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HomeMy WebLinkAboutCT 02-28; LA COSTA CONDOMINIUMS; TRANSPORTAION ANALYSIS; 2003-05-16• TRANSPORTATION ANALYSIS for LA COSTA CONDOMINIUMS Prepared for CALSO LIMITED First Submittal Draft: May 16, 2003 © URBAN SYSTEMS ASSOCIATES, INC. TRAFFIC PLANNING & ENGINEERING, MARKETING & PROJECT SUPPORT CONSULTANTS TO INDUSTRY AND GOVERNMENT 4540 Kearny Villa Road, Suite 106. San Diego, California 92123-1573 (858) 560-.4911 La Costa Condominiums Calso Limited Section • TRANSPORTATION ANALYSIS TABLE OF CONTENTS ©Urban Systems Associates, Inc. May 16, 2003 1.0 IN'TRODUCTION .................................................... 1-1 2.0 METHODOLOGY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 2-1 3.0 EXISTJN'G CONDITIONS ............................................. 3-1 4.0 PROJECT TRIP GENERATION ........................................ 4~1 5.0 EXISTJN'G PLUS PROJECT ............................. ; .............. 5-1 6.0 YEAR 2005 WITH AND WITHOUT PROJECT ............................ 6-1 7.0 YEAR 2020 (BUILD OUT) ............................................. 7-1 8.0 CONCLUSIONS AND RECOMMENDATIONS ............................ 8-1 9.0 REFERENCES ................................................. -.. ; .. 9-1 10.0 URBAN SYSTEMS ASSOCIATES, INC. PREPARERS ........ ;: .......... 10-1 APPENDICES A. Existing Conditions B. Existing Plus Proj ect C. Year 2005 D. Year 2020 #003398 i 3398-rpt-051603. wpd La Costa Condominiums Calso Limited Number 1-1 Project Location Map • ©Urban qystems Associates, Inc. Ma{ 16,2003 LIST OF FIGURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . . .. . . . . . . ~ . . .. . . 1-2 3-1 Existing Average Daily Traffic Volumes .................................. 3-2 3-2 Existing Lane Configurations ........................................... 3-3 3-3 Existing AMlPM Peak Hour Traffic Volumes .............................. 3-6 4-1 Project Only Average Daily & Peak Hour Traffic Volumes ........ ; ........... 4-2 5-1 Existing + Project Average Daily Traffic Volumes ........................ " .. 5-2 5-2 Existing + Project AMlPM Peak Hour Traffic Volumes .......... " ........... 5-4 6-1 Year 2005 Average Daily Traffic Volumes .............. , ..... " . . . . . . . . . .. 6-2 6-2 Year 2005 With Project AMlPM Peak Hour Traffic Volumes .................. 6-4 7-1 Buildout (Year 2020) With Project Average Daily Traffic Volumes ..•.......... 7-2 7-2 Buildout Lane Configurations ..................................... ~ ..... 7-3 7-3 Buildout (Year 2020) With Project AM/PM Peale Hour Traffic Volumes 7-5 #003398 ii 3398-rpi-051603. wpd La Costa Condominiums Calso Limited Number LIST OF TABLES ©Urban Systems Associates, Inc. May 16, 2003 2-1 eMF Guidelines (2-pages) .............................................. 2-2 3-1 Existing Street Segment LOS ................................ , .......... 3-4 3-2 Existing Intersection LOS .............................................. 3-7 5-1 Existing + Project Street Segment LOS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 5-3 5-2 Existing + Project Intersection LOS & Significant Traffic Impact Measure . . . . . . .. 5-5 6-1 Year 2005 + Project Street Segment LOS ....... " ........................... 6-3 6-2 Year 2005 + Project Intersection LOS & Significant Traffic Impact Measure ... ,.. 6-5 7-1 Year 2020 + Project Street Segment LOS .................................. 7-4 7-2 Year 2020 + Project Intersection LOS & Signifioant Traffic Impact Measure ...... 7-7 #003398 iii 3398-rpt-051603. wpd La Costa Condominiums Calso Limited 1.0 INTRODUCTION ©Urban Systems Associates, Inc. May 16, 20Q3 Urban Systems Associates, Inc. (USAl) was retained by Calso limited to evaluate possible traffic impacts from the construction offifty-eight (58) condominium dwelling units on the south side of La Costa Avenue, east ofEI Camino Real, in the City of Carlsbad. Figure 1-1 shows the proj ect location. ill order to evaluate possible proj ect traffic impacts, Existing Conditions, Existing Plus Project, Year 2005, and Year 2020 Conditions were evaluated with and without the project traffic. For the purposes of evaluation, this report is divided into the following sections: 1.0 illtroduction 2.0 Methodology 3.0 Existing Conditions 4.0 Proj ect Trip Generation 5.0 Existing Plus Proj ect 6.0 Year 2005 With and Without Project 7.0 Year 2020 (Buildout) 8.0 Conclusions and Recommendations #003398 1-1 -3398-rpt-0516(j3.wpd \..4 La Costa Condominiums Calso Limited dtf)@~G,."phlc:s.dwg ©Urban Systems Associates, Inc. @ ~PrOject FIGURE 1-1 Project Location Map 1-2 May 1.6, 2003 ~ NO SCALE I· 3398-rpt-051603. wpd La Costa Condominiums Calso Limited 2.0 METHODOLOGY 2.1 CITY OF CARLSBAD REQUIREMENTS ©Urban Systems Associates, Inc: . May 16, 2003 The City of Carlsbad typically requires the preparation of a traffic study for proj ects of 600 Average Daily Traffic (ADT) volume or greater. Since this project is expected to generate only 464ADT, a traffic study is not required. However, Calso Limited is concerned about local traffic on La Costa Avenue, and so have authorized the preparation of this traffic report. 2.2 SAN DIEGO REGION CONGESTION MANAGEMENT PROGRAM (eMP) GUIDELINES The January 2003 update to the San Diego Region CMF includes traffic impact study guidelines that have been incorporated into this study. The CMP guidelines recommend intersection evaluation be done using the Year 2000 Highway Capacity Manual Software, which has been used in this evaluation. Typically an increase in delay at signalized intersections is calculated with the project traffic added, and a test for significant impact is conducted that allows a two second increase in average delay per vehicle, at level of service "D", "E", or "F". Street segments were also evaluated under the CMP guidelines that allow a two percent increase in volume to capacity ratio 01IC ratio), at level of service LOS "D", "E", or "F". Table 2-1 shows street segment capacities and allowable increases in delay and VIC used in this traffic study. #003398 2-1 3398--lpt-051603.wpd La Costa Condominiums Calso Limited ©Urban Systems Associates, Inc. May .16,2003 TABLE 2-1 eMP Guidelines Table D-1 Measure of Significant Project Traffic Impacts Allowable Change due to Project Impact"'*" Page Ibf2 Level of Roadway ---Ramp*** ' Freeways Service with Segments . Intersections Metering Project* VIC Speed VIC Speed Delay Delay (mph) (mph) {sec.} (min.) D, E, & F (or ramp meter 0.01 1 0.02 1 2 2 delays above 15 min.) Notes: * All level of service measurements are based upon HCM procedures for peak-hour conditions. However, VIC ratios for Roadway Segments may be estimated on an AOTl24·hour traffic volume basis (using Table 0-2 or a similar LOS chart for each jurisdiction). The ~cceptable lOS for freeways, roadways, and intersections is generally non (.C" for undeveloped or not densely developed locations per jurisdiction definitions). For metered freeway:ramps. L.OS does not apply. However, ramp meter delays above 15 minutes are considered excessive. ** If a proposed project's traffic causes the values shown in the table to be exceeded. the impa~ are determined to be significant. These impact changes may be measured from appropriate computer programs or expanded manual spreadsheets. The project applicant shall then identify feasible mitigation (within the Traffic lmpactStudy report) that will maintain tile traffic facility at an acceptable L.OS. If the LOS with the proposed project becomes unacceptable (see above * note), or if the project adds a significant amount of peak-hour trips to cause any traffic queues to exceed on-or off-ramp storage capacities, the project applicant shall be responsible for mitigating significant impact changes. *** See Exhibit 0·2 for ramp metering analysis. KEY: Volume to Capacity ratio Speed measured in miles per hour VIC = Speed = Delay = Average stopped delay per vehicle measured in seconds for intersections, or minutes for ramp meters LOS = Level of Service SOURCE Final Draft 2002 SANDAG Congestion Management Program Appendix D -Traffic Impact Studies Guidelines ojOO33~GrQphlcs.dwg 2-2 3398-rpt-051603. wpd • La Costa Condominiums Calso Limited ©Urban Systems Associates, Inc. TABLE 2-1 CMP Guidelines . Table D"2 Roadway Classifications, Levels of Service (LOS) and Average Daily Traffic (ADT) LEVEL OF SERVICE W//lJJT** CROSS STREET SECTIONS* A B C 0 CLASSIFICATION LANES (APPROX.) Expressway 6 lanes 102-160/122-200 30,000 42,000 60;000 70,000 ... Prime Arterial 6 lanes 102-1081122·128 25,000 35,000 50,OOP : 55,000 ... Major Arterial . Glanes 1021122 20,000 28;000 40,000 45,000 Major Arterial 4 lanes 78-82198-' 02 15,000 21,000 30,000 .35,000 Secondary Arteriali 4 lanes 64-72184-92 10,000 14,000 20,000 25,000 Collector Collector {no center lane} 4 lanes 64184 (continuous left-2 lanes 50170 5,000. 7,000 10,000 13,0~0 tum lane) • Collector (no fronting 2 lanes 40/60 4,000 5,500 7,500 9,000 property) Collector (commercial-2 lanes 50no 2,500 3,500 5,000 6,500 industrial fronting) Collector 2 lanes 40/60 2,500 3,500 5,000 6,500 (multi-family) Sub-Collector 21anes . 36/5~ --2,20Q --(sinqre-family) LEGEND: * Curb to curb width (feet)/right of way width (feet): based upon thia City of San Diego Street Design Manual and other jurisdictions within the San Diego region. SOURCE ** Approximate recommended ADT based upon the City of San Diego Street Design Manual. Notes: 1. The volumes and the average daily level of service listed above are only intendeq as a general planning guideline. 2. Levels of service are not applied to residential streets since their primary purpose is to serve abutting lots, not carry through traffic. Levels of service normally apply to roads carrying through traffic between major trip generators and attractors. Final Draft 2002 SANDAG Congestion Management Program Appendix D -Traffic Impact Studies Guidelines May 1-6, 2.003 Page 2 of2 E SO,OOO 60,(jOO 50,000 40,000 30,000 15,000 10;000 8,000 8,000 .-...... 2-3 3398-rpi-05] 603.wpd La Costa Condominiums Calso Limited 3.0 EXISTING CONDITIONS 3.1 STREET SEGMENTS • ©Urban Systems A:ssociates, htc. May 16, 2003 . The City of Carlsbad conducts yearly street segment traffic volume counts to monitor traffic flow throughout Carlsbad. Figure 3-1 shows existing average daily traffic volumes taken from the Carlsbad 2002 traffic monitoring report. Figure 3-2 shows existing lane configurations. Table 3-1 shows volume to capacity and levels of service for existing conditions on street segments near the proj ect location. La Costa Avenue, adjacent to the project site, is classified as a four-lane secondary arterial, and as such, currently operates acceptably at a level of service (LOS) "C" .. Although the eastbound lanes diverge to one-lane (with a left turn lane) east of Romero Street, the traffic volume also reduces so that this segment currently operates at LOS "B". #003398 3-1 . 3398-rpt-051 <)03. wpd Pacifio Ocean La Costa Condominiums Calso Limited 29,624 • FIGURE 3-1 ©Urban Systems Associates, hze. May 16, 2003. ~. NO SCALE ,. Existing Average Daily Traffic Volumes tfII)fJ l3~G"'Qphlcs,dwg 3-2 33 98-rpt-051:603. wpd Pa.cific Ocea.n La Costa Condominiums Calso Limited LEGEND 6-P A = 6 -Lane Prime Arterial 5-P A = 5 -Lane Prime Arterial 4-P A = 4 -Lane Prime Arterial 4~MA = 4 -Lane Major Arterial 4-SA = 4 -Lane Secondmy Arterial 4-SA. = 4 -Two Lanes WB, One Lane EB, With Tum Lane FIGURE 3-2 • ©Urban Systems Associates, bie, . May 16, 2003 Existing Lane Configurations ol!oo .339l&-Gro.phlcs,clwg 3-3 3398-rpt-051603,.wpd La Costa Condominiums Calso Limited TABLE 3-1 ©Urban Systems Associates, Inc. May 16J 2003 Existing Street SegJllent Levels of Service Street Segment LOS La Costa Avenue Interstate 5 to E1 Camino Real 4-M 40,000 29,624 0.74 B El Camino Real to Castilla Wy. 4-SA 30,000 16,400 0.55 C Castilla Wy. to Rancho Santa Fe Rd. 4-SA 30,000 9,737 0.32 B EI Camino Real North of La Costa Ave. 5-PA 45,000 41,105 0.91 E South of La Costa Ave. 5-PA 45,000 34,262 0.76 C :a.llIlcho Santa Fe Road North of La Costa Ave. 4-MA 40,000 29,568 . 0.74 C South of La Costa Ave. 4-MA 40,000 26,600 0.67 C .wpdlCD-P Note: (1) = SOURCE: January 2003 Congestion Management Program #003398 3-4 3398-lpt-051603. wpd La Costa Condominiums Calso Limited ©Urban Systems Associates, Inc~ May 16,2003 Local residents have registered complaints with the City Traffic Engineer of speeding vehicles on La Costa Avenue. The westbound downhill slope plus the relatively low volume versus the roadway capacity is a contributing factor to the apparent speeding vehicles. Constant enforcement ofthe speed limit by the City of Carlsbad, providing a noticeable traffic police presence, is typically the most effective control of speeders. 3.2 INTERSECTIONS Figure 3-3 shows existing AM and PM peak hour traffic volumes for existing conditions at the study area intersections. Table 3-2 includes intersection peak hour levels of service. As indicated in this table, the study area intersections currently operate acceptably (LOS ''D;' or better). Appendix A includes existing conditions traffic count summaries and intersection level of service worksheets. #003398 3-5 3398-rpt-0~ 1603. wpd Pacific Ocean La Costa Condominiums Calso Limited LEGEND XXX/XXX = AM / PM Peak Hour Traffic Volumes FIGURE 3-3 ©Urban Systems Associates, Inc .. May 16,2003 Existing AM / PM Peak Ho~r Traffic y olumes olfOO .33~Gro.phlcs.dwg 3-6 3398-rpt.;051603.wpd La Costa Condominiums CaZso Limited TABLE 3-2 ©Urban Systems Associates; Inc. May 16, 2003 Existing Intersection Levels of Service 1-5 SB Ramps / La Costa Avenue 1-5 NB Ramps / La Costa Avenue La Costa Avenue / E1 Camino Real La Costa Avenue / Cadencia Street La Costa Avenue / Rancho Santa Fe Road #003398 3-7 AM Peak Hour PM Peak Hour Delay 19.0 20.9 36.0 2.0 19.7 LOS B C D A B Delay 18.4 22.1 36.6 2.0 17.6 LOS B C D A C A339B-TAB3-2.wpd/CD-P Delay LOS Ii ' '. , " 0.0 -10.0 A 10.1 -20.0 B 20.1 -35.0 C 35.1 -55.0 D 55.1-80.0 E Over 80 F Source: 1997 Update to the 1994 Highway Capacity Manual 3398-rpt-051603.wpd La Costa Condominiums Calso Limited ©U1'ban Systems Associates, Inc. May 16,2003 4.0 PROJECT TRIP GENERATION The project consists of fifty-eight (58) condominium dwelling units that would generate the following average daily and peak hour vehicle trips. ADT AM I~ PM ,~~------~----~ IN OUT'~ IN OUT 0.;:!'w:i;rll,i>"'tJv,":-~~:"?l;;.:::-:i:':1'!5:i::;::·,;j>".r-l\Z;r~4~l'·~'"~':~:ilr,.;\'1'~~~ hii=·~;·""c""'z.;:""-~ ,""':.i:;=;;-::;""J:",I,.,.,.:.~=:"f..=~'1!'=;;:"""":'~""':;:,-"A'_"~ 58 x 8 = 464 (0.016) 8 0) (0.064) ~~ I~f; 30 I"'~ (0.07) (0.03) 33 14 Figure 4-1 includes project only ADT and peak hour volumes distributed to-the adjacent street system. This distlibution was determined by evaluating the traffic flow tendencies of existing peak hour traffic at the major intersections and by engineering judgement. These volumes will be used to determine project specific traffic impacts in the following sections of this report. #003398 4-1 -3398-rpt-051603.wpd La Costa Condominiums Calso Limited Pacific Ocea.n LEGEND XXX/XXX XXX XX% 25% = AM I P.M Peak Hour Traffic Volumes = Average Daily Traffic CADT) = Project Only Directional Distribution Percentages FIGURE 4-1 ©Urban Systems Associqtes, Inc .. May 16" 2003 ~ NO SCALE ~ ,. Project Only Average Daily & Peak Hour Traffic Volumes -. --- 0000 .3~"Clphlc:s.dwg 4-2 3398-rpMBi.603. wpd La Costa Condominiums Calso Limited 5.0 EXISTING PLUS PROJECT 5.1 STREET SEGMENTS ©Urban Systems Associates, Inc: May 16, 2003 Figure 5-1 includes project only average daily traffic added to existing'conditions traffic coimts. Table 5-1 shows the existing street segment levels of service and volume to capacity ratios with and without proj ect traffic. As shown on this table, the change in volume to capacity 01 IC) ratio is less than two percent for each segment, so that proj ect traffic impacts are less than significant. . With project traffic added to existing volumes, the level of service on La Costa Avenue does not chan~e and will be at LOS "C" between EI Camino Real and the project driveway. 5.2 INTERSECTIONS Figure 5-2 includes project only AM and PM peak hour traffic added to existing volumes at sUJdy area intersections. Table 5-2 shows intersection levels of service with and without project traffic :added to existing conditions. As shown in this table, the levels of service at study area intersections are expected to be at acceptable levels (LOS "D" or better) with proj ect traffic added. The increase itLaverage delay per vehicle at each location is expected to be less than two seconds for all locations so that project impacts at intersections are expected to be less than significant. Appendix B includes intersection level of service worksheets for "Existing Plus Proj ect" conditions. #003398 5-1 3398-rpt-051603. wpd , Pacific Dce",n La Costa Condominiums Calso Limited 29,833 Costa }.ve. FIGURE 5-1 e. ©Urbari Systems Associates, Inc. May 16,2003 ~ NO SCALE I: Existing + Project Average Daily Traffic Volumes· 5-2 33 98.-rpt-051603. wpd TABLE 5-1 ~ ~ ~11~i------------------------r-----------------------------------lr------~r-------~----------lI------lI------li~~~--~----_r------~----~ Existing + Project Street Segment Levels of Service With Project ...., W ''0 'i" >ti .. ~, v. ..... ~ ~ l:l., Street Segment LOS E I Existing Class. I ADTl ADT I VIC LOS I ADT I VIC v S? '0)~,;~~-~;";.:~:;·:r~~:ft·~'!;{~~~~;:-:~'1~·f~·;~{~r~!i:1~~~-S'fj.'~;:~#~,tf:'¥:>~~~~1?:~\~~~~~§':{;1t~f.!F~:·f);;:;~.!",;S~~::r·~7~~·~~~J.1·;r:':f~·:::},S~'r~~:i~·~~;~{t~~~£1t~tr:,t~~~?~~~~·;(;"J1r1f-;.tj?t&if~1~;c:wJ¥.%~~<.'~~!~~'¥;iS\'\~¥~1~~~}~,0..:.;r:},~.~~i~~~$i~t~.¥2~~~¥~:if'{~::-1.1~~~j.~~~t~~~::"X~sz1~:#*~;~~;:'}~::ier.