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GPA 12-01; Kelly Corporate Center; General Plan Amendment (GPA) (5)
TRAFFIC IMPACT ANALYSIS For Carlsbad Medical Offices Prepared for Harve Filuk-The Allen Group 1st Submittal Draft: December 17, 2012 © URBAN SYSTEMS ASSOCIATES, INC. TRAFFIC PLANNING & ENGINEERING, MARKETING & PROJECT SUPPORT CONSULTANTS TO INDUSTRY AND GOVERNMENT 4540 Kearny Villa Road, Suite 106 San Diego, CA 92123-1573 (858) 560-4911 Carlsbad Medical Offices Harve Filuk-The Allen Group © Urban Systems Associates, Inc. Section TRANSPORTATION ANALYSIS TABLE OF CONTENTS December 17, 2012 1.0 INTRODUCTION ....................................................................................................................................... 1-1 2.0 EVALUATION METHODOLOGY ........................................................................................................... 2-1 3.0 EXISTING CONDITIONS ......................................................................................................................... 3-1 4.0 THE PROJECT TRIP GENERATION ....................................................................................................... 4-1 5.0 EXISTING PLUS PROJECT CONDITIONS ............................................................................................. S-1 6.0 NEAR TERM WITH AND WITHOUT PROJECT.. .................................................................................. 6-1 7.0 YEAR 2030 PLUS PROJECT CONDITIONS ........................................................................................... 7-1 8.0 CONCLUSIONS AND RECOMMENDATIONS ...................................................................................... S-1 9.0 REFERENCES ............................................................................................................................................ 9-1 10.0 URBAN SYSTEMS ASSOCIATES, INC. PREPARERS ........................................................................ 1 0-1 APPENDICES A. North County Model Forecast & City Scoping Memo B. Existing Traffic Counts and Level of Service Worksheets C. Existing Plus Project Synchro Worksheets D. Other Projects Considered E. Near Term With and Without Project Synchro Worksheets F. Year 2030 Without and With Project Synchro Worksheets 003112 11 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group Number LIST OF FIGURES © Urban Systems Associates, Inc. December 17, 2012 1-1 Project Location Map .................................................................................................................................. 1-2 1-2 Study Area Boundary/ Intersection Key ...................................................................................................... 1-3 3-1 Existing Roadway Classifications ............................................................................................................... 3-2 3-2 Existing Lane Configurations ...................................................................................................................... 3-3 3-3 Existing Average Daily Traffic .................................................................................................................. 3-4 3-4 Existing AM/PM Peak Hour Traffic ........................................................................................................... 3-7 4-1 Project Site Plan .......................................................................................................................................... 4-2 4-2 Project Distribution Percentages ................................................................................................................. 4-4 4-3 Project Only Average Daily Traffic ............................................................................................................ 4-6 4-4 Project Only AM/PM Peak Hour Traffic .................................................................................................... 4-7 5-1 Existing Plus Project Average Daily Traffic ............................................................................................... S-2 5-2 Existing Plus Project AM/PM Peak Hour Traffic ....................................................................................... S-3 6-1 Other Projects Only Average Daily Traffic Volumes ................................................................................. 6-2 6-2 Near Term Without Project Average Daily Traffic Volumes ..................................................................... 6-3 6-3 Near Term With Project Average Daily Traffic Volumes ........................................................................... 6-4 6-4 Near Term Without Project AM I PM Peak Hour Traffic ........................................................................... 6-8 6-6 Near Term With Project AM I PM Peak Hour Traffic .............................................................................. 6-1 0 7-1 Year 2030 Without Project Average Daily Traffic ..................................................................................... 7-2 7-2 Year 2030 With Project Average Daily Traffic ........................................................................................... 7-3 7-3 Year 2030 Without Project AM/PM Peak Hour Traffic .............................................................................. 7-7 7-4 Year 2030 With Project AM/PM Peak Hour Traffic ................................................................................... 7-8 003112 lll 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group Number LIST OF TABLES © Urban Systems Associates, Inc. December 17, 2012 3-1 Existing Street Segment Level of Service Summary ................................................................................... 3-5 3-2 Existing Intersection Level of Service ........................................................................................................ 3-8 4-1 Project Trip Generation ............................................................................................................................... 