5.3 5.3 25 1.0 9.2 9.2 20.2 18.0 10.1 27.8 27. 9 27 . 9 DesignQueue: 4 6 0 1 8 2 4 1 3 0 1 1 ************* ************************************************* ***************** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to KIMLEY-HORN, S.DIEGO,CA Existing Sunday Mon Feb 19, 2001 10:15:15 Page 4-1 Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) *****************************************************»************************** Intersection #2 Cmo de los Coches/Via Calendo/site access ******************************************************************************** Average Delay (sec/veh): 8.8 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L-T-R L-T-R L-T-R L-T-R I II I I I I I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 00101 10100 00000 10001 I I I I I I I I Volume Module: Base Vol: 0 13 18 15 38 0 0 0 0 22 0 16 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 13 18 15 38 0 0 0 0 22 0 16 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 13 18 15 38 0 0 0 0 22 0 16 Reduct Vol: 000000000000 Final Vol.: 0 13 18 15 38 0 0 0 0 22 0 16 I II II II I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 I I I I I I I I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 31 xxxx xxxxx xxxx xxxx xxxxx 81 xxxx 13 Potent Cap.: xxxx xxxx xxxxx 1595 xxxx xxxxx xxxx xxxx xxxxx 926 xxxx 1073 Move Cap.: xxxx xxxx xxxxx 1595 xxxx xxxxx xxxx xxxx xxxxx 920 xxxx 1073 I I I I I I I I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 7.3 xxxx xxxxx xxxxx xxxx xxxxx 9.0 xxxx 8.4 LOS by Move: ***A*****A*ft Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: ************ ApproachDel: xxxxxx xxxxxx xxxxxx 8.8 ApproachLOS: * * * A Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to KIMLEY-HORN, S.DIEGO,CA Existing Sunday Mon Feb 19, 2001 10:15:15 Page 5-1 Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 Stagecoach Pk/La Costa Cyn HS/Cmo del los Coches ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap. (X): 0.049 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 8.2 Optimal Cycle:OPTIMIZED Level Of Service: A ******************************************************************************** Approach: Movement: North Bound L-T-R South Bound L-T-R East Bound L-T-R West Bound L-T-R •I I-Control: Rights: Split Phase Include Split Phase Include Permitted Include Permitted Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 1 0 1 1 0 1 0 1 Volume Module: >> Count Date: 28 Jan 2001 « Base Vol: 7 1 6 9 1 23 10 58 9 3 40 6 Growth Adj: 1.00 1. 00 1. 00 1.00 1 .00 1 .00 1 .00 1.00 1.00 1 .00 1.00 1.00 Initial Bse : 7 1 6 9 1 23 10 58 9 3 40 6 User Adj: 1.00 1. 00 1. 00 1.00 1 .00 1 .00 1 .00 1.00 1.00 1 .00 1.00 1.00 PHF Adj: 1.00 1. 00 1. 00 1.00 1 .00 1 .00 1 .00 1.00 1.00 1 .00 1.00 1.00 PHF Volume: 7 1 6 9 1 23 10 58 9 3 40 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 •mt Reduced Vol : 7 1 6 9 1 23 10 58 9 3 40 6 PCE Adj: 1.00 1. 00 1. 00 1.00 1 .00 1 .00 1 .00 1.00 1.00 1 .00 1.00 1.00 MLF Adj: 1.00 1. 00 1. 00 1.00 1 .00 1 .00 1 .00 1.00 1.00 1 .00 1.00 1.00 Final Vol.: 7 1 6 9 1 23 10 58 9 3 40 6 Saturation 1 Flow Module: 1 1 1 1 "- - 1 1 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 "•1 Adjustment: 0.96 0. 96 0. 85 0.96 0 .96 0 .85 0 .73 1.00 0.85 0 .71 1.00 0.85 Lanes: 0.87 0. 13 1. 00 0.90 0 . 10 1 .00 1 .00 1.00 1.00 1 .00 1.00 1.00 m Final Sat. : 1593 228 1615 1636 182 1615 1378 1900 1615 1341 1900 1615 Capacity Analysis Module: Vol/Sat: 0.00 0. 00 0. 00 0.01 0 .01 0 .01 0 .01 0.03 0.01 0 .00 0.02 0.00 mm Crit Moves: * * * * * * * * **** Green/Cycle : 0.09 0. 09 0. 09 0.29 0 .29 0 .29 0 .62 0.62 0.62 0 .62 0.62 0.62 mm Volume/Cap: 0.05 0. 05 0. 04 0.02 0 .02 0 .05 0 .01 0.05 0.01 0 .00 0.03 0.01 Uniform Del : 25.0 25 .0 25 1.0 15.2 15.2 15.4 4.3 4.4 4.3 4.3 4.4 4.3 mmf IncremntDel : 0.1 0 .1 0 I.l 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1. 00 1. 00 1.00 1 .00 1 .00 1 .00 1.00 1.00 1 .00 1.00 1.00 Delay/Veh: 25.1 25 . 1 25 1.1 15.2 15.2 15.4 4.3 4.5 4.3 4.3 4.4 4.3 User DelAdj : 1.00 1. 00 1. 00 1.00 1 .00 1 .00 1 .00 1.00 1.00 1 .00 1.00 1.00 AdjDel/Veh: 25.1 25 . 