¥1:;l~~U~~ iii Iii I Iii Legend: Class. = Clas,sification , 5-P A::: 5-1ane primary arteriai 4-M = 4-lane major arterial 4-SA == 4-lane secondary arterial ADT::: Average Daily Traffic VIC = Volume to Capiicity LOS = Level of Service S? = 'Significant 1 SOURCE: January 2003 Congestion Managemellt Program Roadway Segment Significant Jmpact Measure Source: SOURCE: January 2003 Congestion Management Program 3398-TABS-I. wpd/CD-F VIC Allowable LOS Increase D 0,02 E 0.02 F 0.02 Qt--< ..... !:l C3 g t--<'" §.1:i' ~. g l:l.,;::J !} S1 ~. ;::J ~. © S; c:J.. ~ ~ t.:l .1? .~ ~1:; i~ C3 .... () ?> 1:)' 1? ~ -'" ~;:r ....,~ - - La Costa Condominiums Calso Limited pa,cific Ocea,n LEGEND XXX/XXX = AM / PM Peak Hour Traffic Volumes FIGURE 5-2 ©Urban Systems Associates, Inc. Mq.y 16, 2003 .~ NO iAJ.E Existing + Project AM I PM Peak Hour Traffic Volumes cU4iJa~&ro.phlcs,dwg 5-4 3398-rpt-051603. wpd La Costa Condominiums Calso Limited TABLE 5-2 Existing + Project ©Urban Systems Associates, Inc. May 16, 2003 Intersection Levels of Service & Significant Traffic Impact M~asure I-5 SB Ramps I La Costa Avenue I-5 NB Ramps I La Costa Avenue La Costa Avenue I El Camino Real La Costa Avenue I Cadencia Street La Costa Avenue I Rancho Santa Fe Road Y = Significant N = Not Significant #003398 AM Peak Hour PM Peak Hour Significant? Without With Without Delay LOS 19.0 B 20.9 C 36.6 D 2.0 A 19.7 ·B LOS D E F Source: Delay LOS Delay 19.0 B 18.4 21.0 C 22.1 37.4 D 36.6 2.0 A 2.0 19.9 B 27.6 Allowable Increase In Delay 2 2 2 2003 Congestion Management Plan 5-5 LOS B C D A C With Delay LOS 18.4 B 22.2 C 31.3 D 2.0 A 27.7 C AM Change in Delay O.ON O.IN 0.8N O.ON O.2N PM Change . In Delay O.ON O.lN 0.7N O.ON O.IN A3398-TAB5-2.wpdlCD .. P . Delay LOS 0.0.., 10.0 A 10.1-20.0 i3 20.1-35.0' C 35.1 -55,0 D .. 55.1-~O.O E Over 80 .F Source: 1991 Update to 'the 1994 IDgh'Yay Capacity Manual 3 398-rpt-051603. wpd La Costa Condominiums Calso Limited 6.0 YEAR 2005 PLUS PROJECT 6.1 STREET SEGMENTS ©Urban Systems Associates,. Inc. May 16, 2003 Figure 6-1 includes proj ect only average daily traffic added to Year 2005 traffic volumes. Table 6-1 shows the Year 2005 existing street segment levels of service and volume to capacity ratios with and without project traffic. As shown in this table, the change in volume to capacity (VIC) ratio is less than two percent for each segment, so that project traffic impacts are less than significant. With proj ect traffic added to Year 2005 volumes, the level of service on La Costa Avenue does not change and will be at LOS "c" between EI Camino Real and the project driveway. 6.2 INTERSECTIONS Figure 6-2 includes proj ect only AM and PM peak hour traffic added to Year 2005 volumes at study area intersections. Table 6-2 shows intersection levels of service with and without project traffic added to Year 2005 volumes. As shown in this table, the levels of service at study area intersections are expected to be at acceptable levels (LOS "D" or better) with project traffic added. The increase in average delay per vehicle at each location is expected to be less than two seconds for alliocati6lis so that proj ect impacts at intersections are expected to be less than significant. Appendix C includes intersection level of service worksheets for Year 2005. #003398 6-1 3398-rpt-051603.wpd , PrwifiiJ Ocean La Costa Condominiums Calso Limited SOURCE 31,500 SANDAG Cities/County Year 2005 Transportation Forecast City of Carlsbad, March 15, 2000 FIGURE 6-1 ©Urban SystemsAssociates, Inc. May 16, 2003 * NO SCALE I· Year 2005 Average Daily Traffic Volumes r1fIJfJ l3~GrClphlcs.dW9 6-2 3398-rpt-051603. wpd TABLE 6-1 ~ ~ ~---------------------;r---------------------------------'--------r~------ll::::~~-r------lI------r-~~~~~----r-----1I----~ ~II Year 2005 + Project Street Segment Levels of Service With Project Without LOS E I Project 0\ . VJ v" v" '0 .• ' <ro 'ti .... ~ ..... ~ ~ ~ Street Segment Class. I ADTI ADT VIC LOS I ADT I VIC v S? .f:~?i~'~~::~~~·~1~~~~$';I~",:;~~':~;r.~~F(~$-1t~:~~/~:~';t::~~;.r.~,~::;£~j~~:~f1Q~~~1%;'~i'1~i?'il:f{?5t.f::~\1~f~=t);'n~~;;::?f.:Z:::i>g~Q.~~1:-:f~~~-;f?'~\{f.t~Jj:~i;t~~lqvG~W~.~~rf~1tf,~wr~'r-~;$~~'t,"{:&1-V;~t';i~jJ::'~p',~.\%~i:z.~~~~ll~;1~~~~~~~~?J~~i~~J~~~·f~1?)??)W:f:';;r1;~}:]1~~.;':~~i·~:~~i¥ i I Iii i • I I I La Costa Avenue Interstate 5 to EI Camino Real 4-M EI Camino Real to Castilla Wy. 4-SA Castilla Wy. to Rancho Santa Fe Rd. 4-SA EI Camino Real North of La Costa Ave. 5-PA South of La Costa Ave. 5-PA .. Rancho Santa Fe Road North of La Costa Ave. 4-MA South of La Costa Ave. 4-MA Legend: Class. = Classification 5-PA = 5-lane primary arterial 4-M = 4-lane major arterial 4-SA = 4-lane secon~ary arterial ADT::: Average Daily Traffic VIC = Volume to Capacity LOS = :r.,evel of Service 87 :;= Significant 1 SOURCE: January 2003 Congestion Management Program 40,000 30,000 30,000 45,000 45,000 40,000 40,000 31,291 16,629 11,407 56,884 43,854 28,944 26,963 0.78 C 31,500 0.55 B 17,000 0.38 B 11,500 1.26 E 57,000 0.97 C 43,900 0.72 C 29,000 0.67 C 27,000 Roadway Segmen~ Significant lmpact Measure Source: SOURCE: January 2003 Congestion Managt<~~nt Program 0.79 0.01 No 0.57 0.02 No 0.38 0.01 No 1.27 0.01 No 0.98 0.00 No 0.73 0.01 No 0.68 0.01 No .3';!liS-Liwo-l. wpdlCD-F VIC Allowable LOS Increase D 0.02 E 0.D2 F 0.D2 g~ c;;-o g t-<'" ~. ~ ~. g ~::; 1} ~ s· E' ~ © g & I:l ;:,t, ~ '" ~ ~ ~ §:~ I~ ~ '-~ ,0. ~ ~-~ ~S< ~ e 'e La Costa Condominiums . Calso Limited Pacific Ocean LEGEND XXX/XXX = AM / PM Peak Hour Traffic Volumes FIGURE 6-2 ©Urban Systems Associates, Inc . MayJ6,2003 * NO TALE Year 2005 With Project AM I PM Peak Hour Traffic Volumes ctf1¥J~~G"",phlcS.dwg 6-4 3398-rpt-051603. wpd La Costa Condominiums Calso Limited TABLE 6-2 Year 2005 + Project • ©Urban SYstems Associates, Inc. May 16,ZQ03 Intersection Levels of Service & Significant Traffic Impact Measure AM Peak Hour PM Peak Ho,ur Without With Without With AM PM Change Change Delay LOS Delay LOS Delay Delay LOS in In Delay Delay LOS 1-5 SB Ramps I La Costa Avenue 19.8 B 20.0 B 18.9 B 19.0 B 0.2N O.IN 1-5 NB Ramps I La Costa Avenue 19.4 B 19.5 B 18.8 13 18.9 B O.IN O.lN La Costa Avenue I El Camino Real 49.6 D 49.8 D 48.3 D 48.8 D 0.2N O.5N La Costa Avenue / Cadencia Street 2.4 A 2.4 A 2.4 A 2.4 A O.ON O.ON La Costa Avenue I Rancho Santa Fe Road 33.1 C 33.2 C 28.4 C 28.5 C 0.1 N O.IN 1!i~t\W.E~~t4:l?:;:~~it~r;~~~?Y~~~1.%~!jk;~.!)t:if.f:.ftj~1~:t~!£~~~~'if,~~~Nl:iq,k~l{~W:;~}~21:&i~?~~~~i~~~~~:J.~~-i'~~~;a~~mjJ,~~?~~~\f:~~~~J@~~1.~~H~1[4t;')~t~~€.~~~~~~it~\ri£ A3398-TAB6-2.wpdlCD-P (Y) = Significant (N) = Not Significant #003398 LOS D E F Source: Allowable , Increase In Delay 2 2 2 2003 Congestion Management Plan 6-5 Delay LOS 0.0 -10.0 A 10.1-20.0 B 20.1-35.0 C 35.1-55.0 D 55.1-80.0 E Ov~r 80 F Source: 1997 Update to the 1994 Highway Capacity ManuaI 3398-rpt-051603. wpd La Costa Condominiums Calso Limited 7.0 YEAR 2020 (BUILD OUT) 7.1 STREET SEGMENTS ©Urban Systems Associates, Inc. May 16,2003 Figure 7-1 includes project only average daily traffic added to Year 2020 traffic volumes. Figure 7-2 shows Year 2020 lane configurations. Table 7-1 shows the Year 2020 street segment levels of service and volume to capacity ratios with and without project traffic. As shown in this table, the change in volume to capacity (VIC) ratio is less than two percent for each segment, so that project traffic impacts are less than-significant. With project traffic added to Year 2020 volumes, the level of serVice on La Costa Avenue does not change and will be at LOS "C" between El Camino Real and the proj ect driveway. 7.2 INTERSECTIONS Figure 7-3 includes proj ect only AM and PM peak hour traffic added to Year 2020 volumes at study area intersections. #003398 7-1 3398-rpt-05J603. wpd Pacific Ocean La Costa Condominiums Calso Limited SOURCE 32,000 Costa lWe. SANDAG Cities/County Year 2020 Transportation Forecast City of Carlsbad, August 23, 1999 FIGURE 7-1 ©Urban Systems Associates, Inc. JvIay 16, 2003 Buildout (Year 2020) With Project Average Daily Traffic Volumes @f}~~G"Qphlcs.dwg 7-2 3398-rpt-051603. wpd Pa,ciJic Ocean La Costa Condominiums Calso Limited LEGEND 6-PA = 6 -Lane Prime Arterial 4-MA = 4 -Lane Major Arterial 4-SA = 4 -Lane Secondary Arterial 4-SA. = 4 -Two Lanes WB, One Lane EB, With Turn Lane FIGURE 7-2 ©Urban Systems Associates, Inc. May 16,2003 Buildout Lane Configurations 7-3 3398-ipt.:051603. wpd 'fABLE 7-1 ~ -----------------------l1--------~::~~~~~::~::::~::~~~::~_r~;;;:;:1r~li~~~[,~~~l:~~:;[;~~~::i:;:~l[::;:::j:~~ ~ ~II Street Year 2020 + Project Street Segment Levels of Service With Project LOS I ADT I VIC Year 2020 AnT LOSE Class. I AnTl VIC v S? Segment ,~~,¥~t~)_~~~::.r~j)~-.;~~_raji,~;~ .... ~~1:~:!.~~;'j~:;:~~}r~*:"{~~~~~·~ft,~5;~I~f{~i:;~~~\~~';~r~i~r!j'~r{t:./:r~~A.f;~~~::,~~~'!~r~t(fa-r.J*~~~~;t~\~rr{"¥~~~d0~\!~~3t~~~r-:'t:~;.r~i:fI.Jt!~~r~~~~~t~t:m~1~;~<:;.\(~t~;M~j{l_~~~*':~ .. ~r~I1,!{.-$~X1r{i~f.:"'!:!~i\,t.!~~;Xn~~~jk~¥~!0f~JM~~~ iii iii Iii I --.l .J:,. '-" '-" ~ ~ ... S; '-~ '-" ~' :;:".. La Costa Avenue Interstate 5 to E1 Camino Real 4-M 40,000 31,791 0.79 D 32,000 0.80 0.01 No EI Camino Real to Castilla Wy. 4-SA 30,000 16,629 0.55 B 17,000 0.57 0.01 No Castilla Wy. to Rancho Santa Fe Rd. 4-SA 30,000 11,907 0040 B 12,000 0.40 0.01 No EI Camino Real North of La Costa Ave. 6-PA 60,000 55,784 0.93 E 55,900 0.93 0.00 No South of La Costa Ave. 6-PA 60,000 43,954 0.73 C 44,000 0.73 0.00 No Rancho Santa Fe Road North of La Costa Ave. 6-PA 60,000 38,944 0.65 C 39,000 0.65 0.00 No South of La Costa Ave. 6-PA 60,000 42,963 0.72 C 43,000 0.72 0.00 No !-~~~~h~J(I:~~~~m~~~11~[.W,~t\i~~;)~.:a~~I,f'~~~~~!$~1f.~~1~-*~:r~:%.~~~ut>:riiW~~:lp~l~!X:\51~?~~~~,:&1~~.±;~\;;":&._;~tfJ~\1ii~f~~~;.-}.fft~!i~t~:~~~~Jf~')$~ff~¥.~¥tf~~ff~~&\fg.~~:-~";'11~'!:'?lill1,r;fi~<ft;.~1:-~f-W:1NU~~~;ti1:i~\b¥~h~~~%, Legend: Class. = Classification 6-PA = 6-lane primary arterial 4-M == 4-la~e major arterial' 4-SA = 4-lane secondary arterial ADT = Average PailyTra:ffi9 VIC = Volume to Capacity LOS = Level of SeIVice S? = Significant ~ SOURCE: January 2003 Congestion Management Program Roadway Segment Significant bnpact Measure So~rce: "SOURCE: January 2003 Congestil)n ~agernentPrograpa 3398-TAB7-1. wpdlCD-F VIC Allowable LOS Increase D 0.02 E 0.Q2 F 0.02· Q~ t:>' <;) g t-<'" ~. S fJ' g :;:"..;:; 1} ;:!1 S· :;::' ~ @ s: ti-l:l ;:; ~ CoO ~ ~ ~r;. ~ ~ ...... n C\ l:l' . ,..,. NC1i <:::l .'" ~S" ~ e :e • La Costa Condominiums Cal so Limited ©Urban Systems Associates, In.c. Pacific Ocean cIIfi!) j'~G,..o.phlcs,dwg Buildout (Year 2020) With Project AM / PM Peak Hour Traffic Volumes 7-5 May 16, 2Q03 ~ NO SCALE I· 3398-rpt-051603. wpd • La Costa Condominiums Calso Limited ©Urban Systems Associ(ltes, Inc. May 16, 2003 Table 7-2 shows intersection levels of service with and without project traffic added to. Year 2020 volumes. As shown in this table, the levels of service at study area intersections are expected to be at acceptable levels (LOS "D" or better) with project traffic added. The increase ill average delay per vehicle at each location is expected to be less than two seconds for all locations so that project impacts at intersections are expected to be less than significant. Appendix D includes Year 2020 intersection level of service worksheets. 7.3 SPEEDING ON LA COSTA AVENUE Through buildout (Year 2020) of the City of Carlsbad, the traffic volume on La Costa Avenue between EI Camino Real and Rancho Santa Fe Road is expected to be well within the design capacity, so that speeding could continue to be a problem. Methods to ~ttemptto slow speeders that should be investigated by the City of Carlsbad include the following: • Continued police enforcement of speeding; • fustall a "radar screen" that flashes speeds of on-coming vehicles; • fuvestigate a "press campaign" with articles in the local newspapers on the ·effects of speeding, numbers of citations, number of accidents, etc.; • Narrow the traveled way with roadway striping; • Enhanced speed limit signs with pavement markings maintained for high visibility. #003398 7-6 3398-rpt-rJ51603.wpc! La Costa Condominiums Calso Limited TABLE 7-2 Year 2020 + Project ©Urban Systems Associates, Inc. May 16, 2003 Intersection Levels of Service & Significant Traffic Impact ~easure 1-5 SB Ramps ILa Costa Avenue 1-5 NB Ramps I La Costa Avenue La Costa Avenue I El Camino Real La Costa Avenue I Cadencia Street La Costa Avenue I Rancho Santa Fe Road Y = Significant N = Not Significant #003398 AM Peak Hour PMPeakHiJur Significant? Without With Without Delay LOS Delay LOS Delay 19.5 B 22.1 B 46.8 D 2.6 A 33.6 C LOS D E F Source: 19.6 B 19.4 22.3 B 20.8 46.9 D 53.6 2.6 A 2.6 33.9 C 33.6 Allowable Increase In Delay 2 2 2 2003 Congestion Management Plan 7-7 LOS B B D A C With Delay LOS 19.4. E- 20.9 B 54.1 D 2.6 A 33.9 C AM Change in . Delay O.IN O.IN O.IN O.ON 0.3 N PM Change .In Delay O.ON O.IN O.5N O.ON O.3N A3398-TAB7-2.wpdlCD-P ])eia~ . LOS 0.0 -10.0 A 10.1-20;0 B 20.1-35.0 C 35.1-55.0 D 55.1-80,0 E Over 80 F . Source: 1997 Upd,ate to the 1994 Highway Capacity Manual 3398-rpt-051603.wpd La Costa Condominiums Calso Limited ©Urban Systems Associates, Inc. May 16, 2003 8.0 CONCLUSIONS AND RECOMMENDATIONS The Calso, La Costa Condominiums with only fifty-eight (58) units are not expected to generate traffic in an amOlmt that would affect either the street segment or intersection, levels of service, through buildout, on the adjacent roadways. The Regional Congestion Management Guidelines for significant impact thresholds for street segments and intersections was used for the project evaluation. These results conclude: • Street segment volume to capacity ratios as a result of proj ect traffic are not expected to increase by more than two percent (2%) through buildout so that project impacts are expected to be less than significant; • Intersection levels of service are not expected to change as a result of project traffic, and average peak hour delays per vehicle at study area intersections are e:xpected to be less than a two second increase, so that project impacts would be less than significant. #003398 8-1 3398-rpt-051603. wpd La Costa Condominiums Calso Limited 9.0 REFERENCES ©Urban Systems Associates, Inc. May 16, 2003 San Diego Region Traffic Engineer's Council (SANTEC) and Institute of Transportation Engineers (ITE), California Border Section, Guidelines for Congestion Management Program (CMF) Traffic Impact Report, San Diego, CA (1993) Transportation Research Board, 1994 Highway Capacity Manual Special Report, 1997 and 2000 Update Washington, DC (1994) SANDAG, 2002 Congestion Management Program Update, January 2003 #003398 9-1 3398-lpt-051603. wpd La Costa Condominiums Calso Limited 10.0 URBAN SYSTEMS ASSOCIATES INC. PREPARERS Principal Planning Director Sandee Witcraft-Schlaefli; J.D. Juris Doctor, Graduate courses Urban Planning, B.A. Political Science/Social Welfare Principal Engineer ©Urban Systems Associates, Inc. ' May 16,200$ Andy P. Schlaefli/ M.S. Civil Engineering, B.S. Civil Engineering Registered Civil Engineer, Licensed Traffic Engineer Proj ect Engineer Sam P. Kab, II; Licensed Traffic Engineer Senior Technical Support, Graphics and illustrations Mark A. Schlaefli Word Processing, Report Production and Compilation Lyndi Williams This report is site and time specific and is intended for a one-time use for this intended project under the conditions described as "Proposed Project". Any changes or delay in implementation may require re-analysis and re-consideration bythe .. public agency granting approvals. California land development planning involves subjective political considerations as well asfrequenilyre-interpreted pri'licipals of law as well as changes in regulations, policies, guidelines and procedures. Urban Systems and their professionals make no warrant, either express or implied, regarding our findings, recommendations, or professional advice as to the ability to successfully accomplish this land development project. Traffic is a consequence of human behavior and as such is predictable only in a gross cumulative methodology of user opportunities, using accepted standards and following patterns of past behavior and physical constraints attempting to project'into a future window of circumstances. Any counts or existing conditions cited are only as reliable as to the time and conditions 'under which,they were recorded. As such the preparer of this analysis is unable to warrant, either express or implied, that any forecasts are statements of actual'true conditions which will in fact exist at any future date. ' Services performed by Urban System professionals resulting in this document are of-a manner consistent:with that lev~l of care and skill ordinarily exercised by members of the profession currently practicing in the same locality under :similar conditions. No other representation expressed or implied and no warranty or guarantee is included or intended in this report, document opinion or otherwise. Any changes by others to this analysis or re-use of document at a later point in time or other location, without the express consentllnd concurrence of Urban Systems releases and relieves Urban Systems of any liability, responsibility ol"dutyfor subsequent questions, claims, or damages. #003398 10-1 , 3398-rpt-05J603. wpd La Costa Condominiums Calso Limited #003398 APPENDIX A EXISTING CONDITIONS • Traffic Count Summaries • LOS Worksheets ©Urban Systems Associates, Inc. May 16,2003 Page 1 of22 3398-rpt-05 [603. wpd ~ -,\1 \r'l 2002 i'rraffic Mlonifloring \~l . Prrogrratml City of Carls:bad 1635 Faraday Avenue. Carlsba.d, CA92008 (760) 602-2720 Location Number 2 3 4 5 6 7 8 9 10 n 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Segment Palomar Airport Road Palomar Airport Road Palomar Airport Road Palomar Airport Road EI Camino Real EI Camino Real EI Camino Real EI Camino Real EI Camino Real EI Camino Real EI Camino Real Mc;lrose Drive Carlsbad Boulevard Carlsbad Boulevard Carlsbad Boulevard Carlsbad Boulevard La Costa Avenue La Costa Avenue Rancho Santa Fe'R9ad Rancho Santa Fe Road Rancho Santa Fe Road Carlsbad Village DriVe Poihsettia Lane "Tl;lmarack Avellue Pase(l'Oel Norte " Paseo Del Norte College Boulevard Alga Road Table 2-1 CITY OF CARLSBAD MID-BLOCK LINK LEVELS OF SERVICE ANALYSIS SUMMARY Segment Location Paseo Del Norte and Armada Drive Yarrow Drive and EI Camino Real EI Camino Real and EI Fuerte Street Melrose Drive and Business Park Drive Plaza Drive and Marron Road Tamarack Avenue and Kelly Drive Faraday Avenue and-Palomar Airport Road Camino Vida Roble.and Cassia Road Arenal Road and Costa Del Mar Road La Costa Avenue and Levante Street Levante Street and Calle Barcelona Palomar Airport Road and Rancho Bravado Mountain View Drive and'State Steet Cannon Road and Cerezo Drive Poinsettia Lane and'Island Way Avenida Encinas and La Cos!2 Aven\le Saxony Road and' Piraeus -Street Caden~iaStree! and Romeria Street Melrose Drive and La Costa Meadows Drive San Elijo Road alid Cadencia Street 01ivenhain Road and Avenida La Posta/Cane Acervo 'J,Victoria Avenue and Pontiac Drive Paseo Del Norte and Batiquitos Dirve EI Camino Real and La Portalada Drive ., Gamino Del Parque (north) and'Palomar Airport Road Pal9n:Jar Airport Road·and Car Country Drive Palomar Airport Road and,Aston Avenue Corintia Street and EI Fuerte Street Summer 1998 . ADT 52,811 30,858 46,508 45,510 36,321 27,474 30,996 28,486 34,199 33,813 33,995 15,133 16,832 14,714 14,970 12,231 25,486 22,448 11,538 5,479 21,476 7;302 8,405 16,0~6* 14,386 9,Q14 Peak LOS A A C D A A A A A A A A A A A .A A B A A A A A A A A Summer 1999 ADT 53,202 29,545 45,343 46,485 35,815 30,254 31,674 28,568 35,532 33,686 35,148 15,480 18,784 16,084 16,492 32,266 11,884 26,167 25,126 14;191 8,184 20,~81 8,280 8,999 , to,155 14,398 8,988 Peak LOS A A B A A A A A A A A A A A A A A A C A A A A A A A A • increase due 10 new deveJopmenl. cnange in countlocatioll or a combination oj-these lac/ors . •• Decrease due to change in coulltiocty"OIl. Summer200D ADT 54,941 31,070 48,343 47,953 34,556 29,779 32,590 27,645 37,201 29,857 30,373 16,091 17,918 15;8'94 17,888 29,388 10,599 28~848 26,214 15,650 6,898 20,526 8,159 8,970 16,416 14,060 11,209 Peak LOS A A B B A A A A A A A A A A A A A C C A A A A A A A A. Summer 2001 ADT 50,595 30,834 48,874 47,754 33,722 30,200 32,937 27,793 38,614 30,449 29,867 15,877 18,055 15,335 17,916 29;265 9,3~6 31,8'45 28,150 15,105 7.,699 21,990 8,836. 