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HomeMy WebLinkAboutCT 96-02; TERRACES AT SUNNY CREEK; TRANSPORTATION ANALYSIS; 1996-02-22\ \ \ ' \ \ TRANSPORTATION ANALYSIS for SUNNY CREEK T.M. 83-36 AMENDED Prepared for Russell Grosse Development Company February 22, 1996 URBAN SYSTEMS ASSOCIATES, INC. PLANNING & TRAFFIC ENGINEERING, MARKETING & PROJECT SUPPORT CONSULTANTS TO INDUSTRY AND GOVERNMENT 4540 Kearny Villa Road, Suite 106 San Diego, California 92123-1573 (619) 560-4911 TABLE OF CONTENTS INTRODUCTION ....................................................... 1 EXISTING CONDITIONS ................................................. 4 SYCAMORE CREEK I AMENDED .......................................... 8 PROJECT PLUS EXISTING CONDITIONS ................................... 18 BUILDOUT EVALUATION AT COLLEGE BOULEVARD/EL CAMINO REAL INTERSECTION ...................................................... 28 CONCLUSIONS AND RECOMMENDATIONS ................................. 37 CONTRIBUTIONS ...................................................... . APPENDICES ... I I ••••••• I I I •••••••• I I ••••••••• I ••••••• I ••••• • ••• I •••• I • FIGURE 1 FIGURE 2 FIGURE 3 FIGURE 4 FIGURE 5 FIGURE 6 FIGURE 7 FIGURE 8 FIGURE 9 FIGURE 10 FIGURE 11 FIGURE 12 FIGURE 13 LIST OF FIGURES PROJECT LOCATION MAP ................................ 2 EXISTING AVERAGE DAILY TRAFFIC (ADT) ................... 5 CURRENTLY APPROVED T.M. 83-36 ........................ 9 PROPOSED AMENDED T.M ............................... 10 DIRECTIONAL DISTRIBUTION PERCENTAGES ONTO EXISTING STREETS ............................................ 14 PROJECT ONLY AVERAGE DAILY TRAFFIC (ADT) ............. 15 PROJECT ONLY AM PEAK HOUR TRIPS .................... 16 BUILDOUT PEAK HOUR INTERSECTION LEVEL OF SERVICE EL CAMINO REALJCOLLEGE BOULEVARD ................... 17 BUILDOUT PEAK HOUR INTERSECTION LEVEL OF SERVICE EL CAMINO REAL/COLLEGE BOULEVARD ................... 29 BUILDOUT PEAK HOUR INTERSECTION LEVEL OF SERVICE EL CAMINO REALJCOLLEGE BOULEVARD WITH ADJUSTMENTS FOR SUNNY CREEK .................................... 30 BUILDOUT PEAK HOUR INTERSECTION LEVEL OF SERVICE EL CAMINO REALJCOLLEGE BOULEVARD WITH ADJUSTMENTS - ASSUME NB RIGHT TURN LANE .......................... 32 RECOMMENDED LANE CONFIGURATIONS ........•......... 33 PREVIOUS LETTER REGARDING RIGHT-OF-WAY . . . . . . . . . 34-35. ii TABLE 1 TABLE 2 TABLE 3 TABLE 4 TABLE 5 TABLE 6 TABLE 7 APPENDIX A APPENDIX B APPENDIXC APPENDIX D LIST OF TABLES EXISTING AVERAGE DAILY TRAFFIC (ADT} VOLUMES .......... 6 EXISTING INTERSECTION LEVELS OF SERVICE ............... 7 TRIP GENERATION COMPARISON ......................... 11 PROJECT ONLY TRIPS .................................. 12 PROJECT PLUS EXISTING AVERAGE DAILY TRAFFIC (ADT) VOLUMES ........................................... 19 PROJECT PLUS EXISTING INTERSECTION LEVELS OF SERVICE ............................................ 20 LFMP 89-15 CIRCULATION REQUIREMENTS .............. 21-24 LIST OF APPENDICES 1995 EXJSTING CONDJTIONS, INTERSECTION LEVEL OF SERVICE WORKSHEETS ..................................... 40-69 SANDAG TRIP GENERATION RATES .................... 70-72 PROJECT PLUS EXISTING, INTERSECTION LEVEL OF SERVICE WORKSHEETS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 73-91 PROJECT DRIVEWAY/COLLEGE BOULEVARD, BUILDOUT EVALUATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 92-95 iii INTRODUCTION Transportation Analysis for SUNNY CREEK T.M. 83-36 AMENDED A pproved Tentative Map 83-36 for Sycamore Creek I in Carlsbad includes land uses that are proposed to be revised resulting in less possible traffic generation. Figure 1 shows the project site. The revised project will be named Sunny Creek Shopping Center and Sunny Creek Terraces. The purpose of this report is to evaluate existing traffic conditions adjacent to the project site; compare trip generation between the approved and proposed project; evaluate project plus existing traffic conditions; and to recommend intersection lane configurations for the College Boulevard/El Camino Real intersection. Summary of Results Existing conditions at intersections during A.M. and P.M. peak hours were obtained from the City of Carlsbad traffic monitoring report of 1995 prepared by JHK and Associates. Project only peak hour flow was added to existing conditions, and peak hour levels of service were calculated. A comparison of project plus existing traffic conditions to existing conditions indicates that currently no street segment or intersection that is expected have significant levels of project traffic added would need to be improved in order to comply with the City of Carlsbad Growth Management Program circulation performance standard. Also, once project traffic is added, these segments and intersections are projected at good levels of service (LOS 11D11 or better) within the 003387D 1 SYCAMORE.RPT/1 SE Sunny Creek February 22, 1996 Urban Systems Associates, Inc. circulation performance standard level of service 11D11 so that no street improvements would be needed with the project beyond frontage improvements. An evaluation of the College Boulevard/El Camino Real intersection using peak hour volumes, taken from the City of Carlsbad computer traffic model at buildout, indicates that the following street cross-sections would be needed: 0033870 College Avenue northerly of El Camino Real should be built with four lanes and dual left turn lanes, measuring 82 feet curb-to-curb within 102 feet of right-of-way. El Camino Real adjacent to the project should be improved with three westbound through lanes, a single left turn lane, and a westbound to northbound right turn only lane. Half width dimensions are recommended to be 53 feet curb-to-curb within 63 feet of right-of-way, accommodating a 250 foot long right turn lane, with appropriate transition. A sketch showing recommended lane widths is included in the conclusions section of this report. 