4-3 5-1 Existing Plus Project Street Segment Level of Service Summary .............................................................. S-4 5-2 Existing Plus Project Intersection Level of Service Summary .................................................................... 5-S 6-1 Near Term Without Project Street Segment Levels of Service Summary ................................................... 6-5 6-2 Near Term Plus Project Street Segment Levels of Service Summary ......................................................... 6-6 6-3 Near Term Without Project Intersection Levels of Service Summary ...................................................... 6-11 6-4 Near Term With Project Intersection Levels of Service Summary ........................................................... 6-12 7-1 Year 2030 Without Project Street Segment Level of Service Summary ..................................................... 7-4 7-2 Year 2030 With Project Street Segment Level of Service Summary .......................................................... 7-5 7-3 Year 2030 Without Project Intersection Levels of Service Summary ......................................................... 7-9 7-4 Year 2030 With Project Intersection Levels of Service Summary ............................................................ 7-10 8-1 Near Term Without & Near Term With Project Intersection Comparison ................................................. 8-3 8-2 Year 2030 Without & Year 2030 With Project Intersection Comparison ................................................... 8-4 003112 IV 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group © Urban Systems Associates, Inc. December I 7, 2 012 1.0 INTRODUCTION Urban Systems Associates, Inc. (USAI) was retained to evaluate possible traffic impacts from the construction of 48,000 square feet of medical office and the conversion of 48,000 square feet of existing office in the City of Carlsbad. Figure 1-1 shows the project location. Figure 1-2 shows the project study area intersections and street segments The project consists of coverting 48,000 square feet of an existing building and constructing a new 48,000 square foot medical office building. In order to evaluate possible project traffic impacts, Existing, Existing Plus Project, Plus Other Projects and Year 2030 Conditions were evaluated. Near Term and year 2030 traffic volumes were estimated using the San Diego Area of Governments (SANDAG) Combined North County Transportation Model, Carlsbad Sub-area, for assumed built-out in Year 2030. For the purposes of evaluation, the report is divided into the following sections: 1.0 Introduction 2.0 Methodology 3.0 Existing Conditions 4.0 The Project Trip Generation 5.0 Existing Plus Project Conditions 6.0 Near Term With & Without Project (Year 2010) Conditions 7.0 Year 2030 With & Without Project Conditions 8.0 Conclusions and Recommendations 003112 1-1 003112-Report_B Carlsbad Medical Offices Harve Filuk -The Allen Group 003 11 2 PROJECT SITE FIGURE 1-1 Proj ect Location Map 1-2 © Urban Systems Associates, Inc. December 17, 2012 ~ NO SCALE ~ 003 112-Report_B Carlsbad Medical Offices Harve Filuk -The Allen Group LEGEl D: CD =Inter ection Key =Study Area Boundary PROJECT SITE FIGURE 1-2 © Urban Systems Associates, Inc. December 17, 2012 N HO SCALE: Study Area Boundmy I Intersection Key I 003112 1-3 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group 2.0 EVALUATION METHODOLOGY © Urban Systems Associates, Inc. December 17, 2012 2.1 REGIONAL CONGESTION MANAGEMENT PROGRAM (CMP) The Congestion Management Program (CMP) guidelines were developed to provide a set of procedures for completing enhanced CEQA review for certain projects. The guidelines, prepared by the San Diego Association of Governments (SANDAG), stipulate that any development project generating 2,400 or more average daily trips or 200 or more peak hour trips must be evaluated in accordance with requirements of the Regional CMP. This project will generate 2,840 new average daily trips, 14 AM and 273 PM peak hour trips. Project traffic generation is above the stated thresholds for both daily and peak traffic therefore, a CMP analysis is required. 2.2 CITY OF CARLSBAD GROWTH MANAGEMENT PROGRAM GUIDELINES The City of Carlsbad Growth Management Program circulation standards allow level of service "D" for street segments and intersections during peak hours and level of service "C" during non-peak hours. This evaluation is based upon this standard of performance. 2.3 COMPUTER TRAVEL FORECASTS Computer travel forecasts are typically used for the analysis of Near Term and Long Term Year 2030 conditions. The forecasts are prepared by the City of Carlsbad and SANDAG. The SANDAG Cities/County Combined North County Year 2030 Transportation Forecast prepared in April 2011 was 003112 2-1 003112-Report _ B Carlsbad Medical Offices Harve Filuk-The Allen Group © Urban Systems Associates, Inc. December 17, 2012 used for evaluation of Year 2030 conditions. Appendix A contains the trip generation, distribution, 2030 forecast and study discussed with City staff as a basis for scoping this study. 2.4 INTERSECTION LEVEL OF SERVICE LOS PROCEDURES To determine Existing, and Existing Plus Project intersection peak hour Levels of Service (LOS), the Intersection Capacity Utilization (ICU) method was used. That method was used for the existing conditions evaluation in the latest (Year 2012) City of Carlsbad Growth Management Program Traffic Monitoring Report and is used in the City of Carlsbad Growth Management Program. The Near Term cumulative and Long Term Year 2030 intersection peak hour levels of service were evaluated using Highway Capacity Manual computer software methodology. 2.5 DETERMINATION OF SIGNIFICANT IMPACTS At roadway segments, the threshold of significance is an allowable increase in volume to capacity ratio during the peak hours so that a level of service "D" is not exceeded as included in the City of Carlsbad Growth Management Program Circulation Performance Standards. At intersections, a level of service "D" is acceptable during peak hours, and no significant impact occurs if LOS "D" is maintained, per the City of Carlsbad Growth Management Program Circulation Performance Standards. 