8;560 17,207 12,585 10,930 Peak LOS A A A B A A A A A A A J A A A A A A C C A A A A A A A .A Summer 2002 ADT 52,086 31,847 50,944 49,165 35,135 31,652 34,335 29,569 41,105 34,262 33,120 10,797 16,297 18,068 15,258 17,687 29,624 f),737 33,272 29,568 14,640 7,306 ;22,454 9,192 8,457 9,782** 12,713 11,955 Peak LOS A A A A A B A A A A A A A A A A A A D C A' A A A A A A A - e' .,.\ ~ ~~ ./' 0 .-",. 1-5 Southbound Ramps at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period: 7:15AM to South Appr (NB) 8:15 AM Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 0 0 0 Are the North/South phases split (YIN)? Are the EastlWest phases split (yIN)? Efficiency Lost Factor 0.10 Hourly Volume 0 0 Adjusted Hourly Volume 0 0 Utilization Factor 0.00 0.00 Critical Factors 0.00 ICURatio = 0.43 0 0 N N 0 0 0.00 0.00. LOS = North Appr (SB) 2 0 3800 0 1800 353 4 164- 357 0 164 0.09 0.00 0.09 0.09 A West Appr (EB) 0 0 0 0 0.00 1 1 2 4000' 372 455 0.11 0.11 0 0 83 0 0.00 Page 2 of3 East Appr (WE) 1 1 2 3600 479 479 0.13 0.13 2 0 4000 0 223 0 223 0 0.06 0.00 Turning Movements at Intersection of: 1-5 Southbound Ramps and La Costa Avenue W e S t A P P r Time: 7:15 AM to.8:15 AM Date: 08114/02 Day: Wednesday Name: Matt, Bobby Sub - To~ totals 387 842 455 o Subtotals Total 0 372 83 North Approach 521 164 4 J ~ -.t -+ t + North i t 0 0 0 566 0 566 South Approach 521 0 353 ~- r 0 1-5 SouthboUD(j' R~mps 0 L 0 ~ 223 + 479 o Total Subtotals Sub - totals 102 725 La Costa Avenue Totals 1427 Note: Left-turn yolumes incluge V-turns. V-turns in bold. E a s t Pi. P P r e. 1-5 Southbound Ramps at La C()sta Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period: South A]2]2r (NB} North Ap~r(SB) WestAQQr {EBl 5:15 PM to Page 3 of3 East AEEr {WB) 6:15 PM ~ Thru Right Left Thru Right Left Thru Right Left Tnru Right --------- Lane Inside 1 1 1 1 Config -(left) 2 1 1 1 1 1 urations 3 1 1 4 1 5 6 Outside 7 Free-flow Lane Settings 0 1 0 2 0 1 0 :i 0 2 2 0 Capacity 0 2000 0 3600 0 1800 0 4000 0 3600 4000 0 Are the North/South phases split (Y/N)? N Are the EastlWest phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 0 0 0 368 3 184 0 498 99 609 464 0 Adjusted Hourly Volume 0 0 0 371 0 184 0 597 0 609 464 0 Utilization Factor 0.00 0.00 0.00 0.10 0.00 0.10 0.00 0.15 0,00 0.17 0.12 0.00 Critical Factors 0.00 0.10 0.15 0.17 rcu Ratio = 0.52 LOS = A Turning Movements at Intersection of: 1-5 Southbound Ramps and La Costa Avenue Time: 5:15 PM to 6:15 PM North Approach 1-5 Southbound Ramps Date: 08114/02 Day: Wednesday 555 Total Name: Matt, Bobby 555 0 Subtotals 0 Sub -184 3 368 Sub -. T~~ J ~ l. totals W e 648 ~ L s 1245 0 0 0 597 498 -... t +-464 1073 99 -. r 609 0 A North p 866 P i t r r 0 0 0 La Costa Avenue 0 Subtotals 711 0 Total ·711 Totals 1939 South Approach Note: Left'-tum volumes include U-turns. U-turns in :bold. E a s t A P P r 1-5 Northbound Ramps at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period: 7:15 AM to South Appr (NB) 8:15 AM Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 0 0 2000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 54 2 Adjusted Hourly Volume 0 56 Utilization Factor 0.00 0.03 Critical Factors ICURatio = 0.52 2 3600. N N 492 492 0.14 0.14 LOS = North Appr (SB) 0 0 0 0 0 o· 0 0 0 0 0 0 0.00 0.00 0.00 0.00 A West Appr (EB) 1 1800 156 156 0.09 0.09 1 1 2 4000 554 554 0.14 0 0 0 0 0.00 Page 2 of3 East Appr (WB) 0 0 () 0 '0.00 1 1 3 6000 710 710 0.12 1800 340 340 0.19 0.19 Turning Movements at Intersection of: 1-5 Northbound Ramps and La Costa Avenue W e S A P P r Time: 7:15 AM to 8:15 AM Date: 08114/02 Day: Wednesday Name: Doug, Matt Sub- To~ totals 764 1474 710 o Subtotals Total 156 554 0 North Approach 0 0 0 J + --.t ~ t ~ North i t 54 2 0 0 548 548 South Approach 498 0 0 l. i 492 1-5 Northboun.d Ramps 498 L 340 ~ 710 r 0 o Total Subtotals Sub - totals 1050 1046 La Costa Avenue Totals 2096 Note: Left-tum volumes include U-turns. V-turns in hold. E a s t A P P r e e 1-5 Northbound Ramps at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period: South AEEr (NB} North ApJJr (SB) West AEEr {EB} 4:30PM to Page 3 of3 East AEEf.{WB} 5:30PM ~ Thru Right Left Thru Right Left Thru Right: Left 'Thru. 'Right Lane Inside 1 1 1 Config -(left) 2 urations 3 4 ! 5 6 Outside 7 Free-flow Lane Settings 0 1 Capacity 0 2000 Are the North/South phases split (YIN)? Are the EastlWest phases split (YIN)? Efticiency Lost Factor 0.10 Hourly Volume 118 1 Adjusted Hourly Volume 0 119 Utilization Factor 0.00 0.06 Critical Factors 1 1 2 3600 N N 568 568 0.16 0.16 1 0 0 0 1 0 0 0 1800 0 0 0 182 0 0 0 182 0.00 0.00 0.00 0.10 0.00 0.10 ICU Ratio = 0.56 LOS = A Turning Movements at Intersection of: W e s t A P p r Time: 4:30 PM to 5:30 PM Date: 08114/02 Day: Wednesday Name: Doug, Matt Sub - T~ totals 894 1809 915 2 Subtotals Total 182 733 0 1-5 Northbound Ramps North Approach 543 0 0 0 ,0 0 J ~ L. --.t -.. t i-North i t r 118 568 0 0 687 687 1 1 1 1 1 1 2 0 0 3 I 4000 0 0 6000 1800 733 0 () 774 ~62 733 0 (} 774 362 0.18 0.00 0.00 0.13 0.20 0.20 and La Costa Avenue 1-5 Northbound Ramps 543 L 362 ~ 774 t 0 o Total Subtotals Sub- totals 1136 1301 ' La Cos~a Avenue Totals 2437 South Approach Note: Left-turn volumes include U-tums.l;T-tums in.bold. E a s t A P p r EI Camino Real at La Costa Avenue Lane Configuration for Intersection Capacity Utilization . Page 2 00 /j /to Pk. Hr. Time Period: South AEEr (NB) North Appr (SB) West AEl~r (EB) East AEl:~r (WB) ·-rY'·r 7:30AM to 8:30AM ~ Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Inside 1 1 1 1 1 Config -(left) 2 1 1 1 1 urations 3 1 1 1 1 1 4 1 1 1 5 1 1 1 1 i 6 Outside 7 Free-flow Lane Settings 2 3 0 2 3 0 2 2 1 1 2 0 Capacity 3600 6000 0 3600 6000 0 3600 4000 1800 1800 4000 0 Are the North/South phases split (YIN)? N Are'the EastlWest phases split (YIN)? N Efficiency Lost Factor 0.10 Hourly Volume 177 578 31 78 1117 590 473 234 191 ~2 424 208 Adjusted Hourly Volume 177 609 0 78 1707 0 473 234 191 82 632 0 Utilization Factor 0.05 0.10 0.00 0.02 0.28 0.00 0.13 0;06 0.1,1 0.05 0.16 0.00 Critical Factors 0.05 0.28 0.13 0.16 ICU Ratio = 0.72 LOS = C Turning Movements at Intersection of: El Camino Real and La Costa Avenue W e s t A P P r Time: 7:30AM to 8:30 AM North Approach Date: 08/07/02 Day : Wednesday Name: Darren, Chris, Randy, Kevin 1785 Sub - T~ totals 1189 2087 898 0 Subtotals Total ·590 j 473 ~ 234~ 191 -. i 1392 177 2 2178 South Approach 1117 + t North t 518 786 3044 0 78 ~ r 31 ·El Camino Real 1259 L 208 ..--424 t 82 Total Subtotals Sub-' totals Totals 714 0 1057 343 La CQsta Avenue Note: Left-tum volumes include U-tums. U-turns ih· bold. E a s t A P p r EI Camino Real at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period: South AEEr (NB} North Appr (SB) West AEEr (EB} 5:00PM to Page 3 of3 East Appr {WBl 6:00PM ~ Thru Right Left Thru Right Left Thru..Bi.8h!. Left Thru Right Lane Inside 1 1 Config -(left) 2 1 urations 3 1 4 1 5 1 6 Outside 7 Free-flow Lane Settings 2 3 Capacity 3600 6000 Are the North/South phases split (YIN)? Are the East/West phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 191 1135 Adjusted Hourly Volume 191 1213 Utilization Factor 0.05 0.20 Critical Factors 0.05 rcu Ratio = 0.72 Turning Movements at Intersection of: Time: 5:00 PM 1 1 1 1 1 1 1 1 1 0 2 3 0 2 0 3600 6000 0 3600 N N 78 262 1118 480 650 0 262 1598 0 650' 0.00 0.07 0.27 0.00 0.18 0.27 0.18 LOS = C EI Camino Real to 6:00PM North Approach Date: 08/07/02 Day: Wednesday 3818 Name: Darren, Chris, Randy, Kevin 1860 0 Sub-480 1118 262 Totals totals J + W l. e 963 ~ s 2366 2 650 t 1403 522 ~ t 231 t A North p t p i r r 191 1135 78 0 Subtotals 1419 1404 Total 2823 1 1 1 1 1 1 1 2 1 1 2 0 4000 L800 1800 4000 0 522 231 70 290 175 522 231 70 465 0 0.13 0.13 0.04 0.12 0.00 0.12 and La Costa Avenue EI Camino Real Total: '1958 Subtotals- Sub- totals L '- 175 ~ 290 535 r 70 0 862 La Costa Avenue Totals 1397 South Approach Note: Left-tum volumes include V-turns. lJ-turns in bold. E a s t A P p r e e Rancho Santa Fe Road at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period: 7:15 AM to South Appr (NB) 8:15 AM Lane Config - uratibns Inside (left) 2 3 4 5 6 Outside 7 Free-flow 1 1 Lane Settings 1 2 Capacity 1800 4000 Are the North/South phases split (YIN)? Are the EastIW est phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 59 576 Adjusted-Hourly Volume 59 576- Utilization Factor 0.03 0.l4 Critical-Factors 0.03 rcu Ratio = 0.57 1800 N N 5 5 0.00 LOS = North Appr (SB) 1800 14 14 0.01 A 1 1 2 4000 983 1120 0.28 0.28 0 0 137 0 0.00 West Appr (EB) 1800 236 236 0.13 0.13 1 1 2 4000 53 191 0;05 1 0 0 138 0 0.00 Page20f3 East Appr (WB) 1 1 2 0 1800 4000 0 3 74 59 3 133 0 0.00 0.03 0.00 0.03 Turning Movements at Intersection of; Rancho Santa Fe Road and La Costa Avenue W e s t A P P r Time: 7:15 AM to 8:15 AM Date: 08/07/02 Day: Wednesday Name: Bobby, Matt Sub- Totals totals 270 697 427 0 Subtotals Total 236 53 138 North Approach 1134 137 983 j ~ -.t --.-t • North i t 59 576 0 1124 640 1764 South Approach zoos 0 14 ~ r 5 Rancho SailtaFe Road 871 L 59 .-74 r 3 o Total Subtotals Sub ., totals 136 72 La Costa Avenue Totals 208 Note :I,.eft-turn volumes inchlde _ U-turns. U-turns in bold. E a s t A P p l' Rancho Santa Fe Road at La Costa Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period: South Appr (NB) 5:00 PM to 6:00PM Lane Config - urations Inside (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 2 1800 4000 Are the North/South phases split (YIN)?'. Are the EastlWest phases split (YIN)? Efficiency Lost Factor 0.10 Hourly Volume 187 982 Adjusted Hourly Volume 187 982 Utilization Factor 0.10 0.25 Critical Factors 0.10 ICURatio = 0.58 , 1 1800 N N 7 7 0.00 LOS = North Appr (SB) 2 0 1800 4000 0 62 674 177 62 851 0 0.03 0.21 0.00 0.21 A West Appr (EB) 1800 243 243 0.14 0.14 1 1 2 4000 106 211 0.05 '0 0 105 0 0.00 Page 3 of3 East Appr (WE) ' 1 1800 76 76 0.04 1 1 2 4000 64 III 0.03 0.03 O· 0 47 0 0.00 Turning Movements at Intersection of: Rancho Santa Fe Road and La Costa Avenue Time: 5:00 PM to 6:00 PM North Approach Date: 08/07/02 Day: Wednesday Name: Bobby, Matt 913 Sub-177 674 To~ totals J ~ W e 427 -.t s 881 0 243 t 454 106 ~ t 105 ----. A North P t p i r 187 982 1 Subtotals 792 1176 Total 1968 South Approach 2185 0 62 ~ r 7 \ Rancho Santa Fe:Road 1272 L 47, -+--64 r 76 Total. Subtotals Sub - tota15 Totals 187 64 426 239 La Costa Avenue Note: Left-tum volumes include' U-tlJrns. U-turns in bold. g a. s t A P p r f ;. I ; 'i ./ I. 2002 TRAfFaC iViONiTORiNG PROGRAM AVERAGE DAH. Y TRAffiC VOlUJ\itES Legend: D Mid-Block Count Location xx,xxx Mid-Block Average Daily Traffic (ADT) N \V-$--E S NqT TO SCALE Figure B-1 HCS2000: Signaliljd Analyst: USAI Intersections Release 4 .1b ~ Inter.: LA COSTA AVE./I~ SB RAMPS Area Type: All other areas Agency: CARLSBAD Date: 05/16/03 Period: AM PEAK 8/14/02 Project ID: E/W St: LA COSTA AVENUE Jurisd: EXISTING Year CALSO CONDOS N/S St: 1-5 SOUTHBOUND RAMPS SIGNALIZED INTERSECTION SUMMARY r 1 I Eastbound No. Lanes 1 LGCon;Eig I Volume I Lane Width 1 RTOR Vol I L 0 Duration 0.25 T 2 T 372 12.0 Phase Combination EB Left 1 Thru Right Peds WB Left Thru Right Peds NB Right SB Right Green Yellow All Red A A 30.0 3.0 1.0 R 1 R 83 12.0 50 Area 2 A A A 28.0 3.0 1.0 1 Westbound I Northbound 1 L T R 1 L T R I I 1 2 2 0 1 0 0 0 I L T 1 1479 223 I 112.0 12.0 1 1 1 Type: All other areas Signal Operations 3 4 1 1 NB I I I 1 SB 1 1 I 1 EB I WB Left Thru Right Peds Left Thru Right Peds Right Right 5 A A A 30.0 3.0 1.0 1 Southbound I L T R I 1 1 1 1 1 L LT R 1353 4 164 112.0 12.0 12.'0 1 b 6 7 8 1 I 1 ' 1 I, I 1 1 Cycle Length: 100.0 secs Intersection Performance Summary =---,-~~--------~ -----~----~-------------Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) Eastbound T R 1043 443 .westbound L 1030 T 2310 Northbound Southbound L 531 LT 561 R 475 3725 1583 3433 3725 1770 1869 1583 Intersection Delay vic 0.40 0.08 0.52 0.11 0.37 0.36 0.38 = 19.0 g/C 0.28 0.28 0.30 0.62 0.30 0.30 0.30 Delay LOS 21. 8 19.7 21.2 1.0 20.1 20.0- 28.2 C B C A C B C Delay LOS' 21.7 C 14.8 B ~2.6 C (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 B ~ __________________________ OPERATIONAL ANALYSIS ____ --__________ ~~~ __ ~~ HCS2000: Signal4ljd Analyst: USAI Agency: CARLSBAD Date: 05/16/03 Period: PM PEAK 8/14/02 Project ID: E/W St: LA COSTA AVENUE Intersections Release 4.1b ... Inter.: LA COSTA AVE./~ SB ~PS Area Type: All other areas Jurisd: EXISTING Year CALSO CONDOS N/S St: 1-5 SOUTHBOUND RAMPS SIGNALIZED INTERSECTION SUMMARY Eastbound I Westbound I Northbound I Southbound No. Lanes LGConfig Volume Lane Width RTOR Vol L 0 Duration 0.25 Phase Combination EB Left Thru Right Peds WB Left Thru Right Peds NB Right SB Right T 2 T 498 12.0 1 A A Green 30.0 Yellow 3.0 All Red 1.0 R 1 R 94 12.0 50 Area 2 A A A 28.0 3,0 1.0 I L r R I L I I I 2 2 0 I 0 I L T 1 1609 464 1 112.0 12.0 1 1 1 Type: All other areas Signal Operations 3 4 1 1 NB Left I Thru I Right I Peds 1 SB Left I Thru 1 Right I Peds / EB Right / WB Right T 0 5 A A A 30.0 3.0 1.0 R 0 6 1 L T I I 1 1 1 L LT 1368 4 /12.0 12.0 I 7 8 Cycle Length: 100.0 R 1 R 184 12 .. 0 0 sec::s Intersection Performance Summary =---~~~~-------------~----~~--~~-------Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (8) vic glC Delay LOS Delay LOS Eastbound T R Westbound 1043 443 L 1030 T 2310 Northbound Southbound L 531 LT 561 R 475 3725 1583 3433 3725 1770 1869 1583 0.53 0.11 0.66 0.22 0.39 0.37 0.43 Intersection Delay = 18.4 0.28 0.28 23.1 19.9 C B 0.30 0.62 23.3 C 1.2 A 0.30 20.3 0.30 20.1 0.30 28.7 C C C 22.8 C 13.7 B 23.0 C (sec/veh) Intersection LOS ~ B HCS2000: Signalized Intersections Release 4.1b Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 _____________________________ OPERATIONAL ANALYSIS ____________ ~ ____ ~ __ ~~ ___ HC~~UUU: Signal4lfd Analyst: USAI Agency: CARLSBAD Intersections Release 4.1b Inter.: LA COSTA AVE./~ NB-RAMPS Area Type: All other areas Date: 05/16/03 Period: AM PEAK 8/14/02 Project ID: E/W St: LA COSTA AVENUE SIGNALIZED Jurisd: EXISTING NO PROJECT Year CALSO CONDOS N/S St: 1-5 NORTHBOUND RAMPS INTERSECTION SUMMARY I Eastbound I Westbound I Northbound Southbound No. Lanes LGConfig Volume Lane Width RTOR Vol Duration I L I / 1 / L 1156 /12.0 / 0.25 T R 2 0 T 554 12.0 Area Phase Combination 1 2 EB LeIt A Thru A Right Peds WE Left Thru Right Peds NB Right A A I L T R I L T I / I 0 3 1 I 0 1 / T R / LT I 710 340 154 2 I 12.0 12.0 / 12.0 I 0 / Type: All other areas Signal Operations 3 4 / 5 I NB Left A / Thru A I Right A / Peds I SB Left / Thru I Right / Peds / EB Right / WB Right sa Right Green Yellow All Red 15.0 30. 0 3~. 0 3.0 3.0 3.0 1.0 1.0 1.0 R L T R 2 0 0 -0 R 492 12.0 0 6 7 8 I I / / /' / I / Cycle Length: 90.0 secs Intersection Performance Summary ~--~~~--------~ -----~--~~------------~ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS Eastbound L 295 T 1242 Westbound T R 1784 528 Northbound LT R 686 991 Southbound 1770 3725 5353 1583 1870 2787 0.59 0.50 0.44 0.72 0.09 0.55 0.17 0.33 0.33 0.33 0.37 0.36 33.0 16.3 15.8 30.9 11.5 23.9 C B B C B C 20.0-B 20.7 C 22.7 C Intersection Delay = 20.9 (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b '. Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 c __ ~ _________________________ OPERATIONAL ANALYSIS ______________ ~ __ ~ ______ __ HC~~UUU: Signa~4lid Analyst: USAI Agency: CARLSBAD Date: 05/16/03 Period: PM PEAK 8/14/02 Project ID: E/W St: LA COSTA AVENUE SIGNALIZED Intersections Release 4.1b ... Inter.: LA COSTA AVE./~ NB Area Type: All othe·r areas Jurisd: EXISTING NO PROJECT Year CALSO CONDOS N/S St: 1-5 NORTHBOUND RAMPS INTERSECTION SUMMARY ~PS I Eastbound I Westbound I Northbound Southbound 1 L T R 1 L T R I L T R L T R I 1 I No. Lcmes I 1 2 0 1 0 3 1 1 0 1 2 0 0 0 LGConfig 1 L T 1 T R 1 LT R Volume 1182 733 1 774 362 1118 2 568 Lane Wiclth 112.0 12.0 I 12.0 12.0 I 12.0 12.0 RTOR Vol I I 0 I 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 I 5 6 7 8 EB Left A I NB Left A Thru A I Thru A Right I Right A Peds I Peds WB Left I SB Left Thru A I Thru Right A 1 Right Peds I Peds NB Right I EB Right SB Right I WB Right Green 15.0 30.0 33.0 Yellow 3.0 3.0 3.0 All Red 1.0 1.0 1.0 Cycle Length: 90.0 secs Intersection Performance Summary ~--,-~~--------~ -----~----~~----------~ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS Eastbound L 295 T 1242 Westbound T R 1784 528 Northbound LT R 685 991 Southbound 1770 3725 5353 1583 1869 2787 0.68 0.66 0.48 0.76 0.19 0.64 0.17 0.33 0.33 0.33 0.37 0.36 37.0 18.3 16.1 33.2 12.1 25.5 D B B C B C 22.0 c 21. 6 C 23.2 c Intersection Delay = 22.1 (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 C _____________________________ OPERATIONAL ANALYSIS~. ____ ------------------------ HCS2000: Signa~ed Analyst: USAI Intersections Release 4.1b I Inter.: EL CAMINO REAL COSTA AVENUE Agency: CARLSBAD Area Type: All other areas Date: 04/18/03 Period: EXISTING AM PEAK 8/7/02 Project ID: E/W St: LA COSTA AVENUE SIGNALIZED Jurisd: Year CALSO CONDOS N/S St: EL CAMINO REAL INTERSECTION SUMMARY I Eastbound I Westbound 1 Northbound 1 Southbound 1 L T R 1 L T R I L T R I L 1 1 1 I No. Lanes I 2 2 1 I 1 2 0 1 2 3 0 1 2 LGConfig 1 L T R I L TR I L TR I L Volume 1473 234 191 182 424 208 1177 578 31 178 Lane Width 112.0 12.0 12.0 112.0 12.0 112.0 12.0 112.0 RTOR Vol I 50 I 25 1 0 1 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 I 5 6 7 EB Left A 1 NB Left A Thru A I Thru A Right A 1 Right A Peds I Peds WB Left A 1 SB Left A Thru A I Thru A Right A I Right A Peds 1 Peds NB Right I EB Right SB Right I WB Right Green 25.0 24.0 15.0 40.0 Yello.w 3.0 3.0 3.0 3.0 All Red 1.0 1.0 1.0 1.0 Cycle Length: Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Dela,y LOS Eastbound L 715 3433 0.70 0.21 39.2 D T 745 3725 0.33 0.20 34.5 C 37.5 D R 317 1583 0.47 0.20 36.4 D Westbound L 369 1770 0.23 0.21 32.9 C TR 711 3557 0.90 0.20 53.4 D 51.0 D Northbound L 429 3433 0.143 0.13 44.6 D TR 1771 5312 0.36 0.33 20.3 C 25.8 C Southbound L 429 3433 0.19 0.13 42.8 D TR 1715 5145 0.93 0.33 34.8 C 35.2 D Intersection Delay = 36.6 (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail : usai@urbansystems.net Fax: OPERATIONAL ANALYSIS 619/560-9734 T R 3 0 TR 1117 590 12.0 200 8 120.0 secs D ------------------------------------------------------~- HC~~UUU: Signa~4Ifd Analyst: USAI Agency: CARLSBAD Intersections Release 4.1b Inter.: EL CAMINO REALI COSTA AVENUE Area Type: All other areas Date: 04/18/03 Period:. EXISTING PM PEAK 8/7/02 Project ID: E/W St:.LA COSTA AVENUE SIGNALIZED Jurisd: EXISTING Year CALSO CONDOS N/S St: EL CAMINO REAL INTERSECTION SUMMARY 1 Eastbound 1 Westbound 1 Northbound 1 Southbound 1 L T R 1 L T R I'L T R' 1 L 'T R 1 1 1 1 No. Lanes 1 2 2 1 1 1 2 0 1 2 3 0 1 2 3 0 LGConfig I L T R 1 L TR 1 L TR 1 L TR Volume 1650 522 231 170 290 175 1191 1135 78 1262 . 1118 480 Lane Width 112.0 12.0 12.0 112.0 12.0 112.0 12.0 112.0 RTOR Vol 1 50 1 25 1 37 1 Duration 0.25 Area Type: All other areas Signal Operations Phas~ Combination 1 2 3 4 1 5 6 7 EB Left A 1 NB Left A Thru A I Thru ·A Right A 1 Right A Peds 1 Peds WE Left A 1 SB Left A Thru A 1 Thru A Right A 1 Right A Peds 1 Peds NB Right 1 EB Right SB Right 1 WB Right Green 25.0 20.0 15.0 44.0 Yellow 3.0 3.0 3.0 3.0 All Red 1.0 1.0 1.0 1.0 Cycle Length: Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS Eastbound L 715 3433 0.96 0.21 62.2 E T 621 3725 0.88 0.17 56.6 E 58.5 E R 264 1583 0.72 0.17 50.5 D Westbound L 369 1770 0.20 0.21 32.6 C TR 589 3535 0.79 0.17 48.5 D 46.3 D Northbound L 429 3433 0.47 0.13 45.0 D TR 1953 5325 0.63 0.37 19.9 B 23.4 C Southbound L 429 3433 0.64 0.13 48.5 D TR 19.04 5192 0.77 0.37 22.7 C 26.7 C Intersection Delay = 36.6 (sec/veh) Intersection. LOs HCS2000: Signalized Intersections Release 4.1b Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 12.0 200 8 120.0 D secs _____________________________ OPERATIONAL ANALYSIS __________________________ --- ~ntersections Release 4.1b ~ tlC~LUUU: ~lgna~lIid Analyst: USAI Agency: CARLSBAD Inter.: LA COSTA AVE./~NCHO;SANtA FE Area Type: All oth&r areas Date: 05/16/03 Period: AM PEAK /8/07/03 Project 10: E/W St: LA COSTA AVENUE Jurisd: EXISTING NO PROJECT Year CALSO CONDOS N/S St: RANCHO SANTA FE RD. SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound 1 Northbound 1 Southbound· I· L T R I L T R 1 L T R I L T ·R 1 I 1 I No. Lanes 1 1 2 0 1 1 2 0 1 1 2 1 I 1 2 0 LGConfig 1 L TR 1 L TR 1 L T R 1 L TR I l I 1 1 Volume 1236 53 138 13 74 59 159 576 5 114 983 137 1 Lane Width 112.0 12.0 112.0 12.0 112.0 12.0 12.0 112.0 12,0 1 RTOR Vol 1 0 1 0 1 0 I 0 1 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 I 5 6 7 8 EB Left A 1 NB Left A Thru A 1 Thru A Right A 1 Right A Peds I Peds WB Left A 1 SB Left A Thru A 1 Thru. A Right A 1 Right A Peds 1 Peds NB Right I EB Right SB Right 1 WB Right Green 18.0 14 .0 6.0 40.0 Yellow 3.0 3.0 3.0 3.0 AIL Red 1.0 1.0 1.0 1.0 Cycle Length: 94.0 sees Intersection Performance Summary ~--~~~--------~ -----~----~------~~---Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS Eastbound L 339 1770 0.77 0.19 40.9 D TR 495 3322 0.43 0.15 32.7 C 37.3 0 Westbound L 339 1770 0.01 0.19 25.9 C TR 518 3476 0.29 0.15 31.7 C 31.6 C Northbound L 113 1770 0.58 0.06 48.4 D T 1585 3725 0.40 0.43 9.6 A 13.3 B R 657 1583 0.01 0.41 16.2 B Southbound L 113 1770 0.14 0.06 40.3 0 TR 1556 3657 0.80 0.43 15.0 B 15.3 B Intersection Delay = 19.7 (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: OPERATIONAL ANALYSIS 619/560-9734 B -------------------------------------------------------~- HCS2000: Signal~d Analyst: USAI Agency: CARLSBAD Date: D5/16/03 Period: PM PEAK /8/07/03 Project ID: E/W St: LA COSTA AVENUE Intersections Release 4.1b ... Inter.: LA COSTA AVE./~CHO Area Type: All other areas Jurisd: EXISTING NO PROJECT Year CALSO CONDOS N/S St: RANCHO SANTA FE RD. SIGNALIZED INTERSECTION SUMMARY SANTA 'FE 1 Eastbound 1 Westbound 1 Northbound 1 Southbound 1 1 L T R 1 L T R 1 L T R 1 L 1 1 1 1 No. Lanes 1 1 2 0 1 1 2 0 1 1 2 1 1 1 LGConfig 1 L TR 1 L TR 1 L T R 1 L Volume 1243 106 105 176 64 47 1187 982 7 162 Lane Width 112.0 12.0 112.0 12.0 112.0 12.0 12.0 112.0 RTOR Vol 1 0 1 0 1 0 1 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 1 5 6 7 EB Left A 1 NB Left A Thru A 1 Thru A Right A 1 Right A Peds 1 Peds WE Left A 1 SB Left A Thru A 1 Thru A Right A 1 Right A Peds 1 Peds NB Right 1 EB Right SB Right 1 WB Right Green 18.0 14.0 16.0 36.0 Yellow 3.0 3.0 3.0 3.0 All Red 1.0 1.0 1.0 1.0 Cycle Length: Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS Eastbound L 319 1770 0.85 0.18 52.5 D TR 483 3447 0.49 0.14 36.2 D 44.9 D Westbound L 319 1770 0.26 0.18 30.6 C TR 488 3489 0.25 0.14 34.,4 C 32.9 C Northbound L 283 1770 0.73 0.16 44.5 D T 1341 3725 0.81 0.36 22.1 C 25.6 C R 554 1583 0.01 0.35 21.2 C Southbound L 283 1770 0.24 0.16 32.5 C TR 1299 3609 0.73 0.36 19.5 B 20.3 C Intersection Delay = 27.6 (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b . ''C·" Lu:· .; .. Urban Syste.ms 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 Fax: 619/560-9734 E-Mail: usai@urbansystems.net T R 1 1 2 0 1 TR 1 674 177 1 12.0 1 0 1 8 100.0 secs C _____________________________ OPERATIONAL ANALYSIS ________ --------~----------- HCS2000: Signal4iid Analyst: USAI Agency: CARLSBAD Date: 05/16/03 Pe:riod: AM PEAK Project 10: Intersections Release 4.1b . Inter.: LA COSTA AVE./fltDENCIA Area Type: All other areas Jurisd: EXISTING NO PROJECT Year CALSO CONDOS E/W St: LA COSTA AVENUE N/S St: CADENCIA ST. SIGNALIZED INTERSECTION SUMMARY 1 Eastbound 1 Westbound 1 Northbound 1 Southbound 1 L T R 1 L T R 1 L T R 1 L T I 1 1 1 No. I,.anes I 1 1 0 1 1 2 0 1 0 1 0 1 0 1 LGConfig 1 L TR 1 L TR 1 LTR 1 LTR VolUI\le 123 439 4 16 364 26 14 3 27 1103 7 Lane Width 112.0 12.0 112.0 12.0 I 12.0 1 12.0 RTOR Vol 1 0 1 0 1 0 1 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A NB Left A Thru A Thru A Right A Right A Peds Peds WB Left A SB Left A Thru A Thru A Right A Right A Peds Peds NB Right EB Right SB Right WB Right Green 45.0 25.0 Yellow 3.0 3.0 All Red 1.0 1.0 Cycle Length: 78.0 Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS Eastbound L 521 903 0.05 0.58 0.9 A TR 1130 1958 0.41 0.58 1.3 A 1.3 A Westbound L 506 877 0.01 0.58 0.8 A TR 2127 3686 0.19 0.58 1.0 A 1.0 A Northbound LTR 544 1698 0.07 0.32 12.7 B 12.7 B Southbound LTR 460 1434 0.43 0.32 15.0 B 15.0 B Intersection Delay = 3.9 (sec/veh) Intersection LOS = A HCS2000: Signalized Intersections Release 4.1b .:';' L· ... ; ..... .::;, 'Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 R 0 69 0 ST. 1 I .1 1 1 1 '1 ,I secs ______ ~--------------__ ----___ OPERATIONAL ANALYSIS ____________________ ~~ ____ __ HCS20UU: Signalllfd Analyst: USAI Agency: CARLSBAD Date: 05/16/03 Period: PM PEAK Project 10: E/W St: LA COSTA AVENUE Intersections Release 4.1b Inter.: LA COSTA AVE./~DENCIA Area Type: All other areas Jurisd: EXISTING NO PROJECT Year CALSO CONDOS N/S St: CADENCIA ST. SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southb0und ST. I L T R I L T R I L T R I L ' T ·R· I I 1 I No. Lanes I 1 1 0 I 1 2 0 1 0 1 0 I 0 1 LGConfig 1 L TR 1 L TR I LTR 1 LTR Volume 159 442 6 114 378 61 15 1 10 132 2 Lane Width 112.0 12.0 112.0 12.0 1 12.0 I 12.0 RTOR Vol I 0 I 0 1 0 1 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 I 5 6 7 EB Left A I NB Left A Thru A 1 Thru A Right A 1 Right A Peds I Peds WB Left A I SB Left A Thru A 1 Thru A Right A 1 Right A Peds 1 Peds NB Right 1 EB Right SB Right 1 WB Right Green 45.0 25.0 Yellow 3.0 3.0 All Red 1.0 1.0 Cycle Length: 78.0 Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay tos Eastbound L 494 857 0.13 0.58 1.0 A TR 1128 1956 0.42 0.58 1.3 A 1..3 A Westbound L 503 872 0.03 0.58 0.9 A TR 2102 3644 0.22 0.58 1.0 A :\..0 A Northbound LTR 537 1674 0.03 0.32 12.5 B 12.5 B Southbound LTR 517 1612 0.22 0.32 13.5 B 13.5 B Intersection Delay = 2.6 (sec/veh) Intersection LOS = A HCS2000: Signalized Intersections Release 4.1b J.tH.l lol!., ,r!~ ;'~,J _ "'- Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 Fax: 619/560-9734 E-Mail: usai@urbansystems.net 8 0 TO 0 secs __ ~ _________________________ OPERATIONAL ANALYSIS ________________________ ~~ La Costa Condominiums Calso Limited #003398 APPENDIXB EXISTING PLUS PROJECT • ©Urban Systems Associates, Inc. May 16,2003 Page 1 of 11 3398~rpt-051603. wpd HCS~UUU: Signalized e Intersectlons Kelease 4.1b Inter.: LA COSTA AVE .1. SB ,RAMPS Area Type: All other areas' Jurisd: EXISTING PLUS PROJECT Analyst: USAI Agency: CARLSBAD Date: 05/16/03 Period: AM PEAK 8114102 Project 10: EIW St: LA COSTA AVENUE Year CALSO CONDOS NIS St: 1-5 SOUTHBOUND RAMPS SIGNALIZED INTERSECTION SUMMARY Eastbound NO. Lanes LGConfig Volume Lane Width RTOR Vol L 0 Duration 0.25 T 2 T 372 12.0 Phase Combination EB Left 1 Thru Right Peds WE Left Thru Right Peds NB Right SB Right Green Yellow All Red A A 30.0 3.0 1.0 R 1 R 83 12.0 50 Area 2 A A A 28.0 3.0 1.0 I Westbound I Northbound I L T R I L I 1 I 2 2 0 I 0 I L T I 1488 223 I 112.0 12.0 1 I 1 Type: All other areas Signal Operations 3 4 1 I NB Left 1 Thru I Right I Peds I SB Left I Thru I Right I Peds t EB Right I WB Right T 0 5 A A A 30.0 3.0 R 0 I Southbound I L T R I I 1 I' 1 I L LT R 1354 4 164 112.0 12.0 12.0 1 0 6 7 8 I I I I I I ' I I 1.0 Cycle Length: 100.0 sees Intersection Performance Summary ~--~~~--------~ -----~----~------------~ Apprl Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp. Capacity (s) Eastbound T 1043 R 443 Westbound L 1030 T 2310 Northbound Southbound L 531 LT 561 R 475 3725 1583 3433 3725 1770 1869 1583 Intersection Delay vic 0.40 0.08 0.53 0.11 0.37 0.36 0.38 = 19.0 g/C 0.28 0.28 0.30 0.62 0.30 0.30 0.30 Delay LOS 21.8 19.7 21.3 1.0 20.1 20.0- 28.2 C B C A C B C Delay LOS 21.7 C 14.9 B 22.6 C (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 B _____________________________ OPERATIONAL ANALYSIS ______________________ ------- HCS~OOO: Signa~lIed Analyst: USAI Agency: CARLSBAD Date: 05/16/03 Period: PM PEAK 8/14/02 Project 10: E/W St: LA COSTA AVENUE No. ;Lanes LGConfig Volume Lane Width RTOR Vol Intersections Release 4.lb • Inter.: LA COSTA AVE. II SB RAMPS Area Type: All other areas Jurisd: EXISTING PLUS PROJECT Year CALSO CONDOS _N/S St: 1-5 SOUTHBOUND ~PS 1 southbound 1 1 L T R 1 1 1 --C::--~--:"----I 1 1 1 1 1 L LT R I 1373 4 184 t 112.0 12.0 12.0 'I 1 01 Duration 0.2"5--' --Area Typ-e:'All: other 'arEra~" ~ ____ =-~~~~~~ __ ~~---Signal Operations ____ ~----~--~~~~~----~-Phase Combination 1 2 3 4 1 5 6 7' 8 EB Left 1 NB Left WB Thru Right Peds Left Thru Right Peds NB Right SB Right Green Yellow All 'Red A A 30.0 3.0 1.0 A A A 28.0 3.0 1.0 1 1 1 1 SB 1 1 1 1 EB I WB Thru Right Peds Left Thru Right Peds Right Right A A A 30.0 3.0 1.0 Cycle Length: 100.0 secs Intersection Performance Summary =---~~~--------~ -----~----~------~----~ Appr/ Lane Adj Sat Ratios Lane Group ~pproach Lane Group Flow Rate Grp Capacity (s) Eastbound T 1043 R 443 Westbound L 1030 T 2310 Northbound Southbound 3725 1583 3433 3725 L 531 1770 LT 561 1869 R 475 1583 Intersection Delay vic 0.53 0.11 0.66 0.22 0.39 0.38 0.43 = 18.4 g/C 0.28 0.28 0.30 0.62 Delay LOS 23.1 C 19.9 B 23.4 C 1.2 A 0.30 20.3 C C C 0.30 20.2 0.30 28.7 Delay LOS 22.$ C 13.8 B 23.0 C (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.lb Urban Systems 4540 ,Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 B _____________________________ OPERATIONAL ANALYSIS ____ ~~------------------~ HCS2000: Signa1lted Analyst: USAI Agency: CARLSBAD Intersections Release 4.1b 4It Inter.: LA COSTA AVE./I-5 NB RAMPS Area Type: All other areas Date: 05/16/03 Period: AM PEAK 8/14/02 Project ID: E/W St: LA COSTA AVENUE SIGNALIZED Jurisd: EXISTING WITH PROJECT Year CALSO CONDOS N/S St: 1-5 NORTHBOUND RAMPS INTERSECTION SUMMARY I Eastbound I Westbound I Northbound Southbound No. Lanes LGConfig Volume Lane Width RTOR Vol Duration 1 L I 1 1 / L 1156 /12.0 1 0.25 T R 2 0 T 555 12.0 Area Phase Combination 1 2 EB Left A Thru A Right Peds WB Left Thru Right Peds NB Right A A 1 L T R I L T / 1 1 0 3 1 / 0 1 / T R 1 LT / 719 345 /54 2 / 12.0 12.0 1 12.0 1 0 I Type: All other areas Signal Operations 3 4 / 5 I NB Left A / Thru A I Right A / Peds 1 SB Left / Thru I Right / Peds I EB Right I WB Right SB Right Green Yellow All Red 15.0 30.0 33.0 3.0 3.0 3.0 1.0 1.0 1.0 R L T R 2 0 0 0 R 494 12.0 0 6 7 8 1 1 / / 1 / I I Cycle Length: 90.0 seGs Intersection Performance Summary =-~~~~--------~ -----~----~--------------Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS Eastbound L 295 T 1242 Westbound T R 1784 528 Northbound LT R 686 991 Southbound 1770 3725 5353 1583 1870 2787 0.59 0.50 0.45 0.73 0.09 0.55 0.17 0.33 0.33 0.33 0.37 0.36 33.0 16.3 C B 15.9 B 31.3 C 11.5 24.0 B C 20.0-B 20.9 C 22.7 C Intersection Delay = 21.0 (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 C ______ ~ _____________________ OPERATIONAL ANALYSIS __________________________ ___ HCS~UUU: Signallled Analyst: USAI Agency: CARLSBAD Intersections Release 4.1b. Inter.: LA COSTA AVE./ -NB RAMPS Area Type: All other areas Date; 05/16/03 Period: PM PEAK Project :tD: E/W St: LA COSTA AVENUE Jurisd: EXISTING WITH PROJECT Year CALSO CONDOS N/S St: 1-5 NORTHBOUND RAMPS SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound Southbound 1 L T R 1 L T R 1 L T R L T R I 1 1 No. Lanes 1 1 2 0 1 0 3 1 1 0 1 2 0 0 0 LGC6nfig I L T I T R I LT R Volume 1182 738 1 778 364 1118 2 578 Lane Width /12.0 12.0 I 12.0 12.0 / 12.0 12.0 RTOR Vol 1 1 0 I 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6-7 8 EB Left A NB Left A Thru A Thru A Right Right A Peds Peds WB Left SB Left Thru A Thru Right A Right Peds Peds NB Right EB Right SB Right WB Right Green 15.0 30.0 33.0 Yellow 3.0 3.0 3.0 All Red 1.0 1.0 1.0 I I 1 I I I I / Cycle Length: 90.0 s,ecs Intersection Performance Summary , Appr/ Lane Grp Lane Group Capacity Adj Sat Ratios Lane Group Approach Eastbound L 295 T 1242 Westbound T R 1784 528 Northbound LT 685 R 991 Southbound Flow Rate (s) 1770 3725 5353 1583 1869 2787 vic 0.68 0.66 0.48 0.77 0.19 0.65 g/C 0.17 0.33 0.33 0.33 0.37 0.36 Delay 37.0 18.4 16.1 33.5 12.1 25.8 LOS D B B C B C Delay LOS 22.1 C 21. 6 C 23.4 C Intersection Delay = 22.2 (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 C _______________________________ OPERATIONAL ANALYSIS ____________________________ _ Intersections Release 4. 1b • HCS2000: Signatljed Analyst: USAI Agency: CARLSBAD Inter.: EL CAMINO REAL~A COSTA AVENUE Area Type: All other areas Date: 04/18/03 Jurisd: EXISTING PLUS PROJECT Period: EXISTING AM PEAK 8/7/02 Project ID: E/W St: LA COSTA AVENUE Year CALSO CONDOS N/S St: EL CAMINO REAL SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I 1 L T R I L T R 1 L T R I L I I 1 I No. Lanes 1 2 2 1 I 1 2 0 I 2 3 0 I LGCqnfig 1 L T R I L TR 1 L TR I L Volume 1473 237 191 185 438 216 1177 578 32 180 Southbound T R 2 3 ·0 TR 1117 590 Lane Width 112.0 12.0 12.0 112.0 12.0 112.0 12.0 112.0 12.0 RTOR Vol 1 50 I 25 I 0 I 200 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 I 5 6 7 8 EB Left A I· NB Left A Thru A 1 Thru A Right A 1 Right A Peds I Peds WB Left A I SB Left A Thru A I Thru A Right A I Right A Peds 1 Peds NB Right 1 EB Right SB Right I WB Right Green 25.0 24.0 15.0 40.0 Yellow 3.0 3.0 3.0 3.0 All Red 1.0 1.0 1.0 1.0 1 I 1 I I I I 1 Cycle Length: 120.