1 25 1.1 15.2 15.2 15.4 4.3 4.5 4.3 4.3 4.4 4.3 DesignQueue : 0 0 0 0 0 1 0 1 0 0 1 0 ******************************************************************************* Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to KIMLEY-HORN, S.DIEGO,CA Existing Sunday Mon Feb 19, 2001 10:15:15 Page 6-1 Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Rancho Santa Fe Rd/Cmo de los Coches ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap. (X): 0.192 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 4.5 Optimal Cycle:OPTIMIZED Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L-T-R L-T-R L-T-R L-T-R •1 •I •II- Control: Rights: Protected Include Protected Include Protected Include Protected Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1 2 1 0 1 0 3 0 0 0 1 0 0 0 0 2 0 0 0 1 Volume Module : » Count Date: 28 Jan 2001 << Sunday Peak Base Vol: 0 573 126 37 541 0 0 0 0 114 0 44 Growth Adj: 1 .00 1.00 1.00 1. 00 1.00 1 .00 1. 00 1. ,00 1. ,00 1.00 1. ,00 1. ,00 Initial Bse: 0 573 126 37 541 0 0 0 0 114 0 44 User Adj: 1 .00 1.00 1.00 1. 00 1.00 1 .00 1. 00 1, ,00 1, .00 1.00 1. ,00 1. .00 PHF Adj: 1 .00 1.00 1.00 1. 00 1.00 1 .00 1. 00 1, ,00 1. ,00 1.00 1. ,00 1. .00 PHF Volume: 0 573 126 37 541 0 0 0 0 114 0 44 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 573 126 37 541 0 0 0 0 114 0 44 PCE Adj: 1 .00 1.00 1.00 1. 00 1.00 1 .00 1. 00 1, .00 1 .00 1.00 1, .00 1 .00 MLF Adj: 1 .00 1.00 1.00 1. 00 1.00 1 .00 1. 00 1, .00 1, .00 1.00 1, .00 1 .00 Final Vol.: 0 573 126 37 541 0 0 0 0 114 0 44 •II-•II-I-•I Saturation Flow Module: Sat/Lane: Adjustment: Lanes: Final Sat. : 1900 1900 1.00 0.89 0.00 2.46 0 4137 1900 1900 1900 1900 1900 1900 1900 0.89 0.95 0.91 1.00 1.00 1.00 1.00 0.54 1.00 3.00 0.00 0.00 0.00 0.00 910 1805 5187 0 0 0 0 1900 1900 1900 0.92 1.00 0.85 2.00 0.00 1.00 3502 0 1615 •II-•I •II- Capacity Analysis Module: Vol/Sat: Crit Moves: Green/Cycle: Volume/Cap: Uniform Del: IncremntDel: Delay Adj: Delay/Veh: User DelAdj: AdjDel/Veh: DesignQueue: 0.00 0.14 * * * * 0.00 0.72 0.00 0.19 0.14 0.02 0.10 0.00 0.00 0.00 0.00 0.0 0.0 0.00 0.0 1.00 0.0 0 **************** 2.7 0.0 1.00 2.7 1.00 2.7 5 0.72 0.19 2.7 0.0 1.00 2.7 1.00 2.7 1 0.11 0.83 0.19 0.13 24.4 0.5 1.0 0.0 1.00 1.00 24.9 1.0 1.00 1.00 24.9 1.0 0.00 0.00 0.0 0.0 0.00 0.0 1.00 0.0 0 0.00 0.00 0.00 0.00 0.0 0.0 0.0 0.0 0.00 0.00 0.0 0.0 1.00 1.00 0.0 0.0 0 0 0.00 0.00 0.0 0.0 0.00 0.0 1.00 0.0 0 0.03 0.00 * * * * 0.17 0.00 0.19 0.00 21.4 0.2 0.0 0.0 1.00 0.00 21.5 0.0 ********************************************< 1.00 1.00 21.5 0.0 3 0 1 t**************** 0.03 0.28 0.10 16.1 0.1 1.00 16.2 1.00 16.2 Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to KIMLEY-HORN, S.DIEGO,CA Near Term Sunday Mon Feb 19, 2001 10:16:04 Page 1-1 Scenario: Command: Volume: Geometry: Impact Fee: Trip Generation: Trip Distribution: Paths: Routes: Configuration: Scenario Report Near Term Sunday Default Command Default Volume Default Geometry Default Impact Fee Default Trip Generation Default Trip Distribution Default Paths Default Routes Default Configuration Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to KIMLEY-HORN, S.DIEGO,CA Near Term Sunday Mon Feb 19, 2001 10:16:05 Page 3-1 Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #1 Rancho Santa Fe Rd./La Costa Av. ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap. (X): Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): Optimal Cycle: 60 Level Of Service: *************************************************************** Approach: Movement: North Bound L-T-R Control: Rights: Min. Green: Lanes: Protected Include 0 0 0 0 110 South Bound L-T-R -I I 1 Protected Include 0 0 0 10 110 East Bound L-T-R 0.350 11.7 B ***************** West Bound L-T-R •I Protected Ovl 0 0 0 10 10 1 Protected Include 0 0 0 10 110 I- Volume Module: Base Vol: Growth Adj: 1 Initial Bse: User Adj: 1 PHF Adj: 1 PHF Volume: Reduct Vol: Reduced Vol: PCE Adj: 1 MLF Adj: 1 Final Vol.: •I •II- >> Count Date: 28 Jan 2001 « 135 430 4 38 475 138 .00 1.00 1.00 1.00 1.00 1.00 135 430 4 38 475 138 .00 1.00 1.00 1.00 1.00 1.00 .00 1.00 1.00 1.00 1.00 1.00 135 430 4 38 475 138 0 0 0 0 0 0 135 430 4 38 475 138 .00 1.00 1.00 1.00 1.00 1.00 .00 1.00 1.00 1.00 1.00 1.00 135 430 4 38 475 138 I I I 140 46 148 1.00 1.00 1.00 140 46 148 1.00 1.00 1.00 1.00 1.00 1.00 140 46 148 0 0 0 140 46 148 1.00 1.00 1.00 1.00 1.00 1.00 140 46 148 9 45 30 1.00 1.00 1.00 9 45 30 1.00 1.00 1.00 1.00 1.00 1.00 9 45 30 0 0 0 9 45 30 1.00 1.00 1.00 1.00 1.00 1.00 9 45 30 •I I- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0. 95 0.95 0.95 0.95 0. 92 0. 92 0.95 1.00 0.85 0. 95 0.89 0.89 Lanes: 1.00 1. 98 0.02 1.00 1.55 0.45 1.00 1.00 1.00 1.00 1.20 0.80 Final Sat.: 1805 3573 33 1805 2702 785 1805 1900 1615 1805 2036 1357 Capacity Analysis Module: Vol/Sat: 0.07 0.12 0.12 0.02 0.18 0.18 0.08 0.02 0.09 0.00 0.02 0.02 mm Crit Moves: * * + * **** * * * * * * * * Green/Cycle: 0.21 0. 61 0. 