003112 2-2 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group © Urban Systems Associates, Inc. December !7, 2012 If an intersection is at LOS "E" or "F" then the project has a significant impact if the ICU value increases by more than two percent (0.02) or, when using HCM methods, the average delay increases by more than two seconds with project traffic added. 003112 2-3 003 I I 2-Report_ B ------------------, Carlsbad Medical Offices Harve Filuk-The Allen Group © Urban Systems Associates, Inc. December 17, 2012 3.0 EXISTING CONDITIONS This section of the report evaluates existing average daily traffic (ADT) volumes on study area street segments (between intersections) and at intersections during AM and PM peak hours. Traffic volumes are based on recent daily roadway traffic counts and peak period manual traffic counts at intersections. See appendix B for traffic~ta. The counts were obtained October 25, 2012. (·Jf\'1 ' ) 3.1 STREET SEGMENTS Figure 3-1 shows existing street functional classifications. Figure 3-2 shows existing lane configurations for intersections within the study area. Figure 3-3 shows existing average daily traffic volumes on street segments of Palomar Airport Road, Hidden Valley Road and A viara Parkway within the study area. These volumes were taken from recent traffic counts conducted by Transportation Studies, Inc. in October 25, 2012. Palomar Airport Road is classified as a six (6) lane Prime Arterial, Hidden Valley Road a two lane collector and Aviara Parkway a four (4)/ five (5) lane major. Bike lanes exist on both sides of the roadway and parking is prohibited. The posted speed limit is 55 mph. Table 3-1 includes existing street segment levels of service based on the highest peak hour flow per lane, taken from intersection peak hour traffic counts, and a per lane capacity of 1,800 VPHPL. As shown, all street segments operate acceptably at a level of service (LOS) "A." 003112 3-1 003112-Report_B Carlsbad Medical Offices Harve Filuk -The Allen Group LEGE '0 .--. -= 6 -Lane Prime Arterial '9''9''9' = 4-Lane Major e e e = 2 -Lane Collector FIGURE 3-1 Existing Roadway Classifications 003112 3-2 © Urban Systems Associates, Inc. December 17, 2012 ~ NO SCALE I 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group 8 ,: ~ q S> -~ ...,..__ ~ ~ 0 ...,..__ ~ ) ~ "~ r o Palorna.,. Airport Rd. 0 0 _I -;:J ~y o; ---+-§' ---+-~ ---+-!'! ~ ~ -o -o iii Palomar Airport Rd. at Hidden Valley Rd. I The Crossing 0 ;:;, ~ -'< 4 ~ ~ 0. d ~ s " Driveway "" ~ ~ t t ~ Aviara Parkway at Driveway 0 © Urban Systems Associates, Inc. December 17, 2012 .,; 0 '-.,; "' 2 § CXl ...,..__ ~+ ...,..__ ~ ~ "' ...,..__ ) 4 \..l ~ 4" ~ ~ -o ~ :X: DTiveway o Palomar Airport Rd. 0 ~ ~ 0 ~y ~~ t t (' -+ ;S ---+-] ---+-0. ---+-~ d ~ ·s "" Hidden Valley Road at Palomar Airport Road at Driveway College Blvd. I Aviara Pkwy. ~ =Traffic Signal ~ = Stop Control FIGURE 3-2 ~ NO SCALE Existing Lane Configurations I 00311 2 3-3 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group Count Date: October 2012 003112 FIGURE 3-3 Existing Average Daily Traffic 3-4 © Urban Systems Associates, Inc. December 17, 2012 ~ NO SCALE • 0031 12-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group TABLE3-1 © Urban Systems Associates, Inc. December 17, 2012 Existing Street Segment Level of Service Summary ~ \ Road Segment Palomar Airport Rd. Annada Dr. to Hidden Valley Rd. Hidden Valley Rd. to College Blvd. College Blvd. to Palomar Oaks Way Hidden Valley Rd. Palomar Airport Rd. to Salt A ire Way A viara Pkwy. Palomar Airport Rd. to Laurel Tree Way D =Direction PHV =Peak Hour Volume VIC= Volume divided by Capacity LOS= Level of Service (I)= Based on 1,800 vehicles per lane per hour 003112 D lanes Capacity EB 3 5,400 WB 3 5,400 EB 3 5,400 WB 3 5,400 EB 3 5,400 WB 3 5,400 NB I 1,800 SB I 1,800 NB 2 3,600 SB 3 5,400 3-5 'Of{ ::;. • -z_.\ro~ {~0" AM Peak Hour PM Peak Hour PHV VIC (1) ws PHV VIC (1) ws 2,256 0.42 A 1,546 0.29 A 1,137 0.21 A 2,511 0.47 A 2 189 0.41 A 1,536 0.28 A 1,137 0.21 A 2,412 0.45 A 1,871 0.35 A 1,318 0.24 A 896 0.17 A 1,902 0.35 A 177 0.10 A 132 0.07 A 114 0.06 A 240 0.13 A 822 0.23 A 521 0.14 A 396 0.07 A 964 0.18 A VIC ws 0.00-0.60 A 0.61-0.70 B 0.71-0.80 c 0.81-0.90 D 0.91-1.00 E Over l.OC F 003112-Report_ B Carlsbad Medical Offices Harve Filuk-The Allen Group 3.2 INTERSECTIONS © Urban Systems Associates, Inc. December 17, 2012 Figure 3-4 shows existing AM and PM peak hour traffic volumes at the study area intersections. The volumes were taken from recent counts conducted by Transportation Studies, Inc. on October 25, 2012. Table 3-2 includes the results of the intersection level of service evaluation for existing conditions. The study area intersections are shown to be operating at acceptable levels of service ("D" or better LOS) for existing conditions. Appendix B includes existing conditions traffic counts and levels of service worksheets. 003112 3-6 003112-Report_B r---------------------- Carlsbad Medical Offices Harve Filuk-The Allen Group CD Signalized r.; C) "' r1 ~ ..,. ...... 76/47 ...... r1 ...... ·a ~ ..... ........... ... 1024/2273 r1 ..... ..,. 0 ..,. r1N ,.. 37/92 .. Jl~ E:: Palomar Airport Rd. ,., 86/50 ....# r11.0t-- 2079/1366 ... m-. Ill ..... "' ..... 91/130 ~ 0 ...... <D r--CX) Oct-12 Palomar Airport Rd./ The Crossing Dr. 0 Unsignalized r--"' en r--..... ..... ...... "' "' ..,. r1 J. Driveway ~ ,. Q"! i! "<tf'- ·~ ........... r1"' 4/35 ~ ~ ........... m 0 CX) Oct-12 Aviara Pkwy./ Driveway © Urban Systems Associates, Inc. December !7, 20!2 @ Unsignalized @r1N Signalized "=i "=i ~ ;.. 0 C»r1 liS r1 8/33 Ill ..,. r--36/25 LONI.O :::: ~ -.-.N ~ ~ ............... ~ 3/0 ..,. r1 ..... ... 754/1608 "<tr1t--... N<O 0 ~ ..-<Or1 ~ ,.. 0 I 11 ............ ..,. a ,.. 106/269 Jl~ Jl~ Driveway Palomar Aitport Rd. ,., 'tf 0/25 ....# ..-m..-566 I 139 ....# r1 0 ...... 0 I 1 -.m-. 1574/1120 ... en <D r--... <0 ..... 1.0 .................. 0/8 ~ en..-136/266 ~ ............... <D en r1 r--...... Ill <D "' ..