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS Eastbound L 715 3433 0.70 0.21 39.2 D T 745 3725 0,33 0.20 34.6 C 37.5 D R 317 1583 0.47 0.20 36.4 D Westbound L 369 1770 0.24 0.21 33.0 C TR 711 3556 0.93 0.20 58.3 E 55.3 E Northbound L 429 3433 0.43 0.13 44.6 D TR 1770 5310 0.36 0.33 20.4 C 25.8 C southbound L 429 3433 0.20 0.13 42.8 D TR 1715 5145 0.93 0.33 34.8 C 35.2 D Intersection Delay = 37.4 (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 D _____________________________ OPERATIONAL ANALYSIS __________________ --____ ~ ___ HC~~UUU: ~igna~ized e Analyst: USAI Agency: CARLSBAD Intersections Release 4.1b Inter.: EL CAMINO REAL~ COSTA AVENUE Area Type: All other areas Date: 04/18/03 Period: EXISTING PM PEAK 8/7/02 Project ID: E/W St: LA COSTA AVENUE SIGNALIZED Jurisd: EXISTING PLUS PROJECT Year CALSO CONDOS N/S St: EL CAMINO REAL INTERSECTION SUMMARY 1 Eastbound 1 Westbound I Northbound 1 Southbound I I L T R I L T R 1 1 T R [ L I I I I No. Lanes I 2 2 1 I 1 2 0 1 2 3 0 1 2 LGConfig r L T R I L TR 1 L TR 1 L Volume 1650 537 231 171 296 179 1191 1135 81 1270 Lane Width 112.0 12.0 12.0 112.0 12.0 112.0 12.0 112.0 RTOR Vol 1 50 1 25 1 37 1 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 EB Left A NB Left A T.hru A Thru A Right A Right A Peds Peds WB 1eft A SB Left A Thru A Thru A Right A Right A Peds Peds NB Right EB Right SB Right WB Right Green 25.0 20.0 15.0 44.0 Yellow 3.0 3.0 3.0 3.0 All Red 1.0 1.0 1.0 1.0 Cycle Length: Intersection Performance Summary . Appr/ Lane Adj Sat Ratios 1ane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay 10S Delay LOS Eastbound L 715 3433 0.96 0.21 62.2 E T 621 3725 0.91 0.17 60.1 E 59.8 E R 264 1583 0.72 0.17 50.5 D Westbound L 369 1770 0.20 0.21 32.7 C TR 589 3534 0.80 0.17 49.7 D 47.4 D NorthQound L 429 3433 0.47 0.13 45.0 D TR 1952 5323 0.64 0.37 20.0-B 23.4 C Southbound L 429 3433 0.66 0.13 49.1 D TR 1904 5192 0.77 0.37 22.7 C 26.9 C Intersection Delay = 37.3 (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 T R 1 1 3 Q 1 TR 1 ll18 480· I 12.0 1 200 I 8 120.0 secs D _____________________________ OPERATIONAL ANALYSIS __________________________ __ Intersections Release 4.1b ... HCS2000: Signa4ljed Analyst: USAr Agency: CARLSBAD Inter.: LA COSTA AVE.~CHOSANTA FE Area Type: All other 'areas Date: 05/16/03 Period: AM PEAK /8/07/03 Project 10: E/W St: LA COSTA AVENUE Jurisd: EXISTING WITH PROJECT Year CALSO CONDOS N/S St: RANCHO SANTA FE RD. SIGNALIZED INTERSECTION SUMMARY 1 Eastbound 1 Westbound 1 Northbound 1 Southbound . 1 1 L T R 1 L T R 1 L T R 1 L 1 1 1 1 No. Lanes 1 1 2 0 1 1 2 0 1 1 2 1 1 1 LGConfig 1 L TR 1 L TR 1 L T R 1 L Volume 1239 53 140 13 74 59 160 576 5 114 Lane Width 112.0 12.0 112.0 12.0 112.0 12.0 12.0 112.0 RTOR Vol 1 0 1 0 1 0 1 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 EB Left A NB Left A Thru A Thru A Right A Right A Peds Peds WE Left A SB Left A Thru A ThrtJ. A Right A Right A Peds Peds NB Right EB Right SB Right WB Right Green 18.0 14.0 6.0 40.0 Yellow 3.0 3.0 3.0 3.0 All Red 1.0 1.0 1.0 1.0 Cycle Length: Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS Eastbound L 339 1770 0.78 0.19 41. 9 0 TR 494 3320 0.44 0.15 32.8 C 37.8 0 Westbound L 339 1770 0.01 0.19 25.9 C TR 518 3476 0.29 0.15 31. 7 C 31. 6 C Northbound L 113 1770 0.59 0.06 49.0 0 T 1585 3725 0.40 0.43 9.6 A 13.4 B R 657 1583 0.01 0.41 16.2 B Southbound L 113 1770 0.14 0.06 40.3 0 TR 1556 3657 0.80 0.43 15.0 B 15.3 B Intersection Delay = 19.9 (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b Urban Systems 454'0 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 Fax: 619/560-9734 E-Mail: usai@urbansystems.net T R 1 1 '2 0 1 TR 1 983 138 1 12.0 1 0 1 8, 94.0 SE!CS B ________ ~ ___________________ OPERATIONAL ANALYSIS ____________________ ~------- HCS2000: Signa~ed Analyst.: USAI Agency: CARLSBAD Date: 05/16/03 Period: PM PEAK Project ID: E/W St: LA COSTA AVENUE SIGNALIZED Intersections Release 4.1b ~ Inter.: LA COSTA AVE./IRANCHO Area Type: All other areas Jurisd: EXISTING WITH PROJECT Year CALSO CONDOS N/S St: RANCHO SANTA FE RD. INTERSECTION SUMMARY SANTA FE 1 Eastbound 1 Westbound 1 Northbound 1 Southbound 1 1 L T R 1 L T R 1 L T R 1 L T R 1 1 1 1 1 1 No. Lanes 1 1 2 0 1 1 2 0 1 1 2 1 1 1 2 0 1 LGConfig 1 L TR 1 L TR 1 L T R 1 L TR 1 Volume 1245 106 106 176 64 47 1190 982 7 162 674 181 1 Lane Width 112.0 12.0 112.0 12.0 112.0 12.0 12.0 112.0 12.0 1 RTOR Vol 1 0 1 0 1 0 1 0 1 Duration 0.25 Area Type: All other area's Signal Operation~ Phase Combination 1 2 3 4 56 7 8 EB Left A NB Left A Thru A Thru A Right A Right A Peds Peds WB Left A SB Left A Thru A Thru A Right A Right A Peds Peds NB Right EB Right. SB Right WB Right Green 18.0 14.0 16.0 36.0 Yellow 3.0 3.0 3.0 3.0 All Red 1. 0 1. 0 1..0 1. 0 Cycle Length: 100.0 secs =-__ ~ __ ~ ________ ~Intersection Performance Summary ____ -= ____ ~~------------- Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Qrp Capacity (s) vic g/C Delay LOS Delay LOS Eastbound L 319 1770 0.85 0.18 53.3 D TR 482 3446 0.49 0.14 36.2 D 45.4 D Westbound L 319 1770 0.26 0.18 30.6 C TR 488 3489 0.25 0.14 34.4 C 32.9 C NOJ;:thbound L 283 1770 0.75 0.16 45.3 D T 1341 3725 0.81 0.36 22.1 C 25.8 C R 554 1583 0.01 0.35 21.2 C Southbound t 283 1770 0.24 0.16 32.5 C TR 1299 3607 0.73 0.36 19.5 B 20.4 C Intersection Delay = 27.7 (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b J~ .",; ., _ ' .. :.., .... -. Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 C __ ~ _________________________ OPERATIONAL ANALYSIS ______________ ~~ ______ ~ ___ HCS2000: Sign~ed Analyst: USAI Intersections Release 4.1b Inter.: LA COSTA AVE.~AD~NCI~ Area Type: All other areas Jurisd: EXISTING WITH PROJECT Agency: CARLSBAD Date: 05/16/03 Period: AM PEAK Project ID: E/W St: LA COSTA AVENUE 1 Eastbound No. Lanes LGConfig Volume Lane Width RTOR Vol 1 L 1 1 1 1 L 123 112.0 1 T R 1 0 TR 444 4 12.0 0 Year CALSO CONDOS N/S St: CADENCIA ST. SIGNALIZED INTERSECTION SUMMARY 1 Westbound 1 Northbound 1 South.bound I L T R 1 L T R 1 L T R 1 1 1 1 1 2 0 1 0 1 0 1 0 1 0 1 L TR 1 LTR I LTR 16 26 14 3 27 ,1103 7 69 112.0 12.0 1 12.0 1 12.0 I 0 1 0 I 0 Duration 0.25 Area Type: All other areas ST. I 1 1 1 1 1 1 1 Signal Operations ____ =-____ =-__ ~~--~~------~ ~P~h-a-s-e~C-omb~1~·n-a-,t~1~·o-n--l~--~2~, ----3 4 5 6 7 8 EB Left A NB Left A Thru A Thru A Right A Right A Peds Peds WE Left A SB Left Thru A Right A Peds NB Right SB Right Green Yellow All Red 45.0 3.0 1.0 EB WB Thru Right Peds Right Right A A A 25.0 3.0 1.0 Cycle Length: 78.0 secs Intersection Performance Summary ~--~~~--------~ -----~----~--------~---Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS Eastbound L 521 TR 1130 Westbound L 504 TR 2127 Northbound LTR 544 Southbound LTR 460 903 1958 873 3686 1698 1434 0.05 0.42 0.01 0.19 0.07 0.43 Intersection Delay = 3.9 0.58 0.58 0.58 0.58 0.32 0.32 0.9 1.3 0.8 1.0 12.7 15.0 (sec/veh) A A A A B B 1,.3 1.0 12.7 15.0 A A B B Intersection LOS = A HCS2000: Signalized Intersections Release 4.1b . n· Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 OPERAT10NAL ANALYSIS --------------------------------------~--------------~- HCS2000: Signa4lted Analyst: USAI Agency: CARLSBAD Date: 05/16/03 Period: PM PEAK Intersections Release 4.1b Inter.: LA COSTA AVE./~DENCIA Area Type: All other areas Jurisd: EXISTING WITH PROJECT Year CALSO CONDOS Project ID: E/W St: LA COSTA AVENUE N/S St: CADENCIA ST. SIGNALIZED INTERSECTION SUMMARY 1 Eastbound 1 Westbound 1 Northbound 1 Southbound I L T R I L T R I L T R 1 L 1 I 1 I No. Lanes 1 1 1 0 I 1 2 0 I 0 1 0 I 0 LGConfig I L TR 1 L TR I LTR 1 Volu,me 159 445 6 114 385 61 15 1 10 132 Lane Width 112.0 12.0 112.0 12.0 1 12.0 I RTOR Vol I 0 I 0 I 0 I Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 EB 1eft A NB Left A Thru A Thru A Right A Right A Peds Peds WB Left A SB Left A Thru A Thru A Right A Right A Peds Peds NB Right EB Right SB Right WE Right Green 45.0 25.0 Yellow 3.0 3.0 All Red 1.0 1.0 Cycle Length: Intersection Performance Summary Appr/ Lane Grp Lane Gr01;tp Capacity Adj Sat Ratios Lane Group Approach Flow Rate (s) vic g/C DeJ,.ay LOS Delay LOS Eastbound L 491 851 0.13 0.58 1.0 A TR 1128 1956 0.42 0.58 1.3 A 1.3 A Westbound L 502 870 0.03 0.58 0.9 A TR 2103 3645 0.22 0.58 1.0 A 1.0 .A Northbound LTR 537 1674 0.03 0.32 12.5 B 12.5 B Southbound LTR 517 1612 0.22 0.32 13.5 B 13.5 B Intersection Delay = 2.6 (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b OJ Y.Lnt I..lU!lCl\.rU~l_st: Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 Fax: 619/560-9734 E-Mail: usai@urbansystems.net T R 1 0 LTR 2 70 12.0 0 8 . 78.0 A ST. 1 I I I 1 1 I I secs _____________________________ OPERATIONAL ANALYSIS __________________________ __ La Costa Condominiums Calso Limited #003398 APPENDIXC YEAR 2005 ©Utban Systems Associates, Inc. May 16; 2003 Page 1 of21 3398-rpt-051603. wpd 1.1.v&J~VVV • Analyst: USAI Agency: CARLSBAD Date: 05/16/03 Period: AM PEAK Project ID: E/W St: LA COSTA AVENUE ..LJ.l.l..C.L .:n:::I...,..l....LvJ.J.O ..t.'\:C::..LCC10'i.J "':t: • ..LJ..) Inter.: LA COSTA AVE./tl SB RAMPS Area Type: All other areas Jurisd: YEAR 2005 NO PROJECT Year CALSO CONDOS N/S St: 1-5 SOUTHBOUND RAMpS SIGNALIZED INTERSECTION SUMMARY Eastbound 1 Westbound 1 Northbound 1 Southbound 1 . L T R 1 L T R I L T R I t 'r H 1 1 I 1 I No. Lanes 0 2 1 I 2 2 0 1 0 0 0 I 1 ·1 1 1 LGConfig T R 1 L T I I L LT R I Volume 410 100 1476 315 1 1369 4 90 1 Lane Width 12.0 12.0 112.0 12.0 I 112.0 12.0 14.0 1 RTOR Vol 50 1 1 1 0 1 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 I 5 6 7 8 EB Left r NB Left Thru A 1 Thru Right A I Right Peds I Peds WB Left A I SB Left A Thru A A 1 Thru A Right I Right A Peds I Peds NB Right 1 EB Right SB Right I WB Right Green 25.0 30.0 40.0 Yellow 3.0 3.0 3.0 All Red 1.0 1.0 1.0 Cycle Length: 107.0 secs Intersection Performance Summary =---~~~~-------= -----~----~-------------Appr/Lane Adj Sat Ratios Lane Group Approacp Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS Eastl.;lbund T R 1044 444 Westbound L 802 T 2054 Northbound Southbound L 662 LT 699 R 592 3725 1583 3433 3725 1770 1869 1583 Intersection Delay 0.44 0.13 0.66 0.17 0.31 0.30 0.17 = 19.8 0.28 0.28 0.23 0.55 0.37 0.37 0.37 23.7 21.4 c C 31.6 C 2.2 A 14.5 B 14.5 B 22.5 C 23.4 19.9 16.1 (sec/veh) Intersection HCS2000: Signalized Intersections Release 4.1b Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 c B B LOS Phone: 619/560-4911 Fax: 619/560-9734 E-Mail: usai@urbansystems.net B ____ ~ _______________________ OPERATIONAL ANALYSIS ____________________ ~----__ J.Lv..-.~vvv. LU L.I::!L ;:;t::!~ L..LUU::; ~e.Led::;e q • .LV Analyst: USAI Agency: CARLSBAD Date: 05/16/03 Period: AM PEAK Project ID: Inter.: LA COSTA AVE ./_ SB RAMPS Area Type: All other areas . Jurisd: YEAR 2005 PLUS PROJECT Year CALSO CONDOS E/W St: LA COSTA AVENUE N/S St: 1-5 SOUTHBOUND RAMPS SIGNALIZED INTERSECTION SUMMARY Eastbound 1 Westbound 1 Northbound I Southbound No. Lanes LGConfig Volume Lane Width RTQR Vol L 0 Duration 0.25 T 2 T 410 12.0 Phase Combination EB Left 1 Thru Right Peds WB ~e.ft Thru Right Peds NB Right SB Right Green Yellow All Red A A 25.0 3.0 1.0 R 1 R 100 12.0 50 Area 2 A A A 30.0 3.0 1.0 1 L T R I L I I 1 2 2 0 1 0 1 L T 1 1485 315 1 112.0 12.0 1 I 1 Type: All other areas Signal Operations 3 4 1 I NB Left I Thru I Right I Peds I SB Left I Thru 1 Right I Peds 1 EB Right 1 WB Right T 0 5 A A A 40.0 3.0 R 0 1.0 Cycle I L T .R 1 1 1 1 1 1 L LT R' 1370 4 90 112.0 12.0 12.0 I 0 6 7 8 Lehgth: 107.0 secs Intersection Performance Summary ~--~--~--------~ ~---=----~~--------------Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) Eastbound T 1044 R 444 Westbound L 802 T 2054 Northbound Southbound L 662 LT 699 R 592 3725 1583 3433 3725 1770 1869 1583 Intersection Delay vic 0.44 0.13 0.67 0.17 0.31 0.30 0.17 = 20.0- g/C Delay LOS Delay LOS 0.28 0.28 0.23 0.55 0.37 0.37 0.37 23.7 21.4 31. 9 2.2 14.6 14.5 22.5 (sec/veh) C C C A B B C 23.4 20.2 16.1 Intersection C C B LOS HCS2000: Signalized Intersections Release 4.1b Urban Systems 454.0 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 B _____________________________ OPERATIONAL ANALYS1S __________ ~ ______________ ___ Analyst: USAI Agency: CARLSBAD Date: 05/16/03 Period: PM PEAK Project ID: E/W St: LA COSTA AVENUE lntersections Release 4.1b, Inter.: LA COSTA AVE./ -5 SB Area Type: All other areas Jurisd: YEAR 2005 NO PROJECT Year CALSO CONDOS NIS St: 1-5 SOUTHBOUND RAMPS RAMPS SIGNALIZED INTERSECTION SUMMARY Eastbound 1 Westbound 1 Northbound 1 Southbouild 1 L T R 1 L T R 1 L T R 1 L T R 1 1 1 1 I· No. Lanes 0 2 1 1 2 2 0 1 0 0 0 1 1 1 J, 1 LGConfig T R 1 L T 1 1 L LT R 1 Volume 460 75 1301 380 1 1335 5 ],.60 1 Lane Width 12.0 12.0 112.0 12.0 1 112.0 12.0 12.0 1 RTOR Vol 50 1 1 1 0 I Duration 0.25 Area Type: All other areas Signal Operations -Phase Combination 1 2 3 4 1 5 6' 7 8 EB Left 1 NB Left Thru A .I Thru Right A 1 Right Peds 1 Peds WB Left A 1 SB Left A Thiu A A 1 Thru A Right I Right A Peds 1 Peds NB Right 1 EB Right SB Right 1 WB Right GrE:'len 30.0 35.0 40.0 Yellow 3.0 3.0 3.0 All Red 1.0 1.0 1.0 Cycle Length~ 117.0 secs Intersection Performance Summary =-~~~~--------~ -----~~~~------~-----Appr/ Lane Adj Sat Ratios Lane Group Ap~roach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS Eastbound T R Westbound 1114 474 L 880 T 2197 Nortnbound Southbound L 605 LT 639 R 541 3725 1583 3433 3725 1770 1870 1583 Intersection Delay 0.46 0.06 0.38 0.19 0.31 0.30 0.33 = 18.9 0.30 0.30 0.26 0.59 0.34 0.34 0.34 24.1 21.0 C C 27.9 C 1.4 A 18.8 B 18.7 B 28.9 C ?4.0 13.1 22.0 (sec/veh) Intersection C B C LOS HCS2000: Signalized Intersections Release 4.1b Urj:>an Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 B ____________________________ OPERATIONAL ANALYSIS ________________ ~ ________ _ lntersectlons Kelease 4.1b ... Analyst: USAI Agency: CARLSBAD Inter.: LA COSTA AVE.~5 SB RAMPS Area Type: All other areas Date: 05/16/03 Period: PM PEAK Project ID: Jurisd: YEAR 2005 WITH PROJECT Year CALSO CONDOS E/W St: LA COSTA AVENUE N/S St: 1-5 SOUTHBOUND RAMPS SIGNALIZED INTERSECTION SUMMA~Y Eastbound 1 Westbound 1 Northbound 1 Southbound L T R 1 L T R 1 L T R 1 L T R 1 1 1 No. Lanes 0 2 1 1 2 2 ·0 1 0 0 0 1 1 1 1 LGConfig T R 1 L T 1 1 L LT R VolUlIle 460 75 1305 380 1 1340 5 160 Lane Width 12.0 12.0 112.0 12.0 I 112.0 12.0 12.0 RTOR Vol 50 1 1 1 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 1 5 6 7 8 EB Left 1 NB Left Thru A 1 Thru Right A 1 Right Peds 1 Peds WE Left A 1 SB Left A Thru A A 1 Thru A Right 1 Right A Peds I Peds NB Right 1 EB Right SB Right 1 WE Right Green 30.0 35.0 40.0 Yellow 3.0 3.0 3.0 All Red 1.0 1.0 1.0 Cycle Length: 1~7.0 secs Intersection Performance Summary ~--~~~--------~ -----~----~--------~----Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS Eastbound T R 1114 474 Westbound L 880 T 2197 Northbound Southbound L 605 LT 639 R 541 3725 1583 3433 3725 1770 1870 1583 Intersection Delay 0.46 0.06 0.39 0.19 0.31 0.31 0.33 = 19.0 0.30 0.30 0.26 0.59 0.34 0.34 0.34 24.1 21. 0 C C 27.9 C 1.4 A 18.8 B 18.8 B 28.9 C 24.0 13.2 22.0 (sec/veh) Intersection C B C LOS HCS2000: Signalized Intersections Release 4.1b ..... Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 B _____________________________ OPERATIONAL ANALYSIS ______________ ~ ______ ~ __ ___ intersectlons Ke~ease 4.1b ... Analyst: USAI Agency: CARLSBAD Inter.: LA COSTA AVE.~5 NB RAMPS Area Type: All other areas Date: 05/16/03 Period: AM PEAK Project ID: E/W St: LA COSTA AVENUE SIGNALIZED Jurisd: YEAR 2005 NO PROJECT Year CALSO CONDOS N/S St: I~5 NORTHBOUND RAMPS INTERSECTION SUMMARY r Eastbound I Westbound I Northbound Southbound No. Lanes LGConfig Volume Lane Width RTOR Vol Duration I L I I 1 I L 1130 112.0 I 0.25 T R 2 0 T 349 12.0 Area Phase Combination 1 2 EB Left A Thru A Right Peds WB Left Thru A Right A Peds NB Right SB Right r L T R I L T I I I 0 3 1 I 0 1 I T R I LT I 761 310 1118 2 I 12.0 12.0 I 12.0 I 0 I Type: All other areas Signal Operations 3 4 I 5 I NB Left A I Thru A I Right A I Peds I SB Left I Thru I Right I Peds I EB Right I WB Right Green 15.0 30.0 33.0 Yellow 3.0 3.0 3.0 All Red 1.0 1.0 1.0 R L T R 2 0 0 0 R 308 12.0 0 6 7 8 Cycle Length :90. Q s'ecs Intersection Performance Summary =---,---~--------~ -----~--~~----~--~---Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS D~lay LOS Eastbound L 295 T 1242 Westbound T 1784 R 528 Northbound LT R 685 991 Southbound 1770 3725 5353 1583 1869 2787 0.49 0.31 0.47 0.65 0.19 0.35 0.17 0.33 0.33 0.33 0.37 0.36 30.8 15.0 16.0 28.4 12.1 21.5 C B B C B C 19.3 19.6 18.9 B B B Intersection Delay = 19.4 (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 B ____ ~----------------------_OPERATIONAL ANALYSIS ________________ ----------~ . HC~~UUU: Signa~lIed Analyst: USAI Agency: CARLSBAD Intersections Release 4.1b ' Inter.: LA COSTA AVE./"5 NB RAMPS Area Type: All other areas Date: 05/16/03 Period: AM PEAK Project ID: E/W St: LA COSTA AVENUE Jurisd: YEAR 2005 WITH PROJECT Year CALSO CONDOS N/S St: I-5 NORTHB08ND RAMPS SIGNALI'ZED INTERSECTION SUMMARY I Eastbound Westbound I Northbound Southbound I L T R L T R I L T R L I I No. Lanes I 1 2 0 0 3 1 I 0 1 2 0 LGConfig I L T T R I LT R Volume 1130 350 770 315 1118, 2 310 Lane Width 112.0 12.0 12.0 12.0 I 12.0 12.0 RTOR Vol I 0 I 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7' EB Left A NB Left A Thru A Thru A Right Right A l;'eds Peds WE Left SB Left Thru A Thru Right A Right Peds Peds NB Right EB Right SB Right WB Right Green 15.0 30.0 33.0 Yellow 3.0 3.0 3.0 All Red 1.0 1.0 1.0 Cycle Length: Intersection Performance Summary Appr/ Lane' Grp Lane Group Capacity Adj Sat Ratios Lane Group Approach Eastbound L 295 T 1242 Westbound T R 1784 528 Northbound LT R 685 991 Southboup.d Flow Rate (s) 1770 3725 5353 1583 1869 2787 vic 0.49 0.31 0.48 0.66 0.19 0.35 g/C 0.17 0.33 0.33 0.33 0.37 0.36 Delay 30,.8 15.0 16.1 28.8 12.1 21.5 LOS C B B C B C Delay LOS 19.3 B 19.8 B 18.9 B Intersection Delay = 19.5 (sec/veh) Intersection LOS HCS2000: Signalized Intersect-ions Release 4.1b Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734- T R 0 0 8 90.0 B -secs _______________________________ OPERATIONAL ANALYSIS ____________________________ ~ .l[n:ersec"C~ons KeJ.ease 4. Ib ... Analyst: USAI Agency: CARLSBAD Inter.: LA COSTA AVE.