61 0.11 0.50 0.50 0.22 0.24 0.45 0.05 0.06 0.06 Volume/Cap: 0.35 0.20 0.20 0.20 0.35 0.35 0.35 0.10 0.20 0.10 0.35 0.35 Uniform Del: 20.1 5.2 5.2 24.5 9.0 9.0 19.7 17. 9 10.0 27.3 26.9 26.9 IncremntDel: 0.6 0.0 0.0 0.5 0.1 0.1 0.5 0.1 0.1 0.5 1.0 1.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 20. 6 5.3 5.3 25.0 9.2 9.2 20.2 18.0 10.1 27.8 27.9 27.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 20.6 5.3 5.3 25.0 9.2 9.2 20.2 18.0 10.1 27.8 27.9 27.9 DesignQueue: 4 6 0 1 8 2 4 1 3 0 1 1 ************************ ******************************************************** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to KIMLEY-HORN, S.DIEGO,CA Near Term Sunday Mon Feb 19, 2001 10:16:05 Page 4-1 Level Of Service Computa 1997 HCM Unsignalized Method (Base ********************************************** Intersection #2 Cmo de los Coches/Via Calendo/ ********************************************** Average Delay (sec/veh): 8.8 Wo ********************************************* Approach: North Bound South Bound Movement: L-T-R L-T-R I I I tion Report Volume Alternative) ********************************** site access ********************************* rst Case Level Of Service; A ********************************** East Bound L-T-R West Bound L-T-R Control: Rights: Lanes: Uncontrolled Include 0 0 10 1 Uncontrolled Include 10 10 0 Stop Sign Include 0 0 0 0 0 Stop Sign Include 1 0 0 0 1 I- Volume Module: Base Vol: Growth Adj: 1, Initial Bse: User Adj: 1. PHF Adj: 1, PHF Volume: Reduct Vol: Final Vol.: !!• •II- 0 13 18 15 38 0 0 0 0 22 0 16 00 1, ,00 1, .00 1. ,00 1. ,00 1, ,00 1, ,00 1. ,00 1. ,00 1, .00 1. ,00 1. ,00 0 13 18 15 38 0 0 0 0 22 0 16 00 1. , 00 1. ,00 1, .00 1, .00 1, .00 1. ,00 1, ,00 1. ,00 1 .00 1. .00 1. ,00 00 1. ,00 1, ,00 1, .00 1. .00 1. ,00 1, ,00 1, ,00 1, ,00 1 .00 1, .00 1. ,00 0 13 18 15 38 0 0 0 0 22 0 16 0 0 0 0 0 0 0 0 0 0 0 0 0 13 18 15 38 0 0 0 0 22 0 16 1 — Critical Gap Modul Critical Gp:xxxxx Fo11owUpT im:xxxxx •II-•I !• •II- e: xxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 3.5 xxxx 6.2 3.3 I Capacity Module: Cnflict Vol: xxxx Potent Cap.: xxxx Move Cap.: xxxx •M-•I •I •I xxxx xxxxx xxxx xxxxx xxxx xxxxx 31 xxxx xxxxx 1595 xxxx xxxxx 1595 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 81 xxxx 13 926 xxxx 1073 920 xxxx 1073 •II- Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx LOS by Move: * * * Movement: LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx Shared LOS: * * * ApproachDel: xxxxxx ApproachLOS: * 7.3 xxxx xxxxx A * * LT - LTR - RT xxxx xxxx xxxxx xxxxx xxxx xxxxx * * * xxxxxx xxxxx xxxx xxxxx 9.0 xxxx 8 . 4 * * * A * A LT - LTR - RT LT - LTR - RT xxxx xxxx xxxxx xxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx * * * * * * xxxxxx 8.8 * A Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to KIMLEY-HORN, S.DIEGO,CA Near Term Sunday Mon Feb 19, 2001 10:16:05 Page 5-1 Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 Stagecoach Pk/La Costa Cyn HS/Cmo del los Coches ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap. (X): 0.049 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 8.2 Optimal Cycle: 60 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L-T-R L-T-R L-T-R L-T-R Control: Rights: Split Phase Include Split Phase Include •I •I Permitted Include Permitted Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 1 0 1 1 0 1 0 1 Volume Module: >> Count Date: 28 Jan 2001 « Base Vol: 7 1 6 9 1 23 10 58 9 3 40 6 Growth Adj: 1.00 1. 00 1. 00 1.00 1 .00 1 .00 1 .00 1 .00 1 .00 1.00 1.00 1.00 Initial Bse : 7 1 6 9 1 23 10 58 9 3 40 6 User Adj: 1.00 1. 00 1. 00 1.00 1 .00 1 .00 1 .00 1 .00 1 .00 1.00 1.00 1.00 PHF Adj: 1.00 1. 00 1. 00 1.00 1 .00 1 .00 1 .00 1 .00 1 .00 1.00 1.00 1.00 PHF Volume: 7 1 6 9 1 23 10 58 9 3 40 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ..... Reduced Vol : 7 1 6 9 1 23 10 58 9 3 40 6 PCE Adj: 1.00 1. 00 1. 00 1.00 1 .00 1 .00 1 .00 1 .00 1 .00 1.00 1.00 1.00 MLF Adj: 1.00 1. 00 1. 00 1.00 1 .00 1 .00 1 .00 1 .00 1 .00 1.00 1.00 1.00 Final Vol.: 7 1 6 9 1 23 10 58 9 3 40 6 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 'mm Adjustment: 0. 96 0. 96 0. 85 0.96 0 .96 0 .85 0 .73 1 .00 0 .85 0.71 1.00 0.85 Lanes: 0.87 0. 13 1. 00 0.90 0 .10 1 .00 1 .00 1 .00 1 .00 1.00 1.00 1.00 •m Final Sat.: 1593 228 1615 1636 182 1615 1378 1900 1615 1341 1900 1615 mm Capacity Analysis Module: Vol/Sat: 0.00 0. 00 0. 00 0.01 0 .01 0 .01 0 .01 0 .03 0 .01 0.00 0.02 0.00 mt Crit Moves: * * * * * * * * * * * * Green/Cycle : 0.09 0. 09 0. 09 0.29 0 .29 0 .29 0 .62 0 .62 0 .62 0.62 0.62 0.62 mm Volume/Cap: 0.05 0. 05 0. 