-r1N Oct-12 Oct-12 Hidden Valley Rd./ Driveway Palomar Airport Rd. I College Blvd. FIGURE3-4 Existing AM I PM Peak Hour Traffic 003112 3-7 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group LOS= Level of Service 003112 © Urban Systems Associates, Inc. December 17, 2012 TABLE3-2 Existing Intersection Levels of Service SIGNALIZED INTERSECTIONS PMPeak Hour UNSIGNALIZED INTERSECTIONS AMPeakHour PMPeakHour 3-8 003112-Report_B -------------- Carlsbad Medical Offices Harve Filuk-The Allen Group 4.0 THE PROJECT TRIP GENERATION Figure 4-1 shows the project site plan. 4.1 TRIP GENERATION © Urban Systems Associates, Inc. December 17, 2012 Table 4-1 shows the vehicle trip generation expected from the Carlsbad Medical Office Project. As shown in this table, the expected* average daily traffic (ADT) volume is 2840 ADT, with 14 vehicles per hour in the AM peak hour (17 VPH inbound, + 30 VPH outbound) and 273 vehicles per hour in the PM peak hour (I 07 VPH inboun~~H outbound). The existing uses are shown in the top portion of Table 4-1. For the purposes of this study, and based on consultation with City staff, only the net new trips were used for this analysis. 4.2 PROJECT TRIP DISTRIBUTION Figure 4-2 shows project only directional distribution percentages of project traffic onto the adjacent roadway system. These percentages are based on the patterns of traffic using the adjacent intersections 003112 4-1 00 3112-Report _B Carlsbad Medical Offices Harve Filuk-The Allen Group 003112 To be Provided by client FIGURE 4-1 Site Plan 4-2 © Urban Systems Associates, Inc. December 17, 2012 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group Use In tens it Commercial Office (built) 48,000 Commercial Office (unbuilt) 50,000 Subtotal Medical Office 48,000 Medical Office 48,000 Subtotal A Source: 20 20 50 50 TABLE 4-1 Project Trip Generation Driveway Rates Rate ADT AM Peak% Vol. In %!lOut% Existing Fntitlement /KSF 960 14% 134 90%: 10% /KSF 1,000 14% 140 90% : 10"/o 1,960 274 Future Fntitlement /KSF 2,400 6% 144 80% : 20"/o /KSF 2,400 6% 144 80% : 20"/o 4,800 288 2,840 14 f © Urban Systems Associates, Inc. December /7, 20/2 PM In Out Peak % Vol. In %!!Out% In Out 121 13 13% 125 20"/o : 80"/o 25 100 126 14 13% 130 20% : 80"/o 26 104 247 27 255 51 204 115 29 ll% 264 30"/o : 70% 79 185 115 29 ll% 264 30%:70% 79 185 230 58 528 158 370 -17 30 273 107 166 Rates taken from the (Not So) Brief Guide ofVehicular Traffic Generation Rates for the San Diego Region, April2002 Note: KSF = 1,000 Square Feet 003112 4-3 003112-Report _ B ... -________________________________________________ __] Carlsbad Medical Offices Harve Filuk -The Allen Group 003112 PROJECT SITE FIGURE 4-2 Project Distribution Percentages 4-4 © Urban Systems Associates, inc. December 17, 2012 ~ NO SCALE ' 003112-Report_B Carlsbad Medical Offices Harve Filuk -The Allen Group © Urban Systems Associates, Inc. December 17, 2012 Figure 4-3 shows project only weekday average daily traffic volumes. These volumes are used in the analysis of Near Term and Long Term With Project Conditions evaluated in this report. Figure 4-4 shows project only AM and PM peak hour traffic volumes within the study area. These volumes are used for subsequent with project conditions evaluations in this report. 003lf2 4-5 003112-Report_B Carlsbad Medical Offices Harve Filuk -The Allen Group 003112 FIGURE4-3 Project Only Average Daily Traffic 4-6 © Urban Systems Associates, Inc. December 17, 2012 ~ NO SCALE I 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group CD ..: ~ -~ ll) "' .._ ~ ~ 0 .r--1/5 ' l '" ~ Palomar Airport Rd. ,., 0 <X) ll) ll) .._ 1'-.._ N.._ -5/32 ~ (j) ('I) ..... Palomar Airport Rd. I The Crossing Dr. 0 ('I) '<t .._ 1'-' J Drivewav ~ ~ ' .. c.o ... ..... ·~ .._ 5/25 N ~--.:: ' Aviara Pkwy. I Driveway © Urban Systems Associates, Inc. December I 7, 2012 @ ..,. @ ..,. 1:11:: ~ ('I) ~-L. 24/133 <D ~ '<t ~ ~ ~ -1 /5 .._ .._ .... 1'-.,.. 2/8 N .,.. -4/27 ' t ' a ~ ~ l :'l:j Driveway Palomar Airport Rd. ( ll) 5/25 ...# .._ 9/50 ... ..... ' Hidden Valley Rd. I Palomar Airport Rd. I Driveway College Blvd. FIGURE 4-4 Project Only AM I PM Peak Hour Traffic 003112 4-7 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group 5.0 EXISTING PLUS PROJECT CONDITIONS 5.1 STREET SEGMENTS © Urban Systems Associates, Inc. December 17, 2012 Figure 5-l shows project only average daily traffic volumes added to existing volumes for the project study area street segments. Figure 5-2 shows project only AM and PM peak hour volumes added to existing peak hour volumes at study area intersections. Table 5-1 summarizes street segment levels of service using the peak hour flow per lane on each segment between intersections. As shown in this table, all segments evaluated are expected to operate acceptably at LOS "D" or better, with project traffic added. Therefore, project direct impacts to street segments within the study area for this condition are considered to be less than significant. No changes (improvements) to roadway segments are necessary based upon this analysis. 5.2 INTERSECTIONS Table 5-2 summarizes intersection levels of service with project traffic added to existing AM and PM peak hour volumes at intersections within the study area. 003112 5-l 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group 003112 © Urban Systems Associates, Inc. December 17, 2012 FIGURE 5-1 Existing + Project Average Daily Traffic ~ NO SCALE I 5-2 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group CD Signalized ..: ~ .~ I{) C'1 76/47 "<t ...... "'-...... CX) ...... "" .._ ...... .._ ~ .... 1024/2273 C'1-"<t c "<tNN ~ 36/97 ... Jl~ ~ Palomar Airport Rd. 't ( 86/50 --i ('1('1 N 2079/1366 .... "<t..-C'1 ..-.._ ..-.._.,_ .._ 86/162 ~ ()')..-()') 1'-()') Palomar Airport Rd. I The Crossing Dr. 0 Unsignalized 1'-I{) 0 ()') I{) .._ .._ ...... CX) I{) ('1('1 Jl Driveway ;:. 't ~· ~ <::1 01'-.. N ..--~ .._ I{) 9/60 ..-.._ ---.. ~ ..-()') 0 CX) Aviara Pkwy. I Driveway @ © Urban Systems Associates, Inc. December 17, 2012 Unsignalized @ Signalized ~ "l:l ~ C'1 CX) ~ 0 ~ 32/166 O'l"<t 1:1:1 36/25 C'1 CX) "'-10"<1'1'-j "'-ION"<!' .._ .._ N .._ .._ .._ :::: .... 3/0 "<t..--.... 753/1613 "<tc-10 N<D 0 ::::: ..-(0('1 ~ ~ 2/19 ..-..-"<!' 13 ~ 102/296 ~ Jl~ Jl~ ~ Driveway Palomar Airport Rd. ,., ,., 0/25 --i ..-()')(0 571/164 --i ('10..- 0/1 .... .._ ()') .._ 1583/1170 .... O'l<DI'- <D-"<t ..-..-..- ()') ...... .._ .._ .._ 0/8 ~ <D 136/266 ~ ()') C'1 1'-..-10<010 ..