~5 NBRAMPS Area Type: All other are'as Date: 05/16/03 Period: PM PEAK Project ID: E/W St: LA COSTA AVENUE Jurisd: YEAR 2005 NO PROJECT Year CALSO CONDOS N/S St: 1-5 NORTHBOUND RAMPS SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound Southbound 1 L T R I L T R I L T R L T R I I 1 No. Lanes I 1 2 0 I a 3 1 I a 1 2 a 0 0 LGConfig I L T I T R 1 LT R Volume 1125 675 1 566 148 1115 5 420 Lane Width 112.0 12.0 I 12.0 12.0 f 12.0 12.0 RTOR Vol I 1 0 I 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A NB Left A Thru A Thru A Right Right A Peds Peds WE Left SB Left Thru A Thru Right A Right Peds Peds NB Right EB Right SB Right WB Right Green 15.0 30.0 33.0 Yellow 3.0 3.0 3.0 All Red 1.0 1.0 1.0 Cycle Length: 90.0 sees Intersection Performance Summary =---~--~--------~ -----=----~~--------------Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS Eastbound L 295 T 1242 Westbound T R 1784 528 Northbound LT R 686 991 Southb'ound 1770 3725 5353 1583 1871 2787 0.47 0.60 0.35 0.31 0.20 0.47 0.17 0.33 0.33 0.33 0.37 0.36 30.6 17.5 15.2 22.6 12.1 22.8 C B B C B C 19.6 B 16.8 20.4 C Intersection Delay = 18.8 (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 B _____________________________ OPERATIONAL ANALYSIS __________________________ __ Intersections Release 4' .1b • Analyst: USAI Ag~ncy: CARLSBAD 05/16/03 PM PEAK ID: Inter.: LA COSTA AVE.~5 NB RAMPS Area Type: All other areas Date: Period: Project E/W St: LA COSTA AVENUE SIGNALIZED Jurisd: YEAR 2005 WITH PROJECT Year CALSO CONDOS N/S St: I-5 NORTHBOUND RAMPS INTERSECTION SUMMARY 1 Eastbound 1 Westbound 1 Northbound Southbound 1 L T R 1 L T R 1 L T R L I I I No. Lanes I ;1. 2 0 I 0 3 1 I 0 1 2 0 LGCon:Eig I L T I T R I LT R Volume 1125 680 I 570 150 1115 5 430 Lane Width 112.0 12.0 1 12.0 12.0 1 12.0 12.0 RTOR Vol 1 1 0 I 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 I 5 6 7 EB Left A 1 NB Left A Thru A 1 Thru A Right 1 Right A Peds I Peds WB Left I SB Left Thru A 1 Thru Right A I Right Peds I Peds NB Right I EB Right SB Right 1 WB Right Green 15.0 30.0 33.0 Y~llow 3.0 3.0 3.0 All Red 1.0 1.0 '1. 0 Cycle Length: Intersection Performance Summary Appr/ ,Lane Grp Lane Group Capacity Eastbound L 295 T 1242 Westbound T 1784 R 528 Northbound LT 686 R 991 Southbound Adj Sat Flow Rate (s) 1770 3725 5353 1583 1871 2787 Ratios vic 0.47 0.61 0.35 0.32 0.20 0.48 g/C 0.17 0.33 0.33 0.33 0.37 0.36 Lane Group Delay 30.6 l7 .6 15.2 22.7 12.1 22.9 LOS C B B C B C Approach Delay LOS 19.6 B 16.8 B 20.6 C Intersection Delay = 18.9 (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 T R 0 0 8 90.0 ' secs B _____________________________ OPERATIONAL ANALYSIS ____________ ---------------- Lntersectlons Ke~ease 4.1b ... Analyst: USAI Agency: CARLSBAD Date: 04/18/03 Period: AM PEAK Project ID: Inter.: EL CAMINO REAL~ COSTA AVENUE Area Type: All other areas Jurisd: YEAR 2005 NO PROJECT ' Year CALSO CONDOS E/W St: LA COSTA AVENUE N/S St: EL CAMINO REAL SIGNALIZED INTERSECTION SUMMARY 1 Eastbound I Westbound 1 Northbound 1 Southbound 1 1 L T R 1 L T R 1 L T R 1 L I 1 1 1 No. Lanes 1 2 2 1 1 1 2 1 J 2 3 0 1 2 LGConfig 1 L T R 1 L T R 1 L TR 1 L Volume 1905 67 90 162 331 487 1145 1435 14 193 Lane Width 112.0 12.0 12.0 112.0 12.0 12.0 112.0 12.0 112.0 RTOR Vol 1 50 1 25 1 0 1 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 1 5 6 7 EB Left A 1 NB Left A Thru A 1 Thru A Right A 1 Right A Peds 1 Peds WB Left A 1 SB Left A Thru A 1 Thru A Right A 1 Right A Peds 1 Peds NB Right 1 EB Right SB Right 1 WB Right A Green 26.0 20.0 14.0 40.0 Yellow 3.0 3.0 3.0 3.0 All Red 1.0 1.0 1.0 1.0 Cycle Length: Intersection Perfor.mance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS Eastbound L 769 3433 1.18 0.22 129.3 F T 642 3725 0.11 0.17 34.9 C 118.8 F R 273 1583 0.15 0.17 35.4 D Westbound L 397 1770 0.16 0.22 29.5 C T 642 3725 0.54 0.17 38.7 D' 39.9 D R 519 1583 0.89 0.33 42.3 D Northbound L 414 3433 0.37 0.12 43.2 D TR 1843 5345 0.79 0.34 24.5 C 26.3 C Southbound L 414 3433 0.24 0.12 42.2 D TR 1745 5061 0.95 0.34 35.2 D 35.6 D Intersection Delay = 49.6 (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 T R 1 1 3 0 1 TR 1 1050 800 1 12.0 , L 200 1 8 116.0 secs D _____________________________ OPERATIONAL ANALYSIS ______________________ ----~ Analyst: USAI Agency: CARLSBAD lntersectlons Release 4.1b I Inter.: EL CAMINO REAL1~ COSTA AVENUE Area Type: All other areas Date: 04/18/03 Period: AM PEAK Jurisd: YEAR 2005 PLUS PROJECT Year CALSO CONDOS Project ID: E/W St: LA COSTA AVENUE N/S St: EL CAMINO REAL SIGNALIZED INTERSECTION SUMMARY 1 Eastbound 1 Westbound I Northbound 1 Southbound 1 L T R 1 L T R 1 L T R 1 L 1 1 1 1 NO. Lanes 1 2 2 1 1 1 2 1 I 2 3 0 1 2 LGConfig 1 L T R 1 L T R 1 L TR 1 L Volume 1905 70 90 165 345 495 1145 1435 15 195 Lane Width 112.0 12.0 12.0 112.0 12.0 12.0 112.0 12.0 112.0 RTOR Vol 1 50 1 25 1 0 1 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 EB Left A NB Left A Thru A Thru A Right A Right A Peds Peds WB Left A SB Left A Thru A Thru A Right A Right A Peds Peds NB Right EB Right SB Right WB Right A Green 26.0 20.0 14.0 40.0 Yellow 3.0 3.0 3.0 3.0 All Red 1.0 1.0 :)..0 1.0 Cycle Length: Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp . Capacity (s) vic g/C Delay LOS Delay LOS Eastbound L 769 3433 1.18 0.22 129.3 F T 642 3725 0.12 ·0.17 35.0-C 118.6 F R 273 1583 0.15 0.17 35.4 D Westbound L 397 1770 0.17 0.22 29.5 C T 642 3725 0.57 0.17 39.1 D 41. 3 D R 519 1583 0.91 0.33 44.6 D Northbound L 414 3433 0.37 0.12 43.2 D TR 1843 5344 0.79 0.34 24.5 C 26.3 C Southbound L 414 3433 0.24 0.12 42.3 D TR 1745 5061 0.95 0.34 35.2 D 35.6 D Intersection Delay = 49.8 (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b Urban :;;ystems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 T R 3 0 TR 1050 800 12.0 200 8 116.0 -sec:s D _____________________________ OPERATIONAL ANALYSIS ____________________ ~~~ ___ Analyst: USAI Agency: CARLSBAD Date: 04/18/03 Period: PM PEAK Project 1D: Inter.: EL CAMINO RE~A COSTA ~VENUE Area Type: All othe~~as Jurisd: YEAR 2005 NO PROJECT Year CALSO CONDOS E/W St: LA COSTA AVENUE N/S St: EL CAMINO REAL SIGNALIZED INTERSECTION SUMMARY I Eastbound t Westbound I Northbound I Southbound I I L T R I L T R I L T R 1 L 1 1 1 1 No. Lanes 1 2 2 1 1 1 2 0 1 2 3 0 I 2 LGConfig I L T R 1 L TR 1 L TR 1 L Volume 1630 345 105 149 104 121 1135 1390 124 1412 Lane Width 112.0 12.0 12.0 112.0 12.0 112.0 12.0 112.0 RTOR Vol 1 50 1 25 1 37 1 Duration 0.25 Area Type: All other areas Signal Operations Phase C9mbinat~on 1 2 3 4 1 5 6 7 EB Left A 1 NB Left A Thru A 1 Thru A Right A 1 Right A Peds 1 Peds WB Left A 1 SB Left A Thru A 1 Thru A Right A 1 Right A Peds 1 Peds NB Right 1 EB Right SB Right 1 WB Right Green 25.0 20.0 15.0 44.0 ¥ellow 3.0 3.0 3.0 3.0 All Red 1.0 1.0 1.0 1.0 Cycle Length: Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS Eastbound L 715 3433 0.88 0.21 50.3 D T 621 3725 0.58 0.17 41.4 D 46.6 D R 264 1583 0.22 0.17 37.9 D Westbound L 369 1770 0.14 0.21 32.1 C TR 576 3457 0.36 0.17 38.8 D 37.5 J) Northbound L 429 3433 0.33 0.13 43.8 D TR 1944 5303 0.76 0.37 22.3 C ,2-4.2 C Southbound L 429 3433 1.01 0.13 93.9 F TR 1877 5120 1.05 0.37 60.3 E 66.4 E Intersection Delay = 48.3 (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b Urban Syst8ms 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 Fax: 619/560-9734 E-Mail: usai@urbansystems.net T R I 1 3 ,0 1 TR 1 1405 775 1 12.'0 1 200 1 120.0 secs D ____________________________ OPERATIONAL ANALYSIS ____ ~~ ________ ~ ______ ~_ Intersections Release 4.1b ... Analyst: USAI Agency: CARLSBAD Inter.: EL CAMINO RE~A COSTA AVENUE Area Type: All other areas Date: 04/18/03 Period: PM PEAK Project ID: E/W St: LA COSTA AVENUE I Eastbound I L T R I No. Lanes I 2 2 1 LGConfig I L T R Jurisd: YEAR 2005 PLUS PROJECf Year CALSO CONDOS N/S St: EL CAMINO REAL SIGNALIZED INTERSECTION SUMMARY I Westbound I Northbound I Southbound l I L T R I L T R I L T R I I I I I I 1 2 0 I 2 3 0 I 2 3 '0 I I L TR I L TR I L TR I Volume 1630 360 105 150 110 125 1135 1390 125 1420 1405 775 I Lane Width 112.0 12.0 12.0 112.0 12.0 112.0 12.0 112.,0 12.0 RTOR Vol I 50 I 25 I 37 I Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A NB Left A Thru A Thru A Right A Right A Peds Peds WB Left A SB Left A Thru A Thru A Right A Right A Peds Peds NB Right EB Right SB Right WB Right Green 25.0 20.0 15.0 44.0 Yellow 3.0 3.0 3.0 3.0 All Red 1.0 1.0 1.0 1.0 Cycle Length: 120.0 Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS Eastbound L 715 3433 0.88 0.21 50.3 D T 621 3725 0.61 0.17 42.0 D 46.7 D R 264 1583 0.22 0.17 37.9 D Westbound L 369 1770 0.14 0.21 32.1 C TR 577 3460 0.38 0.17 39.0 D 37.7 D Northbound L 429 3433 0.33 0.13 43.8 D TR 1944 5303 0.76 0.37 22.4 C 24.2 C Southbound L 429 3433 1. 03 0.13 98.9 F TR 1877 5120 1.05 0.37 60.3 E 67.4 E Intersection Delay = 48.8 (sec/veh) Intersection LOS = D HCS2000: Signalized Intersections Release 4.1b Urban systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560~9734 I 2.00 I secs _____________________________ OPERATIONAL ANALYSIS __ ~~------------__ ------___ ~n~ersectlons Ke~ease 4.~b ... Analyst: USAI Agency: CARLSBAD Inter.: LA COSTA AVE.~NCHO SANTA FE Area Type: All other areas Date: 05/16/03 Period: AM P~AK Project ID: E/W St: LA COSTA AVENUE Jurisd: YEAR 2005 NO PROJECT Year CALSO CONDOS N/S St: RANCHO SANTA FE RD. ________ --~~~~----~SIGNALIZED INTERSECTION SUMMARY __ ~ __ =-~~ __ ~ __ ~ ___ / Eastbound I Westbound I Northbound I Southbound IL T R IL T R IL T R IL T R No. Lanes LGConfi.g Volume Lane Width RTOR Vol / I I I 1--,1=-----=2--0=---1 1 2 0 1--ol::-----=2---:1:--~ 1---:1:-----::-2---:0:--- I L TR I L TR I L T R I L TR 1112 225 88 110 435 25 /14 575 135 155 770 199 112.0 12.0 112.0 12.0 112.0 12.0 12.0 112.0 12.0 1010/0/ 0 Duration 0.25 Area Type: All other areas ~ ____ ~~.-~~~~ __ ___:~ __ -signal operations ____ ~----~--___:~--~~~----- Phase Combination 1 2 3 4 I 5 6 7 8 EB Left A I NB Left A Thru A I Thru Right A I Right Peds I Peds WE Left A I SB Left Thru A I Right A I ~& I NB Right I EB SB Right I WE Green Yellow All Red 18.0 3.0 1.0 14.0 3.0 1.0 Thru Right Peds Right Right A 16.0 3.0 1.0 A A A A 36.0 3.0 1.0 Cycle Length: 100.0 secs =-__ ,---o~ __ --__ --~Intersection Performance Summary ____ ~----~----------~~ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS Eastbound L 319 TR 500 Westbound L 319 TR 517 Northbound L ,283 T 1341 R 554 Southbound L 283 TR 1300 1770 3568 1770 3695 1770 3725 1583 1770 3611 0.39 0.70 0.03 0.99 0.06 0.48 0.27 0.22 0.83 0.18 0.14 0.18 0.14 0.16 0.36 0.35 0.16 0.36 31.6 C 40.7 D 28.9 C 74.7 E 31.2 C 15.7 B 23.6 C 32.3 C 22.9 C 38.3 D 73.8 E 17.5 B 23.4 C Intersection Delay = 33.1 (sec/veh) Intersection LOS ,:J:;.l11 LU"1,1,qU..L. " Urban Systems HCS2000: Signalized Intersections Release 4.1b 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 Fax: 619/560-9734 E-Mail: usai@urbansystems.net C _____________________________ OPERATIONAL ANALYSIS ______________ ~~ ________ _ Analyst: USAI Agency: CARLSBAD ~ntersectlons Ke~ease 4.1b . Inter.: LA COSTA AVE.~CHO SANTA FE Area Type: All other areas Date: 05/16/03 Period: AM PEAK Project ID: E/W St: LA COSTA AVENUE I Eastbound I L T R I No. Lanes I 1 2 0 LGConfig I L TR Jurisd: YEAR 2005 WITH PROJECT Year CALSO CONDOS N/S St: RANCHO SANTA FE RD. SIGNALIZED INTERSECTION SUMMARY I Westbound I Northbound I Southbound I I L T R I L T R I L T R t I I I I I 1 2 0 I 1 2 1 I 1 2 0 I I L TR I L T R I L TR I Volume 1115 225 90 110 435 25 115 575 135 155 77-0 2-QO I Lane Width 112.0 12.0 112.0 12.0 112.0 12.0 12.0 112.0 12.0 RTOR Vol I 0 , 0 I 0 I Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 I 5 6 7 8 EB Left A I NB Left A Thru A I Thru A Right A , Right A Peds I Peds WB Left A , SB Left A Thru A I Thru A Right A I Right A Peds I Peds NB Right I EB Right SB· Right I WB Right Green 18.0 14.0 16.0 36.0 Yellow 3.0 3.0 3.0 3.0 All Red 1.0 1.0 1.0 1.0 Cycle Length: 100.0 Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS Eastbound L 319 1770 0.40 0.18 31.8 C TR 499 3566 0.70 0.14 40.9 D 38.5 D West}:)ound L 319 1770 0.03 0.18 28.9 C TR 517 3695 0.99 0.14 74.7 E 73.8 E Northbound L 283 1770 0.06 0.16 31.2 C T 1341 3725 0.48 0.36 15.7 B 17.5 B R 554 1583 0.27 0.35 23.6 C Southbound L 283 1770 0.22 0.16 32.3 C TR 1300 3610 0.83 0.36 ;22.9 C 23.4 C Intersection Delay = 33.2 (sec/v~h) Intersection LOSC .M.: L~ft ';".\..i.:::.tctquis t Urban Systems HCS2000: Signalized Intersections Release 4.1b 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 Fax: 619/560-9734 E-Mail: usai@urbansystems.net , 0 1 secs __ ~ _________________________ OPERATIONAL ANALYSIS ________ ------__ ------------- Analyst: USAI Agency: CARLSBAD Date: 05/16/03 Period: PM PEAK Project 10: Inter.: LA COSTA AVE.~NCHO SANTA FE Area Type: All other areas Jurisd: YEAR 2005 NO PROJECT Year CALSO CONDOS E/W St: LA COSTA AVENUE N/S st: RANCHO SANTA FE RD •. SIGNALIZED INTERSECTION SUMMARY r Eastbound I Westbound I Northbound I southbound' I I L T R I L T R I L T R I L I I I I No. Lanes I 1 2 0 I 1 2 0 I 1 2 1 I 1 LGConfig I L TR I L TR I L T R I L Volume 1118 260 24 1210 340 55 1147 710 230 1105 Lane Width 112.0 12.0 112.0 12.0 112.0 12.0 12.0 112.0 RTOR Vol I 0 I 0 I 0 I Duration 0.25 Area Type: All other areas signal Operations Phase Combination 1 2 3 4 I 5 6 7 EB Left A I NB Left A Thru A I Thru A Right A I Right A Peds I Peds WB Left A I SB Left A Thru A I Thru A Right A I Right A Peds I Peds NB Right I EB Right SB Right I WB Right Green 18.0 14.0 16.0 36.0 Yellow 3.0 3.0 3.0 3.0 All Red 1.0 1.0 1.0 1.0 Cycle Length: Intersection Performance Summary Appr/ . Lane Adj Sat Ratios Lane Group ApproCl,ch Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS Eastbound L 319 1770 0.41 0.18 31. 9 C TR 515 3678 0.61 0.14 38.2 D 36.4 D Westbound L 319 1770 0.73 0.18 41.3 D TR 511 3648 0.86 0.14 51.2 D 47.8 0 Northbound L 283 1770 0.58 0.16 36.8 P T 1341 3725 0.59 0.36 16.9 B 21.5 C R 554 1583 0.46 0.35 25.8 C Southbound L 283 1770 0.41 0.16 34.0 C TR 1304 3622 0.67 0.36 18.2 B 20.1 C Intersection Delay = 28.4 (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 T R I I 2 0 I TR I 640 14·6 I 12.0 I 0 I 8 100.0 secs C ______________________________ OPERATIONAL ANALYSIS __________________________ __ tl~b~UUU: blgn~Zea Analyst: USAI Agency: CARLSBAD Ln~ersec~lons Ke~ease 4.1b Inter.: LA COSTA AVE.~NCHO $~TA FE Area Type: All other areas Date: 05/16/03 Jurisd: YEAR 2005 WITH PROJECT Period: PM PEAK Year CALSO CONDOS Project ID: E/W St: LA COSTA AVENUE N/S St: RANCHO SANTA FE RD. __________ ~~~~--~~SIGNALIZED INTERSECTION SUMMARY __ ~ __ =-~~ __ ~ __ ~ ___ . I Eastbound I Westbound I Northbound I Southbound l IL T R IL T R IL T R IL T R I No. Lanes LGConfig Volume Lane Width RTOR Vol I--------~--I / I __ ~~~~--I 112011201121. I 120 I I L TR I L TR 1 L T R 1 L TR I 1120 260 25 /210 340 55 1150 710 230· 1105 640 150 I 112.0 12.0 112.0 12.0 112.0 12.0 12.0 112.0 12.0 I, 101010101 Duration 0.25 Area Type: All other areas __________ ~----------~-----Signal Operations Phase Combination 1 2 3 4 ----~5----~6----~7~~~8~------~ EB Left A NB Left A Thru A Thru A Right A Right A Peds Peds WB Left A SB Left A Thru A Thru A Right A Right A Peds Peds NB Right EB Right SB Right WB Right Green 18.0 14.0 16.0 36.0 Yellow 3.0 3.0 3.0 3.0 All Red 1.0 1.0 1.0 1.0 Cycle Length! 100.0 sees Intersection Performance Summary ~--~--~--------~ -----=-----~----------~~ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS Eastbound L 319 TR 515 Westbound L 319 TR 511 Northbound L 283 T 1341 R 554 Southbound L 283 TR 1303 1770 3676 1770 3648 1770 3725 1583 1770 3619 0.42 0.62 0.73 0.86 0.59 0.59 0.46 0.41 0.67 0.18 0.14 0.18 0.14 0.16 0.36 0.35 0.16 0.36 31.9 C 38.3 D 41.3 D 51.2 D 37.3 D 16.9 B 25.8 C 34.0 C 18.3 B 36.4 D 47.8 D 21. 6 C 20.1 C Intersection Delay = 28.5 (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b Urpan Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 Fax: 619/560-9734 E-Mail: usai@urbansystems.net C _____________________________ OPERATIONAL ANALYSIS ________ ~ ________________ ___ tlC~LUUU: ~lgn~Zea Analyst: USAI Agency: CARLSBAD Date: 05/16/03 ~n~ersec~lons Kelease 4.~O Inte~.: LA COSTA AVE.~ADENCIA Area Type: All other areas Jurisd: YEAR 2005 NO PROJECT Period: AM PEAK Year CALSO'CONDOS Project 10: E/W St: LA COSTA AVENUE N/S St: CADENCIA ST. SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southbound I L T R I L T R I L T R I L T I I I I No. Lanes I 1 1 0 I 1 2 0 I 0 1 0 I 0 1 LGConfig I L TR I L TR I LTR I LTR Volume 125 525 5 110 435 25 15 5 25 tl05 10 Lane Width 112.0 12.0 112.0 12.0 I 12.0 I 12 .• 0 RTOR Vol I 0 I 0 I 0 I Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A NB Left A Thru A Thru A Right A Right A Peds Peds WE Left A SB Left A Thru A Thru A Right A Right A Peds Peds NB Right EB Right S13 Right WB Right Green 45.0 25.0 Yellow 3.0 3.0 All Red 1.0 1.0 Cycle Length: 78.0 Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS Eastbound L 485 841 0.06 0.58 0.9 A TR 1130 1958 0.49 0.58 1.5 A 1.5 A Westbound L 464 805 0.02 0.58 0.9 A TR 2131 3693 0.23 0.58 1.0 A 1.0 A No;rthbound LTR 545 1701 0.07 0.32 12.7 B 12.7 B Southbound LTR 460 1434 0.45 0.32 15.1 B 15.1 B Intersection Delay = 3.7 (sec/veh) Intersection LOS = A HCS2000: Signalized Intersections Release 4.1b '. :'" Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 R 0 70 0 ST. I I I I I I I I secs _____________________________ OPERATIONAL ANALYSIS ______________________ ~---- Intersectlons ~elease 4.1b Analyst: USAI Agency: CARLSBAD Date: 05/16/03 Period: AM PEAK Project ID: Inter.: LA COSTA AVE.~ADENCIA Area Type: All other.areas Jurisd: YEAR 2005 WITH PROJECT Year CALSO CONDOS E/W St: LA COSTA AVENUE N/S St: CADENCIA ST. SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southbound I L T R I L T R I L T R I L I I I I No. Lanes I 1 1 0 1 1 2 0 1 0 1 0 I 0 LGConfig I L TR I L TR I LTR 1 Vol1,1Itle 125 530 5 110 437 25 15 5 25 1105 Lane Width 112.0 12.0 112.0 12.0 I 12.0 1 RTOR Vol 1 0 I 0 1 0 I Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 EB Left A NB Left A Thru A Thru A Right A Right A Peds Peds WE Left A SB Left A Thru A Thru A Right A Right A Peds Peds NB Right EB Right SB Right WB Right Green 45.0 25.0 Yellow 3.0 3.0 All Red 1.0 1.0 Cycle Length: Intersection Performance Summary. Appr/ Lane Grp Lane Group Capacity Adj Sat Ratios Lane Group Approach Flow Rate (s) vic g/C Delay LOS Delay LO'S Eastbound' L 484 839 0.06 0.58 0.9 A TR 1130 1958 0.50 0.58 1.5 A L5 A Westbound L 462 801 0.02 0.58 0.9 A TR 2131 3693 0.23 0.58 1.0 A 1.0 A Northbound LTR 545 1701 0.07 0.32 12.7 B 12.7 B Southbound LTR 460 1434 0.45 0.32 15.1 B 15.1 B Intersection Delay = 3.7 (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b _r :..:--:: ..... 