04 0.02 0 .02 0 .05 0 .01 0 .05 0 .01 0.00 0.03 0.01 Uniform Del : 25.0 25 .0 25 1.0 15.2 15.2 15.4 4.3 4.4 4.3 4.3 4.4 4.3 IncremntDel : 0.1 0 .1 0 1.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1. 00 1. 00 1.00 1 .00 1 .00 1 .00 1 .00 1 .00 1.00 1.00 1.00 Delay/Veh: 25.1 25 1.1 25 1.1 15.2 15.2 15.4 4.3 4.5 4.3 4.3 4.4 4.3 User DelAdj : 1.00 1. 00 1. 00 1.00 1 .00 1 .00 1 .00 1 .00 1 .00 1.00 1.00 1.00 AdjDel/Veh: 25.1 25 1.1 25 i.l 15.2 15.2 15. 4 4.3 4.5 4.3 4.3 4 . 4 4.3 mm DesignQueue : 0 0 0 0 0 1 0 1 0 0 1 0 ******************************************************************************** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to KIMLEY-HORN, S.DIEGO,CA Near Term Sunday Mon Feb 19, 2001 10:16:05 Page 6-1 Level Of Service Confutation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Rancho Santa Fe Rd/Cmo de los Coches ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap. (X): 0.192 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 4.5 Optimal Cycle: 60 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L-T-R L-T-R L-T-R L-T-R I-•I I-Control: Rights: Protected Include Protected Include Protected Include Protected Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 1 0 1 0 3 0 0 1 0 0 0 0 0 2 0 0 0 1 — Volume Module: >> Count Date: 28 Jan 2001 « Sunday Peak Base Vol: 0 573 126 37 541 0 0 0 0 114 0 44 Growth Adj: 1.00 1.00 1.00 1. 00 1.00 1.00 1 .00 1 .00 1 .00 1.00 1.00 1. .00 Initial Bse : 0 573 126 37 541 0 0 0 0 114 0 44 User Adj: 1.00 1.00 1.00 1. 00 1.00 1.00 1 .00 1 .00 1 .00 1.00 1.00 1 .00 PHF Adj: 1.00 1.00 1.00 1. 00 1.00 1.00 1 .00 1 .00 1 .00 1.00 1.00 1 .00 PHF Volume: 0 573 126 37 541 0 0 0 0 114 0 44 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 mm Reduced Vol : 0 573 126 37 541 0 0 0 0 114 0 44 PCE Adj: 1.00 1.00 1.00 1. 00 1.00 1.00 1 .00 1 .00 1 .00 1.00 1.00 1 .00 »« MLF Adj: 1.00 1.00 1.00 1. 00 1.00 1.00 1 .00 1 .00 1 .00 1.00 1.00 1 .00 Final Vol.: 0 573 126 37 541 0 0 0 0 114 0 44 mm Saturation 1 Flow Module: - 1 1 1 1 - 1 1 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 an Adjustment: 1.00 0.89 0.89 0. 95 0. 91 1.00 1 .00 1 .00 1 .00 0.92 1.00 0 .85 Lanes: 0.00 2.46 0.54 1. 00 3.00 0.00 0 .00 0 .00 0 .00 2.00 0.00 1 .00 Final Sat.: 0 4137 910 1805 5187 0 0 0 0 3502 0 1615 mm Capacity Analysis Module: Vol/Sat: 0.00 0.14 0.14 0. 02 0.10 0.00 0 .00 0 .00 0 .00 0.03 0.00 0 .03 wm Crit Moves: * * * * * * * * * * * * Green/Cycle : 0.00 0.72 0.72 0. 11 0.83 0.00 0 .00 0 .00 0 .00 0.17 0.00 0 .28 mm Voliame/Cap: 0.00 0.19 0.19 0. 19 0.13 0.00 0 .00 0 .00 0 .00 0.19 0.00 0 .10 Uniform Del : 0.0 2.7 2.7 24 .4 1.0 0.0 0.0 0.0 0.0 21.4 0.0 16.1 um IncremntDel : 0.0 0.0 0.0 0 1.5 0.0 0.0 0.0 0.0 0.0 0.2 0.0 1 0.1 Delay Adj: 0.00 1.00 1.00 1. 00 1.00 0.00 0 .00 0 .00 0 .00 1.00 0.00 1 .00 Delay/Veh: 0.0 2.7 2.7 24 .9 1.0 0.0 0.0 0.0 0.0 21.5 0.0 16.2 User DelAdj : 1.00 1.00 1.00 1. 00 1.00 1.00 1 .00 1 .00 1 .00 1.00 1.00 1 .00 AdjDel/Veh: 0.0 2.7 2.7 24 .9 1.0 0.0 0.0 0.0 0.0 21.5 0.0 16.2 DesignQueue : 0 5 1 1 3 0 0 0 0 3 0 1 ************************ ******************************************************** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to KIMLEY-HORN, S.DIEGO,CA Near Term Sunday + Proj Mon Feb 19, 2001 10:16:54 Page 3-1 Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #1 Rancho Santa Fe Rd./La Costa Av. ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap. (X): 0.378 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 12.6 Optimal Cycle: 60 Level Of Service: B ******************************************************************************** South Bound L-T-R Approach: Movement: North Bound L-T-R East Bound L-T-R West Bound L-T-R •II- Control: Rights: Protected Include Protected Include Protected Ovl Protected Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 0 1 1 0 1 1 0 Volume Module : >> Count Date: 28 Jan 2001 << Base Vol: 140 450 5 49 500 145 145 76 150 10 76 44 •^ Growth Adj: 1.00 1.00 1. .00 1. 00 1.00 1.00 1.00 1. .00 1.00 1. 00 1, ,00 1, ,00 Initial Bse: 140 450 5 49 500 145 145 76 150 10 76 44 .-mm User Adj: 1.00 1.00 1, ,00 1. 00 1.00 1. 00 1.00 1. ,00 1.00 1. 00 1. ,00 1. ,00 PHF Adj: 1.00 1.00 1, ,00 1. 00 1.00 1.00 1.00 1. ,00 1.00 1. 00 1. ,00 1. ,00 PHF Volume: 140 450 5 49 500 145 145 76 150 10 76 44 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 140 450 5 49 500 145 145 76 150 10 76 44 PCE Adj: 1.00 1.00 1, .00 1. 00 1.00 1.00 1.00 1, .00 1.00 1. 00 1, .00 1, .00 MLF Adj: 1.00 1.00 1, .00 1. 00 1.00 1.00 1.00 1, .00 1.00 1. 