-C'1N Hidden Valley Rd. I Palomar Airport Rd. I Driveway College Blvd. FIGURE 5-2 Existing+ Project AM I PM Peak Hour Traffic 003112 5-3 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group TABLE 5-l © Urban Systems Associates, Inc. December 17, 2012 Existing+ Project Street Segment Level of Service Summary Palomar Airport Rd. Armada Dr. to Hidden Valley Rd. Hidden Valley Rd. to College Blvd. College Blvd. to Palomar Oaks Way Hidden Valley Rd. Palomar Airport Rd. to Salt Aire Way A viara Pkwy. Palomar Airport Rd. to Laurel Tree Way D = Direction PHV = Peak Hour Volume VIC= Volume divided by Capacity LOS = Level of Service (l) =Based on 1,800 vehicles per lane per hour 003112 EB WB EB WB EB WB NB SB NB SB 5-4 3 5,400 2,251 3 5,400 1,146 3 5,400 2,202 3 5,400 1,136 3 5,400 1,880 3 5,400 891 1,800 201 I 1,800 107 2 3,600 820 3 5,400 389 0.42 A 1,578 0.29 A 0.21 A 2,561 0.47 A 0.41 A 1,611 0.30 A 0.21 A 2,417 0.45 A 0.35 A 1,368 0.25 A 0.17 A 1,934 0.36 A 0.11 A 265 0.15 A 0.06 A 283 0.16 A 0.23 A 537 0.15 A 0,07 A 1,007 0.19 A VIC ws 0.00-0.60 A 0.61-0.70 B 0.71-0.80 c 0.81-0.90 D 0.91-1.00 E Over 1.00 F 003112-Report _ B Carlsbad Medical Offices Harve Filuk-The Allen Group TABLE 5-2 © Urban Systems Associates, Inc. December 17, 2012 Existing+ Project Intersection Levels of Service SIGNALIZED INTERSECTIONS UNSIGNALIZED INTERSECTIONS 4 A viara Pkwy. I Driveway Uns ignalized A 11.6 B 'F"-' ,~-_ •~~ •~r ~ " , , M ~c:-~"'"'"',--.,."1'"'~"'"'"'"'117"-'"'""""Pr"'~~~-,." '" "' ,~ ~ """F<-r -• '" "''~ ~~·~-<~ '~,.., " ~"'"" ""0'r "'""""1 !:;' ... ,.,~. ~,_ "-•N• ''" • ..._.._ ••-' ••'-"~ ---~"'--• ~ !-•-~ ~----~""'"---•--~-b-'.>1.~""""~~--t..>-~"'~'"' •~~~ lo.• ~~ ~ "'~"'-•"'~ .. •-•• • ~ .l-'" ...... ,..,.~ -~•o-~••"~ _, ___ ~--• _.J. Notes: LOS = Level of Service 003]]2 5-5 003112-Report _ B Carlsbad Medical Offices Harve Filuk-The Allen Group © Urban Systems Associates, Inc. December 17, 2012 As shown in this table, all intersections operate at acceptable (LOS "D" or better) levels of service when project traffic is added. Therefore, intersection mitigation will not be needed to accommodate project traffic. Appendix C includes Existing Plus Project intersection levels of service worksheets. 003ll2 5-6 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group 6.0 NEAR TERM WITH AND WITHOUT PROJECT 6.1 STREET SEGMENTS © Urban Systems Associates, Inc. December 17, 2012 Other projects as shown and listed in Appendix D were considered for this evaluation. Of the seventeen projects considered, five projects were found to contribute traffic to street segments and intersections within the study area for this project. Figure 6-1 summarizes the other project daily and intersection AM I PM peak traffic that was included in this analysis and as discussed in the following sections of this report. Other approved and pending projects considered for this analysis are included in Appendix D. 6.2 STREET SEGMENTS Figure 6-2 shows near term cumulative average daily traffic volumes, without project traffic. Figure 6-3 shows near term cumulative average daily traffic volumes, with project traffic. Tables 6-1 and 6-2 summarizes street segment levels of service using the peak hour flow per lane on each segment between intersections for both the without and with project conditions. As shown in these tables, all segments evaluated for the Near-Term are expected to operate acceptably at LOS "A". LOS "D" or better is acceptable when project traffic is included. Project direct impacts to street segments for this condition are considered less than significant because a better than LOS "D" is maintained both without and with the project, therefore no roadway segment mitigation is needed. 003112 6-1 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group © Urban Systems Associates, Inc. FIGURE 6-1 Other Projects Only Average Daily Traffic Volumes 003112 6-2 December 17, 2012 l riA ~ NO SCALE I 00311 2-Report_B Carlsbad Medical Offices Harve Filuk -The Allen Group ,-PROJECT SITE © Urb an Systems Associates, Inc. December 17, 2012 ~ NO SCALE FIGURE 6-2 I Near Term Without Project Average Daily Traffic Volmnes 003112 6-3 003112-Report_B Carlsbad Medical Offices Harve Filuk -The Allen Group PROJECT SITE FIGURE 6-3 © Urban Systems Associates, Inc. December 17, 2012 ~ Near Term With Project Average Daily Traffic Volumes NO SCALE ~ 003112 6-4 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group Table 6-1 © Urban Systems Associates, Inc. December 17, 2012 Near Term Without Project Street Segment Levels of Service Valley Rd. to College Blvd. College Blvd. to Palomar Oaks Way Hidden Valley Rd. Palomar Airport Rd. to SaltAire Way A viara Pkwy. Palomar Airport Rd. to Laurel Tree Way D"' Direction PHV = Peak Hour Volume VIC= Volume divided by Capacity LOS= Level of Service (t) =Based on 1,800 vehicles per lane per hour 003JJ2 WB EB WB EB WB NB SB 3 1,235 3 2,342 3 1,218 3 5,400 2,103 3 5,400 1,025 I 1,800 190 1,800 114 3,600 982 6-5 0.23 A 0.50 0.43 A 1,664 0.31 A 0.23 A 2,585 0.48 A 0.39 A 1,524 0.28 A 0.19 A 2,175 0.40 A 0.11 A 101 0.06 A 0.06 A 240 0.13 A 0.27 A 0.17 A VIC ws 0.00-0.60 A 0.61-0.70 B 0.71-0.80 c 0.81-0.90 D 0.91-1.00 E Over 1.00 F 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group Table 6-2 © Urban Systems Associates, Inc. December 17, 2012 Near Term + Project Street Segment Levels of Service Dr. to Hidden Valley Rd. Airport Rd. to Salt Aire Way Airport Rd. to Laurel Tree Way D = Direction PHV = Peak Hour Volume VIC = Volume divided by Capacity LOS= Level of Service (I)= Based on 1,800 vehicles per lane per hour 003112 EB WB EB WB EB WB NB SB 6-6 3 5,400 2,432 3 5,400 1,244 3 5,400 2,355 3 5,400 1,217 3 5,400 2,112 3 5,400 1,020 1,800 189 1,800 107 2 3,600 980 0.45 A 1,730 0.32 A 0.23 A 2,773 0.51 A 0.44 A 1,739 0.32 A 0.23 A 2,590 0.48 A 0.39 A 1,574 0.29 A 0.19 A 2,207 0.41 A 0.11 A 106 0.06 A 0.06 A 283 0.16 A 0.27 636 0.18 VIC LOS 0.00-0.60 A 0.61-0.70 B 0.71-0.80 c 0.81-0.90 D 0.91-1.00 E Over 1.00 F 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group © Urban Systems Associates, Inc. December 17, 2012 6.3 INTERSECTIONS Figure 6-4 shows the other project AM and Pm peak intersection volumes which were added to existing volumes to determine Near-Term Without Project Volumes used for analysis. Figure 6-5 shows AM and PM peak hour traffic volumes for Near Term Without Project condition. Figure 6-6 shows Near Term With Project AM I PM peak hour traffic volumes. Table 6-3 and 6-4 summarize intersection levels of service for the near term cumulative conditions without and with project trips in the AM and PM peak hour volumes at intersections within the study area. As shown in these tables, all study area intersections during both peaks are expected to operate at levels of service LOS "D" or better when LOS "D" is acceptable. Therefore no intersection mitigation is needed . Appendix E includes intersection levels of service worksheets for the Near Term With and Without Project conditions. 