11. ", ~ .. Urban Systems 454,0 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 T R 1 0 LTR 10 70 12.0 0 8 78.0 A ST. seeS ____ ~----------__ --------___ OPERATIONAL ANALYSIS __________________________ __ HCS2000: Sign~Zed Analyst: USAI Intersections Release 4.1b~ Inter.: LA COSTA AVE.~ADENCIA $T. Area Type: All other areas Agency: CARLSBAD Date: 05/16/03 Jurisd: YEAR 2005 WITH PROJECT Period: PM PEAK Year CALSO CONDOS Project ID: E/W St: LA COSTA AVENUE N/S St: CADENCIA ST. SIGNALIZED INTERSECTION SUMMARY 1 Eastbound 1 Westbound 1 Northbound I Southbound I L T R I L T R 1 L T R 1 L T R 1 1 I I No. Lanes I 1 1 0 I 1 2 0 1 0 1 0 1 0 1 0 LGConfig 1 L TR I L TR I LTR I LTR Volume 160 530 10 115 455 65 15 5 10 130 70 Lane Width 112.0 12.0 112.0 12.0 1 12.0 1 12.0 RTOR Vol I 0 I 0 1 0 1 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A I NB Left A Thru A 1 Thru A Right A 1 Right A Peds I Peds WB Left A 1 SB Left A Thru A I Thru A Right A I Right A Peds I Peds NB Right 1 EB Right SB Right I WB Right Green 45.0 25.0 Yellow 3.0 3.0 All Red 1.0 1.0 1 I I 1 1 I 1 1 Cycle Length: 78.0 secs Intersection Performance Summary Appr/ Lane Grp Lane Group Capacity Adj Sat Ratios Lane Group Approach Flow Rate (s) vic g/C Delay LOS Delay lioS Eastbound L 455 789 0.15 0.58 1.1 A TR 1128 1955 0.50 0.58 1.5 A 1.5 A Westbound L 460 797 0.04 0.58 0.9 A TR 2107 3652 0.26 0.58 1.0 A 1.0 A Northbound LTR 554 1729 0.04 0.32 12.5 B 12.5 Southbound LTR 526 1641 0.23 0.32 13.6 B 13.6 B Intersection Delay = 2.6 (sec/veh) Intersection LOS = A HCS2000: Signalized Intersections Release 4.1b Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 Fax: 619/560-9734 E-Mail: usai@urbansystems.net _____________________________ OPERATIONAL ANALYSIS ______________________ ~ __ ~ in~ersec~lons Keiease 4.iO ... tl~~LUUU: ~lgn~Zea Analyst: USAI Agency: CARLSBAD Inter.: LA COSTA AVE.~ADENCIA ST. Area Type: All other areas Date: 05./16/03 Jurisd: YEAR 2005 NO PROJECT Period: PM PEAK Year CALSO CONDOS Project 1:0: E/W St: LA COSTA AVENUE N/S St: CADENCIA ST. SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southbound No. Lanes LGConfig Volume . Lane Width RTOR Vol I L I I 1 l L 160 112.0 I Duration 0.25 T 1 TR 527 12.0 R I L I 0 I 1 I L 10 115 112.0 0 I Area Type: T R I L T R I L I I 2 0 I 0 1 0 I 0 TR I LTR I 65 15 5 10 130 12.0 I 12.0 I 0 I 0 I All other areas Signal Operations Phase Combination EB Left Thru Right Peds WB Left Thru Right Peds NB Right 1 2 3 A A A A A A SB Right Green Yellow All Red 45.0 3.0 1.0 Intersection 4 I 5 6 7 I NB Left A I Thru A I Right A I Peds I SB Left A I Thru A I Right A I Peds I EB Right I WB Right 25.0 3.0 1.0 Cycle Length: Performance Summary Appr/ Lane Grp Lane Group Capacity Adj Sat Ratios Lane Group Approach Flow Rate (s) vic g/C Delay LOS Delay LOS Eastbound L 455 789 0.15 0.58 1.1 A TR 1128 1955 0.50 0.58 1.~ A 1.5 A Westbound L 461 799 0.04 0.58 0.9 A TR 2107 3652 0.26 0.58 1.0 A 1.0 A Northbound LTR 554 1730 0.04 0.32 12.5 B 12.5 B Southbound LTR 522 1629 0.22 0.32 13.5 B 13.5 B Intersection Delay = 2.5 (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b 1.1 ~:'.. ".".l.:tl1(lq·'· .. ~ ~ t~ Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 T R 1 0 LTR 5 70 12.0 O' 8 78.0 A secs' _____ ----------OPERATIONAL ANALYSIS _____________ _ La Costa Condominiums Calso Limited #003398 APPENDIXD YEAR 2020 ©Urban Systems Associates, Inc. May 16; 2003 Page 1 of2l 3398-rpt-051603.wpd HCS2000: Signal4lJd Analyst:, USAI Agency: CARLSBAD Intersections Release 4.1b ~ Inter.: LA COSTA AVE.jI~5 SB RAMPS Area Type: All other areas Date: 05/16/03 Jurisd: YEAR 2020 NO PROJECT Period: AM PEAK Year CALSO CONDOS Project rD: E/W St: LA COSTA AVENUE N/S St: 1-5 SOUTHBOUND RAMPS SIGNALIZED INTERSECTION SUMMARY -------;----:E=-a-s-,t-;-b-o-u-n-d,.--I We stbound I Northbound---:-I -S=o-u-t:-:h:-:b-o-u-n-d-:-----:;---- L T R IL T R IL T R IL T R -~_~_~--I I_-=_~_~~I_~_~_~~ 1 I 2 2 0 I 0 0 0 I 1 1, 1 R I L T I I L LT R 125 1491 485 I 1109 5 105 12.0 112.0 12.0 I 112.0 12.0 12.0 50 I I I 0 Area Type: All other areas ~ __ =-~~_~~~_~ ___ Signal Operations __ ~--~----:=__----:~----- 2 3 41 5 6 7 8 Thru Right Peds WE Left Thru Right Peds NB Right SB Right Green Yellow All Red I NB Left A I Thru A I Right I Peds A I SB Left A A A I Thru A 30.0 3.0 1.0 35.0 3.0 1.0 I Right A I Peds I EB Right I WB Right 40.0 3.0 1.0 Cycle Length: 117~0 ss,cs Intersection Performance Summary =---,----:~----~. ---~---:-~---------Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) Eastbound T 1114 R 474 Westbound L 880 T 2197 Northbound Southbound L 605 LT 641 R 541 3725 1583 3433 3725 1770 1875 1583 vic 0.48 0.18 0.62 0.25 0.10 0.10 0.22 Intersection Delay = 19.5 g/C 0.30 0.30 0.26 0.59 Delay LOS 24.4 C 21.9 C 31.0 C 1.5 A 0.34 17.2 B B C 0.34 17.2 0.34 27.6 Delay LOS 24.0 C 16.3 B 22.2 C (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b -Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 _______________ OPERATIONAL ANALYSIS ____ ~ _________ ___ HCS2000: SignalilJd Intersections Release 4.1b ~ Analyst: tJSAI Agency: CARLSBAD Date: 05/16/03 Period: AM PEAK Project ID: Elw St: LA COSTA AVENUE Inter.: LA COSTA AVE. 11-5 SB RAMPS Area Type: All other areas Jurisd: YEAR 2020 WITH PROJECT· Year CALSO CONDOS Nls St: 1-5 SOUTHBOUND RAMPS SIGNALIZED INTERSECTION SUMMARY Eastbound I Westbound I Northbound I Southboun9. L T R I L T R I L T R I L T R I 1 1 No. Lanes 0 2 1 I 2 2 0 I 0 0 0 I 1 1 1 LGConfig T R I L T 1 1 L LT R Volume 485 125 1500 485 I 1110 5 105 "Lane Width 12.0 12.0 112.0 12.0 1 112.0 12.0 12.0 RTOR Vol 50 I I I 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 I 5 6 7 8 EB Left 1 NB Left Thru A I Thru Right A I Right Peds I Peds WB Left A 1 SB Left A Thru A A I Thru A Right I Right A Peds 1 Peds NB Right I EB Right SB Right 1 WB Right Green 30.0 35.0 40.0 Yellow 3.0 3.0 3.0 All Red 1.0 1.0 1.0 I I 1 I J I 1 1 Cycle Length: 117.0 secs Intersection Performance Summary =---.-~~--------~ -----~--~.---~---------Apprl Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS Eastbound T R ·1114 474 Westbound L 880 T 2197 Northbound Southbound L 605 LT 641 R 541 3725 1583 3433 3725 1770 1875 1583 Intersection Delay 0.48 0.18 0.63 0.25 0.10 0.10 0.22 = 19.6 0.30 0.30 0.26 0.59 0.34 0.34 0.34 24.4 21. 9 31.2 1.5 17 .2 17.2 27.6 (seclveh) C C C A B B C 24.0 16.6 22.2 Intersection C B C LOS HCS2000: Signalized Intersections Release 4.1b Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 B _____________________________ OPERATIONAL ANALYSIS __________________________ __ HCS2000: Signaltlfd Analyst: USAI Intersections Release 4.~b ~ Inter.: LA COSTA AVE./I-5 SB RAMPS Area Type: All other areas· Agency: CARLSBAD Date: 05/16/03 Jurisd: YEAR 2020 NOH PROJECT Period: PM PEAK Year CALSO CONDOS Project ID: E/W St: LA COSTA AVENUE N/S St: I~5 SOUTHBOUND RAMPS SIGNALIZED INTERSECTION SUMMARY Eastbound No. Lanes LGConfig Volume Lane Width R',['OR Vol L 0' Duration 0.25 Phase Combination EB Left Thru Right Peds WB Left Thru Right Peds NB Right SB Right T 2 T 575 12.0 1 A A Green 30.0 Yellow 3.0 All Red 1.0 R 1 R 140 12.0 50 Area 2 A A A 35.0 3.0 1.0 1 Westbound 1 Northbound 1 L T R I. L 1 1 1 2 2 0 I. 0 1 L T 1 1361 485 1 112.0 12.0 1 I 1 Type: All other areas Signal Operations 3 4 I. I. NB Left I Thru I Right 1 Peds I. SB Left 1 Thru I. Right I Peds I EB Right I WB Right T 0 5 A A A 40.0 3.0 1.0 R 0 1 Southl;>ound I. L T R 1 1 1 1 1 1 L 1'1' R 1385 5 175 112.0 :1.2.0 12.0 1 0 6 7 8 1 I. ·1 I. 1 1 1 I Cycle Length: 117.0 , secs Intersection Performance Summary ----~-------------------~----~------~~---Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS Eastbound T R Westbound 1114 474 L 880 T 2197 Northbm,md Southbound L 605 LT 639 R 541 3725 1583 3433 3725 1770 1870 1583 0.57 0.21 0.46 0.25 0.35 0.34 0.36 Intersection Delay = 19.4 0.30 0.30 0.26 0.59 0.34 0.34 0.34 25.5 22.2 C C 28.6 C 1.5 A 19.2 B 19.1 B 29.3 C 25.1 13.0 22.3 (sec/veh) Intersection C B C LOS HCS2000: Signalized Intersections Release 4.1b '. ...,~ Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 = B' _____________________________ OPERATIONAL ANALYSIS __ ~ ____________________ ~ __ HCS2000: SignalilJd Analyst: USAI Intersections Release 4.1b ~ Inter.: LA COSTA AVE./I-5 SB RAMPS Area Type: All other areas Agency: CARLSBAD Date: 05/16/03 Jurisd: YEAR 2020 WITH PROJECT Period: PM PEAK Year CALSO CONDOS Project ID: E/W St: LA COSTA AVENUE N/S St: 1-5 SOUTHBOUND RAMPS SIGNALIZED INTERSECTION SUMMARY Eastbound No. Lanes LGConfig Volume Lane Width RTOR Vol L 0 Duration 0.25 T 2 T 575 12.0 Phase Combination EB Left 1 Thru Right Peds WB Left Thru Right Peds NB Right SB Right Green Yellow All Red A A 30.0 3.0 1.0 R 1 R 140 12.0 50 Area 2 A A A 35.0 3.0 1.0 1 Westbound 1 Northbound I L T R 1 L 1 1 1 2 2 0 1 0 1 L T 1 1365 485 1 112.0 12.0 1 1 1 Type: All other areas Signal Operations 3 4 1 I NB Left 1 Thru I Right 1 Peds 1 SB Left 1 Thru 1 Right 1 Peds 1 EB Right 1 WB Right T 0 5 A A A 40.0 3.0 \1.0 R 0 1 Southbound 1 L T R 1 1 1 1 1 I L LT R 1390 5 175 1'12.0 12.0 12.0 1 0 6 7 8 1 1 1 1 1 1 1 I Cycle Length: 117.0 secs Intersection Performance Summary ~--~--~--------~ -----~~~~--------------Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) Eastbound T 1114 R 474 Westbound L 880 T 2197 Northbound Southbound L 605 LT 639 R 541 3725 1583 3433 3725 1770 1870 1583 vic 0.57 0.21 0.46 0.25 0.36 0.35 0.36 Intersection Delay = 19.4 g/C 0.30 0.30 0.26 0.59 0.34 0.34 0.34 Delay LOS 25.5 C 22.2 C 28.6 C 1.5 A 19.2 B 19.1 B 29.3 C Delay LOS 25.1 C 13.1 B 22.3 C (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b _.:1 .. , .. ~ ': Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 B ________________________ ~ __ OPERATIONAL ANALYSIS __________________________ __ HCS2000: SignalilJd Intersections Release 4.1b ~ Analyst: USAI Agency: CARLSBAD Date: 05/16/03 Period: ,AM PEAK Project ID: Inter.: LA COSTA AVE./I-5 NB RAMPS Area Type: All other areas Jurisd: YEAR 2020 NO PROJECT Year CALSO CONDOS E/W St: LA COSTA AVENUE N/S St: 1-5 NORTHBOUND RAMPS SIGNALIZED INTERSECTION SUMMARY 1 Eastbound No. Lanes LGConfig Volume Lane Width RTOR Vol Duration 1 L 1 I 1 I L 1155 112.0 I 0.25 T R 2 0 T 439 12.0 Area Phase Combination 1 2 EB Left A Thru Right Peds WE Left Thru Right Peds NB Right SB Right Green Yellow All Red 15.0 3.0 1.0 A A A 30.0 3.0 1.0 1 Westbound 1 Northbound Southbound 1 L T R 1 L 1 I 1 0 3 1 1 0 I T R 1 I 924 390 1150 1 12.0 12.0 I I 0 I Type: All other areas Signal Operations 3 4 I 1 NB Left I Thru 1 Right I Peds I SB Left 1 Thru I Right 1 Peds I EB Right I WB Right T 1 LT 5 12.0 5 A A A 33.0 3.0 1.0 R L T 2 0 0 R 538 12.0 0 6 7 Cycle Length: 90.0 R 0 8 secs Intersection Performance Summary =---,---~--------~. ----~------~------------~ Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS Eastbound L 295 T 1242 Westbound T R 1784 528 Northbound LT R 686 991 Southbound 1770 3725 5353 1583 1871 2787 0.58 0.39 0.58 0.82 0.25 0.60 0.17 0.33 0.33 0.33 0.37 0.36 32.9 15.5 17.0 37.5 12.4 24.8 C B B D B C 20.1 23.0 22.1 C c C Intersection Delay = 22.1 (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 C _____________________________ OPERATIONAL ANALYSIS __________________________ ~ HCS2000: Signtlifed Intersections Release 4.1b4lt Analyst: U$AI Agency: CARLSBAD Date: OS/16/03 Period: AM PEAK Project ID: E/W St: LA COSTA AVENUE Inter.: LA COSTA AVE./I-S NB RAMPS Area Type: All other areas Jurisd: YEAR 2020 WITH PROJECT Year ~ALSO CONDOS N/S St: I-S NORTHBOUND RAMPS SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound Southbound I L T R I L T R 1 L T R L T R 1 1 I No. Lanes I 1 2 0 I 0 3 1 I 0 1 2 0 0 0 LGConfig I L T I T R 1 LT R Volume 11S5 440 1 935 395 1150 5 540 Lane Width \12.0 12.0 I 12.0 12.0 1 12.0 12.0 RTOR Vol 1 1 0 I 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 I 5 6 7 8 EB Left A I NB Left A Thru A I Thru A Right I Right A Peds 1 Peds WB Left I SB Left Thru A 1 Thru Right A I Right Peds I Peds NB Right I EB Right SB Right I WE Right Green 15.0 30.0 33.0 Yellow 3,0 3.0 3.0 All Red 1.0 1.0 1.0 I 1 _I I 1 1 I I Cycle Length: 90.0 secs Intersection Performance Summary Appr/ Lane Grp Lane Group Capacity Adj Sat Ratios Lane Group Approach Eastbound L 295 T 1242 Westbound T R 1784 528 Northbound LT R 686 991 Southbound Flow Rate (s) 1770 3725 5353 1583 1871 2787 vic 0.58 0.39 0.58 0.83 0.25 0.61 g/c 0.17 0.33 0.33 0.33 0.37 0.36 Delay 32.9 15.6 17 .0 38.5 12.4 24.9 LOS C B B D B C Delay LOS 20.1 C 23.4 C 22.1 . C Intersection Delay = 22.3 (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 C _____________________________ OPERATIONAL ANALYSIS __________ --________ ~~--__ HCS2000: Sign~Zed Intersections Release 4.1b~ Analyst: USAI Agency: CARLSBAD Date: 05/16/03 Period: PM PEAK Project ID: E/W St: LA COSTA AVENUE Inter.: LA COSTA AVE./t-5 NB RAMPS Area Type: All other areas Jurisd: YEAR 2020 NO PROJECT Year CALSO CONDOS N/S St: I-5 NORTHBOUND RAMPS. SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound Southbound I L T R I L T R I L T R L T R I I I No. Lanes I 1 2 0 I 0 3 1 I 0 1 2 0 0 0 LGConfig I L T I T R I LT R Volume 1145 815 I 691 288 1150 5 540 Lane Width 112.0 12.0 I 12.0 12.0 I 12.0 12.0 RTOR Vol I I 0 I 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 I 5 6 7 8 EB Left A I NB Left A Thru A I Thru A Right I Right A Peds I Peds WB Left I SB Left Thru A I Thru Right A I Right Peds I Peds NB Right I EB Right .SB Right I WB Right Green 15.0 30.0 33.0 Yellow 3.0 3.0 3.0 All Red 1.0 1.0 1.0 I I I· I I I I I Cycle Length: 90.0 sees Intersection Performance Summary ----~------------~ -----~----~-------------Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS Eastbound L 295 T 1242 Westbound T R 1784 528 Northbound LT 686 R 991 Southbound 1770 3725 5353 1583 1871 2787 0.55 0.73 0.43 0.61 0.25 0.61 0.17 0.33 0.33 0.33 0.37 0.36 31. 9 19.8 15.7 27.1 12.4 24.9 C B B C B C 21.7 C 19.1 B 22.1 C Intersection Delay = 20.8 (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 Fax: 619/560-9734 E-Mail: usai@urbansystems.net C ______ -----------------------OPERATIONAL ANALYSIS ____________________ ~ __ ~ __ HCS2000: Signa4lJed Intersections Release 4.1b~ Analyst: USAI Agency: CARLSBAD Date: 05/16/03 Period: PM PEAK Project ID: E/W St: LA COSTA AVENUE Inter.: LA COSTA AVE./I-5 NB RAMPS Area Type: All other areas Jurisd: YEAR 2020 WITH PROJECT Year CALSO CONDOS N/S St: 1-5 NORTHBOUND RAMPS SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound Southbound I L T R I L T R I L T R L T R I I I No. Lanes I 1 2 0 1 0 3 1 I 0 1 2 0 0 0 LGConfig I L T I T R , I LT R Volume 1145 820 I 695 290 1150 5 550 Lane Width 112.0 12.0 I 12.0 12.0 I 12.0 12.0 RTOR Vol 1 1 0 1 0 Duration 0.25 Area Type: All other areas Signal Operations Phase COmPination 1 2 3 4 1 5 6 7 8 EB Left A I NB Left A Thru A 1 Thru A Right 1 Right A Peds I Peds WB Left I SB Left ThIu A I Thru Right A I Right Peds I Peds NB Right I EB Right SB Right I WB Right Green 15.0 30.0 33.0 Yellow 3.0 3.0 3.0 All Red 1.0 1.0 1.0 I I 1 I: I I I I Cycle Length: 90.0 secs Appr/ Lane Grp Lane Group Capacity Eastbound L 295 T 1242 Westbound T R 1784 528 Northbound LT R 686 991 Southbound Intersection Performance Summary Adj Sat Ratios Lane Group Flow Rate (s) 1770 3725 5353 1583 1871 2787 vic 0.55 0.73 0.43 0.61 0.25 0.62 g/C 0.17 0.33 0.33 0.33 0.37 0.36 Delay 31. 9 19.9 15.8 27.2 12.4 25.1 LOS C B B C B C Approach Delay LOS 21.7 C 19.1 B 22.3 C Intersection Delay = 20.9 (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b -=-:..,' .,' : Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734, C _____________________________ OPERATIONAL ANALYSIS __________________________ ___ HCS2000: Sign1lifed Intersections Release 4.1b~ Analyst: USAI Agency: CARLSBAD Date: 04/18/03 Period: PM PEAK Project ID: Inter.: EL CAMINO REAL/LA COSTA AVENUE Area Type: All other area~ Jurisd: YEAR 2020 NO PROJECT Year CALSO CONDOS E/WSt: LA COSTA AVENUE NIS St: EL CAMINO REAL SIGNALIZED INTERSECTION SUMMARY 1 Eastbound 1 Westbound 1 Northbound 1 Southbound 1 I L T R 1 L T R 1 L T R 1 L 1 1 I 1 No. ,J:,anes I 2 2 1 I 1 2 1 1 2 3 0 1 2 LGConfig I L T R 1 L T R 1 L TR 1 'L Volume 1680 320 220 184 199 121 1235 11640137 1307 Lane Width 112.0 12.0 12.0 112.0 12.0 12.0 112.0 12.0 112.0 RTOR Vol 1 50 I 25 1 37 1 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 EB Left A NB Left A Thru A Thru A Right A Right A Peds Peds WE Left A SB Left A Thru' A Thru A Right A Right A Peds Peds NB Right EB Right SB Right WB Right Green 25.0 20.0 15.0 44.0 Yellow 3.0 3.0 3.0 3.0 All Red 1.0 1.0 1.0 1.0 Cycle Length: Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic Eastbound ' 1 715 3433 0.95 T 621 3725 0.54 R 264 1583 0.68 Westbound L 369 1770 0.24 T 621 3725 0.34 R 264 1583 0.38 Northbound L 429 3433 0.58 TR 1668 4550 0.06 Southbound L 429 3433 0.75 T 1963 5353 0.96 R 580 1583 1.01 Intersection Delay = 46.8 g/C Delay 0.21 61.1 0.17 40.7 0.17 47.5 0.21 33.0 0.17 38.6 0.17 45.4 0.13 46.7 0.37 15.1 0.13 53.2 0.37 35.6 0.37 77.5 LOS E D D C D D D B D D E Delay LOS 53.3 D 39.1 D 37.3 D 46.4 D (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail : usai@urbansystems.net Fax: 619/560-9734 T R I, 1 3 1 I T R 1 1890 785 1 12.0 12,.0 1 200 1 8 120,.0 secs D _____________________________ OPERATIONAL ANALYSIS __________________________ __ HCS2000: Signa4lJed Intersections Release 4.1b~ Analyst: USAI Agency: CARLSBAD Date: 04/18/03 Period: PM PEAK Project ID: Inter.: EL CAMINO REAL/LA COSTA AVENUE Area Type: All other areas Jurisd: YEAR 2020 WITH PROJECT Year CALSO CONDOS E/W St: LA COSTA AVENUE N/S St: EL CAMINO REAL SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southbound I I L T R I L T R I L T R I L T R I I I I I I No. Lanes I 2 2 1 I 1 2 1 I 2 3 0 I' 2 3 1 I LGConfig I L T R I L T R 1 L TR I L T 'R I Volume 1680 335 220 185 205 125 1235 11640140 1315 .1890 785 I Lane Width 112.0 12.0 12.0 112.0 12.0 12.0 112.0 12.0 112.0 12.0 12.0 I RTOR Vol I 50 I 25 1 37 1 200 'I Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A NB Left A Thru A Thru A Right A Right A Peds Peds WB Left A SB Left A Thru A Thru A Right A Right A Peds Peds NB Right EB Right SB Right WB Right Green 25.0 20.0 15.0 44.0 Yellow 3.0 3.0 3.0 3.0 All Red 1.0 1.0 1.0 1.0 Cycle Length: 120.0 seC$ Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS Eastbound L 715 3433 0.95 0.21 61.1 E T 621 3725 0.57 0.17 41.1 D 53.3 D R 264 1583 0.68 0.17 47.5 D Westbound L 369 1770 0.24 0.21 33.0 C T 621 3725 0.35 0.17 38.7 D 39.2 D R 264 1583 0.40 0.17 45.6 D Northbound L 429 3433 0.58 0.13 46.7 D TR 1668 4550 0.06 0.37 15.2 B 37.1 D Southbound L I 429 3433 0.77 0.13 54.6 D T 1963 5353 0.96 0.37 35.6 D 46.5 D R 580 1583 1. 