00 1. .00 1. .00 Final Vol.: 140 450 5 49 500 145 145 76 150 10 76 44 1 11. Saturation Flow Module: Sat/Lane: 1900 1900 1900 Adjustment: 0.95 0.95 0.95 Lanes: 1.00 1.98 0.02 Final Sat.: 1805 3563 40 •II-I 1900 1900 1900 1900 1900 1900 1900 1900 1900 0.95 0.92 0.92 0.95 1.00 0.85 0.95 0.90 0.90 1.00 1.55 0.45 1.00 1.00 1.00 1.00 1.27 0.73 1805 2703 784 1805 1900 1615 1805 2161 1251 •II-I-•I •I Capacity Analysis Module: Vol/Sat: Crit Moves: Green/Cycle: Volume/Cap: Uniform Del: IncremntDel: Delay Adj: Delay/Veh: User DelAdj: AdjDel/Veh: 0.08 0.13 0.13 0.03 0.18 0.18 0.08 0.04 0.09 0.01 0.04 0.04 **** **** **** 0.21 0.57 0.38 0.22 20.5 0.6 6.3 0.1 1.00 1.00 21.2 6.4 1.00 1.00 21.2 6.4 DesignQueue: 4 7 0 ***************************** 0.57 0.22 6.3 0.1 1.00 6.4 1.00 6.4 0.12 0.22 23.7 0.5 1.00 24.2 1.00 24 . 2 1 0.49 0.38 9.6 0.1 1.00 9.7 1.00 9.7 9 0.49 0.38 9.6 0.1 1.00 9.7 1.00 9.7 3 0.21 0.27 0.38 0.15 20.2 16.7 0.6 1.00 0.1 1.00 20.9 16.9 1.00 1.00 20. 9 4 16.9 2 0.47 0.20 9.2 0.1 1.00 9.3 1.00 9.3 3 0.04 0.09 0.15 0.38 28.0 25.6 1.0 0.8 1.00 1.00 29.0 26.3 1.00 1.00 29.0 26.3 0 2 0.09 0.38 25. 6 0.8 1.00 26.3 1.00 26.3 1 r***************************^ r*************** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to KIMLEY-HORN, S.DIEGO,CA Near Term Sunday + Proj Mon Feb 19, 2001 10:16:54 Page 4-1 Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternati *************************************************************** Intersection #2 Cmo de los Coches/Via Calendo/site access *************************************************************** Average Delay (sec/veh): 9.7 Worst Case Level Of *************************************************************** Approach: Movement: North Bound L-T-R South Bound L-T-R East Bound L-T-R ve) ***************** ***************** Service: A ***************** West Bound L-T-R Control: Rights: Lanes: Uncontrolled Include 0 10 0 1 Uncontrolled Include 10 0 10 Stop Sign Include 0 0 1! 0 0 Stop Sign Include 1 0 0 0 1 -11- Volume Module: Base Vol: 50 15 20 20 40 35 35 0 50 25 0 20 Growth Adj: 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse: 50 15 20 20 40 35 35 0 50 25 0 20 User Adj: 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj: 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Volume: 50 15 20 20 40 35 35 0 50 25 0 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 50 15 20 20 40 35 35 0 50 25 0 20 1 Critical Gap Module: Critical Gp: 4.1 xxxx FollowUpTim: 2.2 xxxx M-•II- xxxxx xxxxx 4.1 xxxx xxxxx 2.2 xxxx xxxxx 7.1 xxxx 3.5 xxxx 6.2 3.3 7.1 xxxx 3.5 xxxx I I j. Capacity Module: Cnflict Vol: 75 xxxx xxxxx Potent Cap.: 1537 xxxx xxxxx Move Cap.: 1537 xxxx xxxxx •II-•II- 35 xxxx xxxxx 158 9 xxxx xxxxx 1589 xxxx xxxxx 233 xxxx 58 727 xxxx 1014 688 xxxx 1014 6.2 3.3 238 xxxx 15 721 xxxx 1070 662 xxxx 1070 Level Of Service Module: Stopped Del: 7.3 xxxx xxxxx A •* * LT - LTR - RT xxxx xxxx xxxxx LOS by Move: Movement: Shared Cap.: Shrd StpDel: Shared LOS: ApproachDel: ApproachLOS: 7.3 xxxx xxxxx xxxxx xxxx xxxxx A * * * * * LT - LTR - RT LT - xxxx xxxx xxxxx xxxx 7.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx Pi * * * * * * xxxxxx xxxxxx LTR 849 9.7 A 9.7 A - RT xxxxx 10.7 xxxx 8.4 B * A LT - LTR - RT xxxx xxxx xxxxx xxxxx xxxxx xxxx xxxxx * * * * 9.7 A Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to KIMLEY-HORN, S.DIEGO,CA MITIG8 - Near Term Sunday +Mon Feb 19, 2001 11:25:54 Page 1-1 Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Stagecoach Pk/La Costa Cyn HS/Cmo del los Coches *******************************************************«************************ Cycle (sec): 60 Critical Vol./Cap. (X): 0.082 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 8.4 Optimal Cycle: 60 Level Of Service: A ******************************************************************************** Approach: Movement: North Bound L-T-R South Bound L-T-R East Bound L-T-R West Bound L-T-R Control: Rights: Split Phase Include Split Phase Include Permitted Include Permitted Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 1 0 1 1 0 1 0 1 •- Volume Module: » Count Date: 28 Jan 2001 « Base Vol: 10 5 10 10 5 25 15 110 10 5 95 10 •••> Growth Adj: 1. 00 1 .00 1.00 1.00 1.00 1.00 1. 00 1.00 1.00 1. 00 1. ,00 1.00 Initial Bse 10 5 10 10 5 25 15 110 10 5 95 10 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol 0 0 0 0 0 0 0 0 0 0 0 0 •«lf Initial Fut 10 5 10 10 5 25 15 110 10 5 95 10 User Adj: 1. 00 1 .00 1.00 1.00 1.00 1.00 1. 00 1.00 1.00 1. 00 1. ,00 1.00 mt PHF Adj: 1. 00 1 .00 1.00 1.00 1.00 1.00 1. 00 1.00 1.00 1. 