003112 6-7 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group CD ..: ~ N ~ "L. 3/3 "<t ·;;; --"<t ~ ~ 78/170 0 --N N 0 J ~ ~ ~ Palomar Airport Rd. 30/28 ....# 151/124 .... Palomar Airport Rd./ The Crossing Dr. 0 ,:. "<t ~ N ...... 1::1 --.. C') -~ co l ~ Driveway t 0> 0> --0 CD ...... Aviara Pkwy./ Driveway @ © Urban Systems Associates, Inc. December 17, 2012 "1:0 @ ~ l:c:i ~ ~ co-.r ll::l "L. 11/24 C') ...... ~ ~ r-----~ 73/165 --coN ~ ~ LOC'lN .... .,-45/84 ~ Jl~ ~ :t: Driveway Palomar Airport Rd. ~tr 12/6 ....# N LON 139 I 120 .._Nt-.... 0---- 0/2 ~ 0> ...... cor- Hidden Valley Rd./ Palomar Airport Rd./ Driveway College Blvd. FIGURE 6-4 Near Term Without Project AM I PM Peak Hour Traffic 003112 6-8 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group CD Signalized ...: ~ 1'-1'-co ...... 79/50 ...... C') ...... .::: ~ --...... --., 1102 I 2443 C')--(0 ~ ~ c 37/92 (0 C') N ~ Jl~ ~ ~ Palomar Airoort Rd. 'tf 116/78 ....# C') 1.{) 1'- 2230 I 1490 m--o.o ... --1.{) -- 0 91 I 130 ~ 0 ...... (0 1'-co Palomar Airport Rd. I The Crossing Dr. Unsignalized ...... co 0 ...... 1'---.._...,. 1.{) C') ...,....,. Jl Driveway t ~ <::; .. 4/35 ·~ ~~ Aviara Pkwy. I Driveway @ Unsigna/ized -.,: 0 ~ C') ~~ 8/33 O.ONO.O ------~ 3/0 '<tC')I'-~ 0 I 11 ..-(DC') :: ~ Jl~ ~ ~ Drivewav 'tt 0/25 ....# ...... C» ...... 0 I 1 --C»--... <D--o.o 0/8 ~ C» ...... (0 ...... Hidden Valley Rd. I Driveway FIGURE 6-5 © Urban Systems Associates, Inc. December 17, 2012 @00 Signalized ~ 0 1'-(O'<t..-~ 47/49 .._.._...,. ] ~ m..---827 I 1773 NON ~ ::::: 151 I 353 ..-N(O a ~ Jl~ Palomar Airport Rd. 'tf 578 I 145 ....# 1.{) 1.{) C') 1713 I 1240 C»CO'<t ... ..-..-N 136/268 ~ ------C»NCO I.OO.ON .........,.(") Palomar Airport Rd. I College Blvd. Near Term With Project AM I PM Peak Hour Traffic 003112 6-9 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group CD Signalized ..: 1::1 ,..... ,..... ~ co ~ ·a ~ 79/50 ~co~ ....... ~ ....... e 1102/2443 ~ M..._C.O u C.ONN .. ..,... 36/97 Jl~ ~ Palomar Airport Rd. ,., 116/78 _, MM N 2230/1490 '<I'..-M .... ............. ...... 86/162 ~ ....... ,..... ....... (J) ~ (J) ,..... (J) Palomar Airport Rd. I The Crossing Dr. 0 Unsignalized ...... co 0 0 ...... LO ..._ -..v COM M'<t Jl Driveway ~ ,. ii':; 1: 0 c.o .s N~ ;.. ....... c.o 9/60 ~ ~ ~-...... (J) c.o (J) Aviara Pkwy./ Driveway © Urban Systems Associates, Inc. December 17, 2012 ® Unsignalized @ Signalized ':! ':! ~ oc.o ~ 0 ~ oco MCO ::::: ~ 32/166 c.ov~ ~ ~ 47/49 LON '<I' ~ ..._..._'<1' ..................... 3/0 .. ~ 826/1778 ~ (J) (J) ....... ::: '<I'MO =: NOlN 13 ~c.oM .. ..,... 2/19 ~ ~ c.o ..,... 147/380 "" Jl~ "" Jl~ ~ Driveway Palomar Airport Rd. ,., ,., 0/25 _, ~ (J) c.o 583/170 _, LO LO M 0/1 ....... (J) ....... 1722/1290 OlCO'<t .... c.o-v .... ..-..-N 0/8 ~ (J) ...... 136/268 ~ ....... .............. c.o OlNCO ...... LO LON ~vM Hidden Valley Rd./ Driveway Palomar Airport Rd./ College Blvd. FIGURE 6-6 Near Term With Project AM I PM Peak Hour Traffic 003112 6-10 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group TABLE 6-3 © Urban Systems Associates, Inc. December 17, 2012 Near Term Without Project Intersection Levels of Service AMPeakHour PMPeakHour Number Intersection Control Delay LOS Delay LOS '.· . ''' '·' '>.<!{ ': . · •. ' ·. • ·''.:'·.: ,fn'r.:;;:;;~ i ·' :·.,:''•;<'' '.c: •:i:.: .. T ' ···' 1 Palomar Airport Rd. I The Crossing Dr. Signalized 17.3 B 28.2 c 2 Hidden Valley Rd. I Driveway Uns ignalized 1.4 A 2.1 A 3 Palomar Airport Rd. I College Blvd. Signalized 33.8 c 46.0 D 4 A viara Pkwy. I Driveway Uns ignalized 9.4 A 11.5 B : ; ' ;:::;·•::::, .. . ' Notes: LOS = Level of Service 003112 6-11 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group TABLE 6-4 © Urban Systems Associates, Inc. December !7, 20!2 Near Term With Project Intersection Levels of Service AMPeakHour PMPeakHour Number Intersection Control Delay ws Delay ws ·'· '· ... ; . . ,. ;, .·· .. ,, . · .. .. •; : ·,,. ;: ; : ''·; !·.;':,;'· ·:.~:'j .. c,; . ' .; ': 1 Palonnr Airport Rd. I The Crossing Dr. Signalized 18.9 B 32.1 c 2 Hidden Valley Rd. I Driveway Uns ignalized 1.9 A 4.7 A 3 Palonnr Airport Rd. I College Blvd. Signalized 33.9 c 48.1 D 4 Aviara Pkwy. I Driveway Unsignalized 9.4 A 12.1 B . . ; ' :-·' ~ ' ,, ·''': ·c . : .. , ... .·' Notes: LOS= Level of Service 003112 6-12 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group © Urban Systems Associates, Inc. December 17, 2012 7.0 YEAR 2030 PLUS PROJECT CONDITIONS Year 2030 traffic volumes were based on the SANDAG Series 10 Combined North County traffic model. 7.1 STREET SEGMENTS Figure 7-1 shows Year 2030 average daily traffic volumes without project traffic. Figure 7-2 Year 2030 average daily traffic volumes with project traffic. Tables 7-1 and 7-2 summarize street segment levels of service using the peak hour flow per lane on each segment between intersections for the without and with project conditions respectively. As shown in these tables, all segments evaluated will operate acceptably at LOS "B" or better, when LOS "D" or better is acceptable with project traffic included. Project impacts to street segments for this condition are therefore considered less than significant because a better than LOS "D" is maintained, consequently no roadway segment mitigation is needed. 