01 0.37 77.5 E Intersection Delay = 46.9 (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 D ~ ___________________________ OPERATIONAL ANALYSIS __________________________ __ Intersections Release 4.1b~ HCS2000: Signa~ed Analyst.: USAI Agency: CARLSBAD Date: 04/18/03 Period: AM PEAK Project ID: Inter.: EL CAMINO REAL/LA COSTA AVENUE Area Type: All other areas Jurisd: YEAR 2020 NO PROJECT Year CALSO CONDOS E/W St: LA COSTA AVENUE N/S St: EL CAMINO REAL SIGNALIZED INTERSECTION SQMMARY 1 Eastbound 1 Westbound I Northbound I Southbourid r L T R r L T R 1 L T R 1 L I I I I No. Lanes I 2 2 1 I 1 2 1 1 2 3 0 1 2 LGConfig I L T R 1 L T R I L TR r L Volume 1910 117 130 1102 384 367 1150 1725 9 188 Lane Width 112.0 12.0 12.0 112.0 12.0 12.0 112.0 12.0 112.0 RTOR Vol I 50 1 25 1 37 I Duration 0 . .25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 I 5 6 7 EB Left A I NB Left A Thru A I Thru A Right A I Right A Peds 1 Peds WB Left A 1 SB Left A Thru A I Thru A Right A I Right A Peds I Peds NB Right 1 EB Right SB Right I WB Right Green 29.0 25.0 10.0 40.0 Yl=lllow 3.0 3.0 3.0 3.0 All Red 1.0 1.0 1.0 1.0 Cycle Length: Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS EastbOl,:md L 830 3433 1.10 0.24 96.8 F T 776 3725 0.16 0.21 32.2 C 84.9 F R 330 1583 0.25 0.21 33.2 C Westbound L 428 1770 0.25 0.24 29.2 C T 776 3725 0.52 0.21 35.4 D 71.1 E R 330 1583 1.09 0.21 123.6 F NorthbOUnd L 286 3433 0.55 0.08 52.0 D TR 1784 5353 0.97' 0.33 40.5 D 41.5 D Southbound L 286 3433 0.33 0.08 49.3 D T 1784 5353 0.87 0.33 29.8 C 40.8 D R 528 1583 0.98 0.33 72.3 E Intersection Delay = 53.6 (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 Fax: 619/560-9734 E-Mail: usai@urbansystems.net T R 3 1 T R 1545 715 12.0 12.0 200 8 120,0 sees D ____________________________ OPERATIONAL ANALYSIS ______ ~ ______ ~ ______ ~ __ __ HCS2000: Sign~Zed Intersections Release 4.1b~ Analyst: USAI Agency: CARLSBAD Date: 04/18/03 Period: AM PEAK Project ID: Inter.: EL CAMINO REAL/LA COSTA AVENUE Area Type: All other areas Jurisd: YEAR 2020 WITH PRQJECT Year CALSO CONDOS E/W St: LA COSTA AVENUE N/S St: EL CAMINO REAL SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southbound I L T R I L T R I L T R I L I I I I No. Lanes I 2 2 1 I 1 2 1 I 2 3 0 I 2 LGConfig I L T R I L T R I L TR I L Volume 1910 120 130 1105 395 375 1150 1725 10 190 Lane Width 112.0 12.0 12.0 112.0 12.0 12.0 112.0 12.0 112.0 RTOR Vol I 50 I 25 I 37 I Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 I 5 6 7 EB Left A I NB Left A Thru A I Thru A Right A I Right A Peds I Peds WB Left A I SB Left A Thru A I Thru A Right A I Right A Peds' I Peds NB Right I EB Right SB Right I WE Right Green 29.0 25.0 10.0 40.0 Yellow 3.0 3.0 3.0 3.0 All Red 1.0 1.0 1.0 1.0 Cycle Length: Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS Eastbound L 830 3433 1.10 0.24 96.8 F T 776 3725 0.16 0.21 32.2 C 84.7 F R 330 1583 0.25 0.21 33.2 C Westbound L 428 1770 0.26 0.24 29.3 C T 776 3725 0.54 0.21 35.6 D 74.4 E R 330 1583 1.12 0.21 131.8 F Northbound L 286 3433 0.55 0.08 52.0 D TR 1784 5353 0.97 0.33 40.5 D 41.5 D Southbound L 286 3433 0.33 0.08 49.4 D T 1784 5353 0.87 0.33 29.8 C 40.8 D R 528 1583 0.98 0~33 72.3 E Intersection Delay = 54.1 (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Ph6n~: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 T R 3 1 T R· 1545 715 12.0 12.0 200 8 120.0 secs D _____________________________ OPERATIONAL ANALYSIS __________________________ __ HCS2000: Signa4iJed Intersections Release 4.1b~ Analyst: USAI Agency: CARLSBAD Date: 05/16/03 Period: AM PEAK Project ID: E/W St: LA COSTA AVENUE Inter.: LA COSTA AVE./IRANCHO Area Type: All other areas Jurisd: YEAR 2020 NO PROJECT Year CALSO CONDOS N/S St: RANCHO SANTA FE RD. SANTA FE __________ ~--~~----~SIGNALIZED INTERSECTION SUMMARY __ ~ __ =-~~ __ ~ __ ~~ 'Eastbound 1 Westbound 1 Northbound 1 Southbound 1 L T R 1 L T R 1 L T RI L T R No. Lanes LGConfig Volume Lane Width RTOR Vol 1 1 1 I 1--::1:------:::-2--:0::---1 1 2 0 1--::1:-----,:::-3--::1:---'--::1:------:::-3.,-· ----':0::--- 1 L TR 1 L TR 1 L T R 1 L 1352 165 108 135 115 135 129 1865 80 170 112.0 12.0 112.0 12.0 112.0 12.0 12.0 112.0 1010,01 Duration 0.25 Area Type: All other areas TR 1415 159 12.0 o ~----=-~~~~__::~--~~---signal operations ____ ~----~--~~--~~.,-------Phase Combination 1 2 3 4, 5 6 78 EB Left A 1 NB Left A Thru A 'Thru Right A 1 Right Peds 1 Peds WB Left A 1 SB Left Thru A 1 Right A 1 Peds 1 NB Right , EB SB Right 1 WB Green Yellow All Red 24.0 3.0 1.0 14.0 3.0 1.0 Thru Right Peds Right Right A 16.0 3.0 1.0 A A A A 50.0 3.0 1.0 Cycle Length: 120.0 secs Intersection Performance Summary ~--,---::~--------~ -----~----~--------~----Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS Eastbound L 354 TR 409 Westbound L 354 TR 399 Northbound L 236 T 2230 R 646 Southbound L 239 TR 2197 1770 3504 1770 3424 1770 5353 1583 1770 5272 1.10 0.74 0.11 0.70 0.14 0.93 0.14 0.33 0.80 0.20 0.12 0.20 0.12 0.13 0.42 0.41 0.13 0.42 119.0 F 53.8 D 32.9 C 51. 7 D 41.5 D 25.1 C 22.4 G 43.1 D 18.1 B 90.5 F 49.4 D 25.2 C 19.2 B Intersection Delay = 33.6 (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 Fax: 619/560-9734 E-Mail: usai@urbansystems.net C ________________________ ~-OPERATIONAL ANALYSIS ________ ~ __________ ~~ __ __ Intersections Release 4.1b ~ HCS2000: Signa4lfed Analyst: USAI Agency: CARLSBAD Inter.: LA COSTA AVE./IRANCHO SANTA FE Area Type: All other areas Date: 05/16/03 Jurisd: YEAR 2020 WITH PROJECT Period: AM PEAK Year CALSO CONDOS Project ID: E/W St: LA COSTA AVENUE N/S St: RANCHO SANTA FE RD. SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southbound 1 L T R 1 L T R 1 L T R I L I 1 I 1 No .. Lanes 1 1 2 0 1 1 2 0 1 1 3 1 1 1 LGConfig 1 L TR I L TR 1 L T R 1 L Volume 1355 165 110 135 115 135 130 1865 80 170 Lane Width 112.0 12.0 112.0 12.0 112.0 12.0 12.0 112.0 RTOR Vol 1 0 I 0 I 0 1 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 EB Left A NB Left A Thru A Thru A Right A Right A Peds Peds WB Left A SB Left A Thru A Thru A Right A Right A . Peds Peds NB Right EB Right SB Right WB Right Green 24.0 14.0 16.0 50.0 Yellow 3.0 3.0 3.0 3.0 All Red 1.0 1.0 1.0 1.0 Cycle Leng.th: Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay-LOS Eastbound L 354 1770 1.11 0.20 121. 9 F TR 409 3502 0.75 0.12 54.1 D 92.3 F Westbound L 354 1770 0.11 0.20 32.9 C TR 399 3424 0.70 0.12 51.7 D 49.4 D Northbound L 236 1770 0.14 0.13 41.5 D T 2230 5353 0.93 0.42 25.1 C 25.2 C R 646 1583 0.14 0.41 22.4 C Southbound L 236 1770 0.33 0.13 43.1 D TR 2196 5271 0.80 0.42 18.2 B 19.2· B Intersection Delay = 33.9 (sec/veh) Intersection LOS HCS2000: Signalized Intersections Release 4.1b .. -!-.~-~ ..... ;~ Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 T R 3-. 0 TR 1415 160 12.0 0 8 120.0 C secs _____________________________ OPERATIONAL ANALYSIS __________________ ~ __ ------ HCS2000: Signa4lJed Intersections Release 4.1b~ Inter.: LA COSTA AVE./IRANCHO SANTA FE Area Type: All other areas Analyst: USAI Agency: CARLSBAD Date: 05/16/03 Period: PM PEAK Project 10: E/W St: LA COSTA AVENUE I Eastbound I L T R I No. Lanes I 1 2 0 LGConfig I L TR Jurisd: YEAR 2020 NO PROJECT Year CALSO CONDOS N/S St: RANCHO SANTA FE RD. SIGNALIZED INTERSECTION SUMMARY I Westbound I Northbound I Southbound I L T R I L T R I L T R I I I I 1 2 0 I 1 3 1 I 1 3 0 I L TR I L T R I L TR Volume 1138 195 34 1140 240 80 1152 1270 155 1140 1600 346 Lane Width 112.0 12.0 112.0 12.0 112.0 12.0 12.0 112.0 12.0 RTOR Vol I 0 I 0 I 0 I 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 I 5 6 7 8 EB Left A I NB Left A Thru A I Thru A Right A I Right A Peds I Peds WB Left A I SB Left A Thru A I Thru A Right A I Right A Peds I Peds NB Right I EB Right SB Right I WB Right Green 24.0 14.0 16.0 50.0 Yellow 3.0 3.0 3.0 3.0 All Red 1.0 1.0 1.0 1.0 Cycle Length: 120.0 secs Intersection Performance Summary ----~-------------------~----~~--------~-Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS Eastbound L 354 1770 0.43 0.20 35.9 0 TR 425 3642 0.60 0.12 48.3 0 43.6 0 Westbound L 354 1770 0.44 0.20 36.0 0 TR 418 3586 0.85 0.12 62.8 E 54.7 0 Northbound L 236 1770 0.72 0.13 54.7 0 T 2230 5353 0.63 0.42 . 15.1 B 19.8 B R 646 1583 0.27 0.41 23.8 C Southbound L 236 1770 0.66 0.13 51.1 D TR 21,71 5210 1.00 0.42 36.6 0 37.6 0 Intersection Delay = 33.6 (sec/veh) Intersection LOS HCS2000: Signalized Intersectio'ns Release 4.1b Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 Fax: 619/560-97:34 E-Mail: usai@urbansystems.net C. ____ ~ _______________________ OPERATIONAL ANALYSIS __________ ~~ ____________ ~ HCS2000: Signa4iJed Intersections Release 4.1b~ Analyst: USAI Agency: CARLSBAD Date: 05/16/03 Period: PM PEAK Project ID: Inter.: LA COSTA AVE./IRANCHO SANTA FE Area Type: All other areas Jurisd: YEAR 2020 WITH PROJECT Year CALSO CONDOS E/W St: LA COSTA AVENUE N/S St: RANCHO SANTA FE RD. SIGNALIZED INTERSECTION SUMMARY I Eastbound 1 Westbound 1 Northbound 1 Southbo.und 1 L T R 1 L T R 1 L T R 1 L T 1 1 I I No. Lanes 1 1 2 0 1 1 2 0 1 1 3 1 1 1 3 LGCon.fig I L TR 1 L TR 1 L T R 1 L TR Volume 1140 195 35 1140 240 80 1155 1270 155 1140 1600 Lane Width 112.0 12.0 112.0 12.0 /12.0 12.0 12.0 112.0 12.0 RTOR Vol 1 0 1 0 I 0 I Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 / 5 6 7 8 EB Left A 1 NB Left A Thru A 1 Thru A Right A I Right A Peds / Peds WB Left A I SB Left A Thru A I Thru A Right A I Right A Peds / Peds NB Right 1 EB Right SB Right I WB Right Green 24.0 14.0 16.0 50.0 Yellow 3.0 3.0 3.0 3.0 All Red 1.0 1.0 1.0 1.0 Cycle Length: 120.0 Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS Eastbound L 354 1770 0.44 0.20 36.0 D TR 425 3640 0.60 0.12 48.3 D 43.6 D Westbound L 354 1770 0.44 0.20 36.0 D TR 418 3586 0.85 0.12 62.8 E 54.7 0 Northbound L 236 1770 0.73 0.13 55.7 E T 2230 5353 0.63 0.42 15.1 B 19.9 B R 646 1583 0.27 0.41 23.8 C Southbound L 236 1770 0.66 0.13 51.1 D TR 2170 5209 1.00 0.42 37.3 D 38.2 I) Intersection Delay = 33.9 (sec/veh) Intersection LOS = C HCS2000: Signalized Intersections Release 4.1b Urban Systems 4540 Kearney Villa Rd, Suite 106 san Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 R 0 350 0 secs _____________________________ OPERATIONAL ANALYSIS ______ ~ ______________ ~ __ ___ HCS2000: Signa4lJed Intersections Release 4 .1b • Analyst: USAI Agency: CARLSBAD Date: 05/16/03 Perio4: AM PEAK Project ID: Inter.: LA COSTA AVE./ICADENCIA ST. Area Type: All other areas Jurisd: YEAR 2020 NO PROJECT Year CALSO CONDOS E/W St: LA COSTA AVENUE N/S St: CADENCIA ST. SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound . I Southbound I L T R I L T R I L T R I L T f I I I No. Lanes I 1 1 0 I 1 2 0 I 0 1 0 I 0 1 LGC0nfig I L TR I L TR I LTR I LTR Volume 125 570 5 110 483 25 15 5 25 1105 10 Lane Width 112.0 12.0 112.0 12.0 I 12.0 I 12.0 RTOR Vol I 0 I 0 I 0 I Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 I 5 6 7 8 EB Left A I NB Left A Thru A I Thru A Right A-I Right A Peds I Peds WB Left A I SB Left A Thru A I Thru A Right A I Right A Peds I Peds NB Right I EB Right SB Right I WB Right Green 38.0 20.0 Yellow 3.0 3.0 All Red 1.0 1.0 Cycle Length: 66.0 Intersection Performance Summary Appr/ Lime Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS Eas'tbound L 462 802 0.06 0.5$ 0.8 A TR 1127 1958 0.54 0.58 1.5 A 1.5 A Westbound L 444 771 0.02 0.58 0.7 A TR 2129 3698 0.25 0.58 0.9 A 0.9 A Northbound LTR 515 1701 0.07 0.30 11.7 B 11. 7 B Southbot:l,nd LTR 437 1442 0.45 0.30 13.9 B 13.9 B Intersection Delay = 3.2 (sec/veh) Intersection LOS = A HCS2000: Signalized Intersections Release 4 •. 1b Orban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 R 0" . 70 0 secs _____________________________ OPERATIONAL ANALYSIS __________________ ~----__ ~ HCS2000: Signa~ed Intersections Release 4.1b~ Analyst: USAI Agency: CARLSBAD Date: 05/16/03 Period: AM PEAK Project ID: Inter.: LA COSTA AVE./ICADENCIA ST. Area Type: All other areas E/W St: LA COSTA AVENUE No. Lanes LGConfig Volume Lane Width RTOR Vol Duration I Eastbound J L I I 1 I L 125 112.0 I 0.25' T 1 TR 575 12.0 38.0 3.0 1.0 5 0 R 0 Jurisd: YEAR 2020 WITH PROJECT Year CALSO CONDOS N/S St: CADENCIA ST. SIGNALIZED INTERSECTION SUMMARY I Westbound I I L T R I L I I I 1 2 0 I I L TR I 110 485 25 15 112.0 12.0 I I 0 I Northbound 0 T 1 LTR 5 12.0 A A A 20.0 3.0 1.0 R 0 25 0 Cycle I Southbound I L T R I I 0 1 0 I LTR 1105 10 70 I 12.0 I 0 Length: 66.0 . I I I I I I I I secs ____ ~--__ ----~--__ Intersection Performance Summary ____ -= ____ ~~--~~ __ ----- Appr/ Lane Adj Sat Ratios Lane Group Approa,ch Lane Group Flow Rate Grp Capacity (s) Eastbouhd L461 TR 1127 Westbound L 442 TR 2129 Northbound LTR 515 Southbound LTR 437 800 1958 768 3698 1701 1442 vic 0.06 0.54 0.02 0.25 0.07 0.45 Intersection Delay = 3.2 g/C Delay LOS Delay LOS 0.58 0.58 0.58 0.58 0.30 0.30 0.8 1.6 0.7 0.9 11. 7 13.9 (sec/veh) A A A A B B 1.5 0.9 11.7 13.9 A A B B Intersection LOS = A HCS2000: Signalized Intersections Release 4.1b 1 " T; .• 2 .. ; '; -:;J.,: Urban·Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: tlsai@urbansystems.net Fax: 619/~60-9734 ______ ~ ____________________ OPERATIONAL ANALYSIS ________________________ ~ __ Intersections Release 4.1b ~ Analyst: USAI Agency: CARLSBAD Date: 05/16/03 Period: PM PEAK Project ID: Inter.: LA COSTA AVE./ICADENCIA ST. Area Type: All other areas Jurisd: YEAR 2020 NO PROJECT Year CALSO CONDOS E/W St: LA COSTA AVENUE N/S St: CADENCIA ST. SIGNALIZED INTERSECTION SUMMARY 1 Eastbound I Westbound. 1 Northbound 1 Soui;:pbound 1 L T R t L T R 1 L T R 1 L I I 1 1 No,. Lanes 1 1 1 0 I 1 2 0 1 0 1 0 1 0 LGConfig 1 L TR 1 L TR I LTR 1 Volume 160 577 10 115 498 65 15 5 10 130 Lane Width 112.0 12.0 112.0 12.0 t 12.0 1 RTOR Vol I 0 I 0 1 0 I Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 I 5 6 7 EB Left A I NB Left A Thru A I Thru A Right A 1 Right A Peds I Peds WB Left A 1 SB Left A Thru A 1 Thru A Right A I Right A Peds I Peds NB Right 1 EB Right SB Right I WB Right Green 42.0 10.0 Yellow 3.0 3.0 All Red 1.0 1.0 Cycle Length: Intersection Performance Summary -, Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vic g/C Delay LOS Delay LOS Eastbound L 514 734 0.13 0.70 0.6 A TR 1369 1956 0.48 0.70 0.9 A 0.9 A Westbouno. L 517 738 0.03 0.70 0.5 A TR 2563 3661 0.24 0.70 0.6 A 0.6 A Northbound LTR 279 1671 0.08 0.17 18.4 B 18.4 B Southbound LTR 264 1586 0.44 0.17 20.7 C 20.7 C Intersection Delay = 2.6 (sec/veh) Intersection LOS HCS2000: Signalized Intersections Re1e~se 4.1b ~r.{_. I.~~r.l.dq'~~::' ~ Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 T R 1 0 LTR 5 70 12.0 0 8 60.0 A secs _____________________________ OPERATIONAL ANALYSIS __ ----------------__ --------- HCS2000: Signa~ed Analyst: USAI Agency: CARLSBAD Intersections Release 4.1b 4It Inter.: LA COSTA AVE.!ICADENCIA ST. Area Type: All other areas Date; 05/16/03 Jurisd: YEAR 2020 WITH PROJECT Period: PM PEAK Year CALSO CONDOS Project ID: E/W St: LA COSTA AVENUE N/S St: CADENCIA ST. SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound 1 Southbound I L 1 1 1 I L 160 No. Lanes LGConfig Volume Lane Width RTOR Vol 112.0 I Du~ation 0.25 Appr/ Lane Grp Lane Group Capacity Eastbound L 510 TR 1369 Westbound L 515 TR 2563 Northbound LTR 279 Southbound LTR 264 T R 1 L T R 1 L T R I L T I I 1 1 0 1 1 2 0 I 0 1 0 I 0 1 TR 1 L TR I LTR I LTR 580 10 115 505 65 15 5 10 130 5 12.0 112.0 12.0 1 12.0 1 12.0 0 I 0 I 0 I Area 1 2 A A A A A A 42.0 10.0 3.0 3.0 1.0 1.0 Cycle Length: 60.0 Intersection Performance Summary Adj Sat Ratios Lane Group Approach Flow Rate (s) vic g/C Delay LOS Delay LOS 728 0.13 0.70 0.6 A 1956 0.48 0.70 0.9 A 0.9 A 736 0.03 0.70 0.5 A 3662 0.25 0.70 0.6 A 0.6 A 1671 0.08 0.17 18.4 B 18.4 B 1586 0.44 0.17 20.7 C 20.7 C Intersection Delay = 2.6 (sec/veh) Intersection LOS = A HCS2000: Signalized Intersections Release 4.1b Jim Lundquist Urban Systems 4540 Kearney Villa Rd, Suite 106 San Diego, CA 92123-1573 Phone: 619/560-4911 E-Mail: usai@urbansystems.net Fax: 619/560-9734 R 0 70 0 secs _____________________________ OPERATIONAL ANALYSIS ____________ ~ ____________ __ ... C1l ..,.... J:::: ~ ..,.... "3 tT.) J:::: o o >, ~ a b ,1' a a 1;\.1 @ Pc4=PL ~----.---------~.~----~ EARlHWORK CALCS FOR LA COSTA CONDOMINIUMS CT02-28 Project: 981027 Olt yards Site: 981027 Stratun: ew-01 exgrd 28538.20 28724.49 -----Ctt.cl::er -22, --2084- Site Volure Table: Unadjuste::l------------------- Fill yards fg01 10064.13 10048.22 Net yards 18474.07 (C) 18676.27 (C) Average: 18575.17 Cl ExpJrt M=thod Grid CcrrpJsite A±:1itional Olt for full base:rents: 3600 Cl ExpJrt Total Grac:ling: 22175 Cl-ExpJrt Drive's A & B urx::lera.rt: (34,000 SF * 10") /27: 1050 Cl E.'.xp:)rt' 'Ibtal Site: 23,225 cr 'Export ()/~ CON S U~T s. 2710 'Loker Avenue Wesf Suite 100 Carlsbad. California 92008 760-931-7700 Fax: 760-931-8680 Civil Engineering Planning Processing Surveying ~--------~-----------------------~----------------~------~--~ G:\jobs\2002\981027\9827Z53.dwg Oct ,22. 2004 10:33am Xrefs: c:--r 02-~28 Mle~ • J:~cnI\'ED JAN 20 2005 ENGINEE:RING QePARHMEArr •