00 1. .00 1.00 PHF Volume: 10 5 10 10 5 25 15 110 10 5 95 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 10 5 10 10 5 25 15 110 10 5 95 10 PCE Adj: 1. 00 1 .00 1.00 1.00 1.00 1.00 1. 00 1.00 1.00 1. 00 1, .00 1.00 MLF Adj: 1. 00 1 .00 1.00 1.00 1.00 1.00 1. 00 1.00 1.00 1. 00 1, .00 1.00 • Final Vol.: 10 5 10 10 5 25 15 110 10 5 95 10 Saturation : Flow Module: mm Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0. 97 0 .97 0.85 0. 97 0.97 0.85 0. 66 1.00 0.85 0. 65 1, .00 0.85 Lanes: 0. 67 0 .33 1.00 0.67 0.33 1.00 1. 00 1.00 1.00 1. 00 1 .00 1.00 Final Sat. : 1226 613 1615 1226 613 1615 1262 1900 1615 1233 1900 1615 ^m Capacity Analysis Module: Vol/Sat: 0. 01 0 .01 0.01 0.01 0.01 0.02 0. 01 0.06 0.01 0. 00 0 .05 0.01 Crit Moves: Green/Cycle: 0.14 0.14 Volume/Cap: Uniform Del IncremntDel Delay Adj: Delay/Veh: User DelAdj AdjDel/Veh: 0.14 0.06 0.06 0.04 22.4 22.4 22.3 0.1 0.1 0.1 1.00 1.00 1.00 22.5 22.5 22.4 1.00 1.00 1.00 22.5 22.5 22.4 DesignQueue: 0 0 0 **************************** 0.29 0.29 0.29 0.57 0.57 0.57 0.57 0.57 0.57 0.03 0.03 0.05 0.02 0.10 0.01 0.01 0.09 0.01 5.6 5.9 0.0 0.0 1.00 1.00 5.6 5.9 15.2 0.0 15.2 0.0 1.00 1.00 15.3 15.3 1.00 1.00 15.4 0.0 1.00 15.4 1.00 15.3 15.3 15.4 1.00 1.00 5.6 5.9 5.6 0.0 1.00 5.6 1.00 5.6 0.0 1.00 5.6 1.00 5.8 0.0 1.00 5.9 1.00 5.6 5.6 5.9 5.6 0.0 1.00 5.6 1.00 5.6 00102001 0 **************************************************** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to KIMLEY-HORN, S.DIEGO,CA Near Term Sunday + Proj Mon Feb 19, 2001 10:16:54 Page 6-1 Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Rancho Santa Fe Rd/Cmo de los Coches ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap. (X): 0.227 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 5.4 Optimal Cycle: 60 Level Of Service: A ******************************************************************************** Approach: Movement: North Bound L-T-R South Bound L-T-R East Bound L-T-R West Bound L-T-R Control: Rights: Protected Include Protected Include -I I-Protected Include Protected Ovl •Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 C 1 2 1 0 1 0 1 3 0 0 0 0 0 0 0 2 0 0 0 1 Volume Module: >> Count Date: 28 Jan 2001 « Sunday Peak Base Vol: 0 600 180 40 560 0 0 0 0 170 0 45 Growth Adj: 1.00 1.00 1.00 1. 00 1.00 1.00 1 .00 1 .00 1 .00 1.00 1 .00 1.00 Initial Bse 0 600 180 40 560 0 0 0 0 170 0 45 User Adj: 1.00 1.00 1.00 1. 00 1.00 1.00 1 .00 1 .00 1 .00 1.00 1 .00 1.00 PHF Adj: 1.00 1.00 1.00 1. 00 1.00 1.00 1 .00 1 .00 1 .00 1.00 1 .00 1.00 PHF Volume: 0 600 180 40 560 0 0 0 0 170 0 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 0 600 180 40 560 0 0 0 0 170 0 45 PCE Adj: 1.00 1.00 1.00 1. 00 1.00 1.00 1 .00 1 .00 1 .00 1.00 1 .00 1.00 MLF Adj: 1.00 1.00 1.00 1. 00 1.00 1.00 1 .00 1 .00 1 .00 1.00 1 .00 1.00 Final Vol.: 0 600 180 40 560 0 0 0 0 170 0 45 •-Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.88 0.88 0. 95 0. 91 1.00 1 .00 1 .00 1 .00 0.92 1 .00 0.85 Lanes: 0.00 2.31 0. 69 1. 00 3.00 0.00 0 .00 0 .00 0 .00 2.00 0 .00 1.00 — Final Sat. : 0 3850 1155 1805 5187 0 0 0 0 3502 0 1615 Capacity Analysis Module: Vol/Sat: 0.00 0.16 0.16 0. 02 0.11 0.00 0 .00 0 .00 0 .00 0.05 0 .00 0.03 Crit Moves: * * * * * * * * **** Green/Cycle : 0.00 0. 69 0.69 0. 10 0.79 0.00 0 .00 0 .00 0 .00 0.21 0 .00 0.31 Volume/Cap: 0.00 0.23 0.23 0. 23 0.14 0.00 0 .00 0 .00 0 .00 0.23 0 .00 0.09 Uniform Del : 0.0 3.5 3.5 25 1.0 1.5 0.0 0.0 0.0 0.0 19.5 0.0 14.6 IncremntDel : 0.0 0.0 0.0 0 1.7 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.1 Delay Adj: 0.00 1.00 1.00 1. 00 1.00 0.00 0 .00 0 .00 0 .00 1.00 0 .00 1.00 Delay/Veh: 0.0 3.5 3.5 25 1.6 1.6 0.0 0.0 0.0 0.0 19.6 0.0 14.7 User DelAdj : 1.00 1.00 1.00 1. 00 1.00 1.00 1 .00 1 .00 1 .00 1.00 1 .00 1.00 AdjDel/Veh: 0.0 3.5 3.5 25 ..6 1.6 0.0 0.0 0.0 0.0 19. 6 0.0 14.7 DesignQueue: 0 6 2 **************************** 14 000 0 50 1 **************************************************** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to KIMLEY-HORN, S.DIEGO,CA Buildout Sunday Mon Feb 19, 2001 10:17:50 Page 3-1 Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #1 Rancho Santa Fe Rd./La Costa Av. ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap. (X): 0.456 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 13.1 Optimal Cycle: 60 Level Of Service: B ******************************************************************************** Approach: Movement: North Bound L-T-R South Bound L - T - P East Bound L-T-R West Bound L-T-R •II-•I I- Control: Rights: Protected Include Protected Include Protected Ovl Protected Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 0 1 1 0 1 1 0 — Volume Module : >> Count Date: 28 Jan 2001 « Base Vol: 170 540 10 60 600 175 175 90 180 15 90 55 Growth Adj: 1.00 1.00 1. ,00 1.00 1.00 1.00 1.00 1. ,00 1.00 1.00 1. ,00 1. ,00 Initial Bse: 170 540 10 60 600 175 175 90 180 15 90 55 •'^ User Adj: 1.00 1.00 1. ,00 1.00 1.00 1.00 1.00 1, ,00 1.00 1.00 1. ,00 1. ,00 PHF Adj: 1.00 1.00 1. .00 1.00 1.00 1.00 1.00 1, ,00 1.00 1.00 1. .00 1. ,00 PHF Volume: 170 540 10 60 600 175 175 90 180 15 90 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 170 540 10 60 600 175 175 90 180 15 90 55 PCE Adj: 1.00 1.00 1, ,00 1.00 1.00 1.00 1.00 1. .00 1.00 1.00 1 .00 1 .00 MLF Adj: 1.00 1.00 1. .00 1.00 1.00 1.00 1.00 1, .00 1.00 1.00 1, .00 1. .00 Final Vol.: 170 540 10 60 600 175 175 90 180 15 90 55 •II-•I •I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.95 0.95 0.92 0.92 0.95 1.00 0.85 Lanes: 1.00 1.96 0.04 1.00 1.55 0.45 1.00 1.00 1.00 Final Sat.: 1805 3534 65 1805 2700 787 1805 1900 1615 1900 1900 1900 0.95 0.90 0.90 1.00 1.24 0.76 1805 2113 1291 •I I-Capacity Analysis Module: Vol/Sat: 0.09 0.15 0.15 0.03 0.22 0.22 0.10 0.05 0.11 0.01 0.04 0.04 Crit Moves: * * * * * * * * * * * • **** Green/Cycle: 0.21 0.57 0.57 0.12 0.49 0.49 0.21 0.26 0.47 0.05 0.09 0.09 •no Volume/Cap: 0.46 0.27 0.27 0.27 0.46 0.46 0.46 0.18 0.24 0.18 0.46 0.46 Uniform Del: 20. 9 6.5 6.5 23.8 10.1 10.1 20.6 17.2 9.6 27.6 25.8 25.8 IncremntDel: 0.9 0.1 0.1 0.6 0.2 0.2 0.9 0.2 0.2 1.1 1.0 1.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 21.7 6.6 6.6 24.5 10.3 10.3 21.5 17.4 9.8 28. 6 26.8 26.8 mm User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 21.7 6.6 6.6 24.5 10.3 10.3 21.5 17.4 9.8 28.6 26.8 26.8 mm DesignQueue: 5 8 0 2 11 3 5 2 3 0 3 2 ******************************************************************************** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to KIMLEY-HORN, S.DIEGO,CA Buildout Sunday Mon Feb 19, 2001 10:17:50 Page 4-1 Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #2 Cmo de los Coches/Via Calendo/site access ************* Average Delay ************* Approach: Movement: ******************************************************************* (sec/veh): 9.9 Worst Case Level Of Service: A ******************************************************************* North Bound L-T-R South Bound L-T-R East Bound L-T-R West Bound L-T-R •I I-Control; Rights: Lanes: Uncontrolled Include 0 10 0 1 Uncontrolled Include 10 0 10 Stop Sign Include 0 0 1! 0 0 Stop Sign Include 1 0 0 0 1 1- Volume Module Base Vol: Growth Adj: Initial Bse: User Adj: PHF Adj: PHF Volume: Reduct Vol: Final Vol.: •I I- 50 20 25 25 50 35 35 0 50 25 0 25 1. ,00 1. ,00 1. .00 1, ,00 1, ,00 1, ,00 1. ,00 1. ,00 1, ,00 1. .00 1. ,00 1, .00 50 20 25 25 50 35 35 0 50 25 0 25 1. .00 1, .00 1, .00 1, .00 1. .00 1. .00 1. .00 1, ,00 1. .00 1, .00 1. .00 1, .00 1, .00 1. .00 1, .00 1, .00 1, ,00 1, .00 1, .00 1. ,00 1, .00 1. .00 1, .00 1, .00 50 20 25 25 50 35 35 0 50 25 0 25 0 0 0 0 0 0 0 0 0 0 0 0 50 20 25 25 50 35 35 0 50 25 0 25 Critical Gap Critical Gp: FollowUpTim: Module: 4.1 xxxx xxxxx 2.2 xxxx xxxxx 4.1 xxxx xxxxx 2.2 xxxx xxxxx 7.1 xxxx 3.5 xxxx 6.2 3.3 7.1 xxxx 3.5 xxxx 6.2 3.3 Capacity Module: Cnflict Vol: 85 xxxx xxxxx Potent Cap.: 1524 xxxx xxxxx Move Cap.: 1524 xxxx xxxxx 45 xxxx xxxxx 1576 xxxx xxxxx 1576 xxxx xxxxx 263 xxxx 68 263 xxxx 20 694 xxxx 1002 694 xxxx 1064 653 xxxx 1002 635 xxxx 1064 •I Level Of Service Module: Stopped Del: LOS by Move: Movement: Shared Cap.: Shrd StpDel: Shared LOS: ApproachDel: ApproachLOS: 7 . 4 xxxx xxxxx A * •* LT - LTR - RT xxxx xxxx xxxxx 7.4 xxxx xxxxx A * * xxxxxx 7.3 xxxx xxxxx xxxxx xxxx xxxxx ^ * * * * * LT - LTR - RT LT xxxx xxxx xxxxx xxxx xxxxx xxxx xxxxx xxxxx 10.9 xxxx 8.5 * * B * A LTR - RT LT - LTR - RT 821 xxxxx xxxx xxxx xxxxx xxxxx xxxxx xxxx xxxxx xxxxxx 9.9 A 9.9 A 9.7 A Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to KIMLEY-HORN, S.DIEGO,CA MITIG8 - Buildout Sunday Mon Feb 19, 2001 11:28:07 Page 1-1 Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) ****************************************************** #3 Stagecoach Pk/La Costa Cyn HS/Cmo del los Coches ****************************************************** 60 Critical Vol./Cap. (X): ec): 0 (Y+R = 4 sec) Average Delay (sec/veh): e: 60 Level Of Service: ****************************************************** North Bound South Bound East Bound L-T-R L-T-R L-T-R L ************ Intersection ************ Cycle (sec): Loss Time (s Optimal Cycl ************ Approach: Movement: ************** ************** 0.101 8.7 A ************** West Bound T-R •I I- Control: Rights: Split Phase Include Split Phase Include •I I-Permitted Include Permitted Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 1 0 1 1 0 1 0 1 Volume Module: >> Count Date: 28 Jan 2001 « Base Vol: 15 10 15 10 10 30 20 130 10 10 115 10 •" Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse : 15 10 15 10 10 30 20 130 10 10 115 10 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 -•-* Initial Fut : 15 10 15 10 10 30 20 130 10 10 115 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 •imf PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 15 10 15 10 10 30 20 130 10 10 115 10 •m Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 15 10 15 10 10 30 20 130 10 10 115 10 m» PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 'mt Final Vol.: 15 10 15 10 10 30 20 130 10 10 115 10 Saturation : Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0. 97 0.97 0.85 0.98 0.98 0.85 0.65 1.00 0.85 0. 63 1.00 0.85 mn Lanes: 0.60 0.40 1.00 0.50 0.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1107 738 1615 927 927 1615 1227 1900 1615 1199 1900 1615 Capacity Analysis Module mik Vol/Sat: 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.07 0.01 0.01 0.06 0.01 Crit Moves: * * * * * * * * **** m» Green/Cycle : 0.13 0.13 0.13 0.29 0.29 0.29 0.58 0.58 0.58 0.58 0.58 0.58 Volume/Cap: 0.10 0.10 0.07 0.04 0.04 0.06 0.03 0.12 0.01 0.01 0.10 0.01 Uniform Del : 23.0 23.0 22. 9 15.3 15.3 15.4 5.4 5.7 5.3 5.3 5.6 5.3 mm IncrermitDel : 0.2 0.2 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 mm Delay/Veh: 23.2 23.2 23.1 15.3 15.3 15.5 5.4 5.7 5.3 5.3 5.7 5.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 mm AdjDel/Veh: 23.2 23.2 23.1 15.3 15.3 15.5 5.4 5.7 5.3 5.3 5.7 5.3 DesignQueue : 0 0 0 0 0 1 0 2 0 0 2 0 mm ************************ r******************************************************* Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to KIMLEY-HORN, S.DIEGO,CA Buildout Sunday Mon Feb 19, 2001 10:17:50 Page 6-1 Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Rancho Santa Fe Rd/Cmo de los Coches ******************************************************************************** Cycle (sec): 60 Critical Vol./Cap. (X): 0.273 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 5.6 Optimal Cycle: 60 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L-T-R L-T-R L-T-R L-T-R •!• •II- Control: Rights: Protected Include Protected Include Protected Include Protected Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1 2 1 0 1 0 3 0 0 0 0 0 0 0 2 0 0 0 1 Volume Module: » Count Date: 28 Jan 2001 « Sunday Peak Base Vol: 0 720 215 50 670 0 0 0 0 205 0 55 Growth Adj: 1 .00 1.00 1.00 1.00 1.00 1.00 1 .00 1. ,00 1. ,00 1.00 1. ,00 1. ,00 Initial Bse: 0 720 215 50 670 0 0 0 0 205 0 55 User Adj: 1 .00 1.00 1.00 1.00 1.00 1.00 1 .00 1. ,00 1, ,00 1.00 1, ,00 1, .00 PHF Adj: 1 .00 1.00 1.00 1.00 1.00 1.00 1 .00 1. ,00 1. ,00 1.00 1. ,00 1, .00 PHF Volume: 0 720 215 50 670 0 0 0 0 205 0 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 720 215 50 670 0 0 0 0 205 0 55 PCE Adj: 1 .00 1.00 1.00 1.00 1.00 1.00 1 .00 1, ,00 1, ,00 1.00 1. ,00 1, .00 MLF Adj: 1 .00 1.00 1.00 1.00 1.00 1.00 1 .00 1, ,00 1. ,00 1.00 1, .00 1 .00 Final Vol.: 0 720 215 50 670 0 0 0 0 205 0 55 •I 1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 Adjustment: 1.00 0.88 0.88 Lanes: 0.00 2.31 0.69 Final Sat.: 0 3858 1152 •II-•II- 1900 1900 1900 1900 1900 1900 0.95 0.91 1.00 1.00 1.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 1805 5187 0 0 0 0 1900 1900 1900 0.92 1.00 0.85 2.00 0.00 1.00 3502 0 1615 •I •I h m Capacity Analysis Module: Vol/Sat: 0.00 0.19 0.19 0.03 0.13 0.00 0.00 0.00 0.00 0.06 0.00 0.03 •m Crit Moves: * * * * * * * * * * * * Green/Cycle: 0.00 0. 68 0.68 0.10 0.79 0.00 0.00 0.00 0.00 0.21 0.00 0.32 mm Volume/Cap: 0.00 0.27 0.27 0.27 0.16 0.00 0.00 0.00 0.00 0.27 0.00 0.11 Uniform Del: 0.0 3.7 3.7 24.9 1.6 0.0 0.0 0.0 0.0 19.7 0.0 14.5 m IncremntDel: 0.0 0.0 0.0 0.8 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.1 Delay Adj: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Delay/Veh: 0.0 3.7 3.7 25.7 1.6 0.0 0.0 0.0 0.0 19.9 0.0 14.6 mm User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 3.7 3.7 25. 7 1.6 0.0 0.0 0.0 0.0 19.9 0.0 14 . 6 DesignQueue: 0 8 2 2 5 0 0 0 0 5 0 1 ******************************************************************************** Traffix 7.5.1015 (c) 2000 Dowling Assoc. Licensed to KIMLEY-HORN, S.DIEGO,CA