003112 7-1 003112-Report_B Carlsbad Medical Offices Harve Filuk -The Allen Group SOURCE SA DAG Scric II Year 2030 Combined orth ounty Model Model Run Date: 4/26/11 PROJECT SITE FIGURE 7-1 © Urban Systems Associates, Inc. December 17, 2012 NO SCALE Year 2030 Without Project Average Daily Traffic Volumes ~ 003112 7-2 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group FIGURE 7-2 © Urban Systems Associates, Inc. December 17, 2 012 ~ NO SCALE Year 2030 With Project Average Daily Traffic Volumes I 003112 7-3 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group TABLE 7-1 © Urban Systems Associates, Inc. December 17, 2012 Year 2030 Without Project Street Segment Level of Service Summary Road Segment ;;.;' . i .. T .;; :/ h .. ::< ,.; ':";:' .. · :/. Palomar Airport Rd. Armada Dr. to Hidden Valley Rd. Hidden Valley Rd. to College Blvd. College Blvd. to Palomar Oaks Way Hidden Valley Rd. Palomar Airport Rd. to SaltAire Way A viara Pkwy. Palomar Airport Rd. to Laurel Tree Way . ... D =Direction PHV =Peak Hour Volume V/C = Volume divided by Capacity LOS= Level of Service (1) =Based on 1,800 vehicles per lane per hour 003112 D lanes Capacity . '·;· :• •; : ... ;;; EB 3 5,400 WB 3 5,400 EB 3 5,400 WB 3 5,400 EB 3 5,400 WB 3 5,400 NB I 1,800 SB I 1,800 NB 2 3,600 SB 3 5,400 7-4 AM Peak Hour PM Peak Hour PHV VIC (1) ws PHV VIC (1) ws , •••• :::;.,::,,:,; .,.·.: .• :;>;;. :.,·.,,.,· ... '. . .. :. 3,046 0.56 A 2,132 0.39 A 1,547 0.29 A 3,417 0.63 B 2,932 0.54 A 2,099 0.39 A 1,523 0.28 A 3,233 0.60 A 2,324 0.43 A 1,870 0.35 A 1,440 0.27 A 2,348 0.43 A 232 0.13 A 126 0.07 A 130 O.D7 A 298 0.17 A 1,224 0.34 A 774 0.22 A 588 0.11 A 1,358 0.25 A ·.:·.:: :: VIC ws 0.00-0.60 A 0.61-0.70 B 0.71-0.80 c 0.81-0.90 D 0.91-1.00 E Over 1.00 F 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group TABLE 7-2 © Urban Systems Associates, Inc. December 17, 2012 Year 2030 With Project Street Segment Level of Service Summary Road Segment .:::. .':. :::: ... "·; i" ;;: i Palomar Airport Rd. Armada Dr. to Hidden Valley Rd. Hidden Valley Rd. to College Blvd. College Blvd. to Palomar Oaks Way Hidden Valley Rd. Palomar Airport Rd. to Salt Aire Way A viara Pkwy. Palomar Airport Rd. to Laurel Tree Way .. · .... "' D = Direction PHV = Peak Hour Volume VIC =Volume divided by Capacity LOS = Level of Service (I)= Based on I ,800 vehicles per lane per hour 003112 .. D Lmes Capacity . .. " ·'··. EB 3 5,400 WB 3 5,400 EB 3 5,400 WB 3 5,400 EB 3 5,400 WB 3 5,400 NB I 1,800 SB I 1,800 NB 2 3,600 SB 3 5,400 ; i 7-5 AM Peak Hour PM Peak Hour PHV VIC (1) ws PHV VIC (1) ws . \ ]i.:'cr . .:: .;,;\;:;.;; :, .f.i 3,041 0.56 A 2,164 0.40 A 1,556 0.29 A 3,467 0.64 B 2,945 0.55 A 2,174 0.40 A 1,522 0.28 A 3,238 0.60 A 2,333 0.43 A 1,920 0.36 A 1,435 0.27 A 2,380 0.44 A 231 0.13 A 332 0.18 A 123 0.07 A 341 0.19 A 1,222 0.34 A 790 0.22 A 581 0.11 A 1,401 0.26 A ' ~ ' : 'r,u·r'. · t . ... . .. " VIC ws 0.00-0.60 A 0.61-0.70 B 0.71-0.80 c 0.81-0.90 D 0.91-1.00 E Over 1.00 F 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group 7.2 INTERSECTIONS © Urban Systems Associates, Inc. December 17, 2012 Figure 7-3 shows Year 2030 AM and PM peak hour volumes without project traffic volumes. These volumes are consistent with the City of Carlsbad T.I.F year 2030 evaluation volumes and the volumes used in the traffic study for recently approved Carlsbad Projects. Figure 7-4 shows project AM and PM peak hour volumes included in Year 2030 peak hour volumes at study area intersections. Tables 7-3 and 7-4 summarize intersection levels of service without and with project Year 2030 traffic included in the AM and PM peak hour volumes at intersections within the study area. As shown in these tables, all intersections in the Year 2030 With project condition show a level of service "0" or better for both the AM and PM peaks. Since a LOS "0" or better is maintained with project traffic, no significant project impacts occur and no project mitigation is required. Appendix F includes Year 2030 intersection levels of service worksheets for the without and with project conditions. 003]]2 7-6 003112-Report _B Carlsbad Medical Offices Harve Filuk-The Allen Group CD Signalized .. ~ """ tO ~ (") """ "'-99/63 N ()()..-·a -.. ..--.. e ..... 1378/2843 Ol -.. (") u r--""" (") "' .,.. 46/116 Jl~ ~ Palomar Airport Rd. ,., 145/98 ....# Ol ()() 0 2788/1863 N-.. Ol .... ..-Ol -.. 113/171 ~ -.. ..-..- 0 ..- Ol ..- Palomar Airport Rd./ The Crossing Dr. @ Unsignalized ..-LO (") ..-r---.. -..(") LO""' ""'LO Jl Driveway ~ ,. ~ !! ""'0 .~ -.. r--,.. (")I'-- 6/50 ~ ~ ..--.. ..-..- N ..- Aviara Pkwy. I Driveway © Urban Systems Associates, Inc. December 17, 2012 @ Unsigna/ized @ Signalized ... ... Q:; OOl ~ ()() ~ L0..-0 ()() "'-16/75 tO LOt--~ 65/75 LONLO ::::: -..-..-.. "'--..-..-.. ~ ..... 3/0 LOI'--0 ~ ..... 1211/1795 -.;tOll'--:::: OlOO a ..-r--(") "' .,.. 1 /16 ..-(\j..-.,.. 164/388 ~ Jl~ ~ Driveway Jl~ Palomar Airport Rd. ,., 'tr 0/31 ....# ..-"""..-645/204 ....# 0 00 0/1 -.. N-.. 1874/1300 .... LO""'tO .... tO..-LO N NN 0/10 ~ -.. ..-150/345 ~ -.. -..-.. ..-0 00 ..-C'l 0 LO N N tO C'l Hidden Valley Rd./ Driveway Palomar Airport Rd. I College Blvd. FIGURE 7-3 Year 2030 Without Project AM I PM Peak Hour Traffic 003112 7-7 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group CD Signalized .. ~ '<t (0 ~ (") '<t ·a "--99/63 ('.!(")..--._('.!-._ ~ ... 1378/2843 Ol--(") Q f'.(")(") "' .,. 45/121 Jl~ ~ Palomar Airport Rd. 'tr 145/98 -# Ol (0 L{) 2788/1863 ........... (0 .... ...... --...... 108/203 ~ --...... --Ol N '<t Ol N .,- Palomar Airport Rd./ The Crossing Dr. @ Unsignalized .,--~ L{) (") o..-~ L{) --i! --(") OO'<t .!;! (") L{) ... -..:: Jl Driveway 't 00 Nl'----..... 11/75 ~ ...... --.,-...... ...... N ...... Aviara Pkwy./ Driveway © Urban Systems Associates, Inc. December 17, 2012 @ Unsigna/ized @ Signalized ~ ~ ~ OL{) ~ 00 ~ L{)(")0 0000 :::: "--40/208 (OL{)f'. ~ "--65/75 LtlN'<t ~ ------------3/0 L{)L{)O ~ ... 1210/1800 ... .... '<tOlO ::: OlOO a ..-1'--(") ~ .,. 3/24 ..-('.!..-.,. 160/415 Jl~ Jl~ Driveway IPalomar Airport Rd. 'tr 'tr 0/31 -# ..-"<t(O 650/229 -# 000 0/1 ._N._ 1883/1350 .... Ltl'<t(O .... (O ..... '<t NNN 0/10 ~ --...... 150/345 ~ ------...... 000 .,-(")OL{) N ('.1(0(") Hidden Valley Rd./ Driveway Palomar Airport Rd./ College Blvd. FIGURE 7-4 Year 2030 With Project AM I PM Peak Hour Traffic 003112 7-8 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group TABLE 7-3 © Urban Systems Associates, Inc. December 17, 2012 Year 2030 Without Project Intersection Levels of Service AMPeakHour PMPeakHour Number Intersection Control Delay ws Delay ws .... · ;t ! '''+ jj j jj ~· : : '· ., .<J· :··· j •• ,. : ::·< << ... ··'·;;•''·•''··''\ .: ·',<':'•····· '·' .. 1 Palomar Airport Rd. I The Crossing Dr. Signalized 27.9 c 41.6 D 2 Hidden Valley Rd. I Driveway Unsignalized 1.4 A 2.8 A 3 Palomar Airport Rd. I College Blvd. Signalized 42.6 D 50.2 D 4 A viara Pkwy. I Driveway Unsignalized 9.7 A 12.9 B .·, ,; j 'l •• . • ,. j >; ;. . j -:' • ..,. :, ... ., Notes: LOS= Level of Service 003112 7-9 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group TABLE 7-4 © Urban Systems Associates, Inc. December 17, 2012 Year 2030 With Project Intersection Levels of Service AMPeakHour PMPeakHour Number Intersection Control Delay ws Delay ws ~ L. . ;;,; .. · •... ; .... · .......... ···t·• ... [t•·.;.:;;:.·;·; ; .• •: .. :. ; ; :~ ; .·· .. ;.·. 1 Palomar Airport Rd. I The Crossing Dr. Signalized 29.4 c 47.3 D 2 Hidden Valley Rd. I Driveway Unsignalized 1.9 A 5.3 A 3 Palomar Airport Rd. I College Blvd. Signalized 42.6 D 53.1 D 4 A viara Pkwy. I Driveway Uns ignalized 9.7 A 13.7 B :_c ; ; ; ; ~ ~ : . .i":.· ·. ; . ; ; ....... .~ L ;.:; .• ~ •· ... : ;; LOS= Level of Service 003112 7-10 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group 8.0 CONCLUSIONS AND RECOMMENDATIONS 8.1 EXISTING CONDITIONS 8.1.1 Street Segments © Urban Systems Associates, Inc. December 17, 2012 All study area street segments are currently operating acceptably at LOS "D" or better so that no roadway mitigation is needed. 8.1.2 Intersections All study area intersections are currently operating at LOS "D" or better during the AM and PM peak hours so that no intersection mitigation is needed. 8.2 EXISTING PLUS PROJECT CONDITIONS 8.2.1 Street Segments Study area street segments are expected to operate at LOS "D" or better with project traffic added. Project impacts are considered less than significant so that no project roadway mitigation is needed. 8.2.2 Intersections All study area intersections are expected to operate at LOS "D" or better with project traffic added to existing AM and PM traffic volumes. Project impacts are considered less than significant. No project intersection mitigation is needed. 003112 8-1 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group © Urban Systems Associates, Inc. December 17, 2012 8.3 NEAR TERM WITH AND WITHOUT PROJECT CONDITIONS 8.3.1 Street Segments Study area street segments are expected to operate at LOS "D" or better with project and other projects traffic added. Project impacts are considered less than significant so that no project roadway mitigation is needed. 8.3.2 Intersections All study area intersections see summary Table 8-1 are expected to operate at LOS "D" or better with project traffic added to existing AM and PM traffic volumes. Project impacts are therfore considered less than significant. No project intersection mitigation is needed. 8.4 YEAR 2030 WITH AND WITHOUT PROJECT CONDITIONS 8.4.1 Street Segments Study area street segments are expected to operate at LOS "D" or better with project traffic added in Year 2030. Project impacts are considered less than significant so that no project roadway mitigation is needed. 8.4.2 Intersections All study area intersections see Table 8-2, are expected to operate acceptably at LOS "D" or better. No intersection mitigation will be needed. 003112 8-2 003112-Report_B Carlsbad Me dical Offices ©Urban Systems Associates, Inc. HarveFiluk -The Allen Group December 17, 2012 Table 8-1 Near Term Without & Near Term With Project Intersection Comparison # Intersection D 1 Palomar Airport Rd. I The Crossing Dr. 17.3 B 28.2 c 18.9 B 2 Hidden Valley Rd. I Driveway 1.4 A 2.1 A 1.9 A 3 Palomar Airport Rd. I College Blvd. 33.8 c 46.0 D 33.9 c 4 Aviara Pkwy. I Driveway 9.4 A 11.5 B 9.4 A Notes: LOS = Level of Service A= Change S = Significant D=Delay 003112 8-3 Near Tenn Witb Project 1.6 No 0.5 No 0.1 No 0.0 No Peak Hour PM D ws 32 .I c 4 .7 A 48 .I D 12 .I B A s? 3.9 No 2.6 No 2.1 No 0.6 No 003112-Report_B Carls bad Medical Offices © Urban Systems Associates, Inc. Harv e Filuk-The Allen Group December 17, 2012 Table 8-2 Year 2030 Without & Year 2030 With Project Intersection Comparison Year 2030 + Project # Intersection s? D 1 Palomar Airport Rd. I The Crossing Dr. 27.9 c 41.6 D 29.4 c 1.5 No 47.3 D 5.7 No 2 Hidden Valley Rd. I Driveway 1.4 A 2.8 A 1.9 A 0.5 No 5.3 A 2.5 No 3 Palomar Airport Rd. I College Blvd. 42.6 D 50.2 D 42.6 D 0.0 No 53.1 D 2.9 No 4 A viara Pkwy. I Driveway 9.7 A 12.9 B 9.7 A 0.0 No 13.7 B 0.8 No 0031 12 8-4 003112-Report_B ------------------------------------------------------------------------------------------~ Carlsbad Medical Offices Harve Filuk-The Allen Group 9.0 REFERENCES San Diego Region Traffic Engineer=s Council (SANTEC) and Institute of Transportation Engineers (ITE), California Border Section, © Urban Systems Associates, Inc. December 17, 2012 Guidelines for Congestion Management Program (CMP) Traffic Impact Report, San Diego, CA (2000) Transportation Research Board, 2000 Highway Capacity Manual Special Report, Washington, DC (2000) SANDAG 2012 Congestion Management Program Update 003112 9-1 003112-Report_B Carlsbad Medical Offices Harve Filuk-The Allen Group 10.0 URBAN SYSTEMS ASSOCIATES, INC. PREPARERS Principal Engineer © Urban Systems Associates, Inc. December 17, 2012 Andrew P. Schlaefli; M.S. Civil Engineering, B.S. Civil Engineering Registered Civil Engineer, Licensed Traffic Engineer Project Engineer Jacob D. Swim; B.S. Civil Engineer Senior Technical Support, Graphics and Illustrations Jacob D. Swim Word Processing, Report Production and Compilation Ty Marooney 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 by the public agency granting approvals. California land development planning involves subjective political considerations as well as frequently re-interpreted principals 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 Systems professionals resulting in this document are of a manner consistent with that level 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 consent and concurrence ofUrban Systems releases and relieves Urban Systems of any liability, responsibility or duty for subsequent questions, claims, or damages. 003112 10-1 003112-Report_B