3 SYCAMORE.RPT/18E Sunny Creek February 22, 1996 EXISTING CONDITIONS Urban Systems Associates, Inc. Current daily and peak hour traffic volumes for key street segments and intersections on El Camino Real, College Boulevard, and Palomar Airport Road were obtained from SANDAG (daily traffic volumes) and the city1s traffic monitoring report. Figure 2 shows current average daily traffic (ADT) volumes. Table 1 shows street segment ADT volumes compared to design volumes, which indicates all segments currently operate within design volumes and within the City1s Growth Management Program Circulation performance standard. Table 2 shows current key intersection levels of service, as obtained from the City's 1995 traffic monitoring report prepared by JHK and Associates. Intersection level of service worksheets are included in Appendix A. As shown, all key intersections evaluated currently operate at levels of service within the circulation performance standard of at least level of service 110 11 during peak hours. Therefore, no street improvements are needed before project traffic is added to these locations. 0033870 4 SYCAMOAE.RPT/18E Sunny Creek February 22, 1996 SYCAMORE CREEK I AMENDED Urban Systems Associates, Inc. The currently approved Sycamore Creek map is shown in Figure 3. The land use includes a retail lot westerly of College Boulevard, which will remain unchanged and will be named Sunny Creek Shopping Center. Office/restaurant/hotel/tennis club uses were originally planned easterly of College Boulevard, and will be replaced by entirely residential uses, called Sunny Creek Terraces. The amended land use plans are shown in Figure 4. As shown, the 175,000 square foot retail portion remains unchanged, and the office/restaurant/hotel/tennis club uses on the easterly side of College Boulevard would be replaced with entirely residential lots for single family detached housing totalling 180 dwelling units. Table 3 shows a trip generation comparison between the currently approved land uses and those proposed for Sunny Creek. As this comparison shows, the amended plan would have 10,656 fewer daily, 1,170 fewer A.M., and 1,241 fewer P.M. peak hour trips, resulting in a beneficial reduction in traffic impacts over those possible with the currently approved plan. Table 4 shows project only cumulative trips, computed using SANDAG1s trip generation tables (see Appendix B). 003387D 8 SYCAMORE.RPT/1 SE Sunny Creek February 22, 1996 Urban Systems Associates, Inc. Figure 5 shows vehicle trip directional distribution percentages for the project without connections of College Boulevard to the north and Cannon Road to the east. Figure 6 shows project only average daily traffic. Figures 7 and 8 show, respectively, project only AM. and P.M. peak hour volumes. These project only ADT and peak hour volumes were added to existing conditions and evaluated in the following section of this report. 003387D 13 SYCAMORE.RPT/1 BE Sunny Creek February 22, 1996 PROJECT PLUS EXISTING CONDITIONS Urban Systems Associates, Inc. Project only average daily and peak hour traffic volumes were added to existing conditions volumes. Street segments and intersections previously evaluated under existing conditions were re-evaluated. Table 5 shows project plus existing daily traffic volumes at segments compared to design volumes. All segments evaluated are well within design volumes with project traffic added, so that no street segment improvements would be needed with the project traffic added, except frontage improvements. Table 6 shows an intersection level of service comparison between 11existing" and "project plus existing" conditions. As shown, no evaluated intersection is projected to be significantly affected, and all intersections are within the city's circulation performance standard of LOS 11D11 during peak hours. Therefore, no off-site intersection improvements would be needed with project traffic added to existing conditions. Table 7 shows the previous Circulation requirements of the currently approved Local Facilities Management Zone (LFMZ) 15 listed by year of need. However, due to regional economic conditions, expected growth did not occur so that the listed year of need for certain improvements should not apply. Each of the years listed are evaluated below for possible street improvements. 0033870 18 SYCAMORE.RPT/18E TABLE? LFMP 89-15 CIRCULATION REQUIREMENTS PAGE 1 OF .4 Circulation A. An on-going monitoring program shall be established to evaluate the aspects of improvements, development, and demand on circulation facilities. The required timing of improvements is based upon the projected demand of development in the zone and the surrounding region. This timing may be modified without amendment to this plan, however, any deletions or additions to the improvements will require amending this local plan. • B. Prior to approval of any tentative map adjacent to College Boulevard within Zone 15 the specific alignment for College Boulevard between Cannon Road and El Camino Real shall be approved must be established. This shall include the necessary environmental clearances and required public hearings so that construction of College Boulevard can accommodate future development. the funding for the construction of College Boulevard will be guaranteed as provided by Condition and 2C below. C. Prior to recordation of the first final map, issuance of grading permit or building permit, whichever occurs first, within Zone 151 a financing program guaranteeing construction of the following circulation improvements shall be approved: 2 1. IMPROVEMENTS NEEDED BY 1990 A. Cannon Road Cannon Road from Carlsbad Highlands eastern subdivisions boundary2 to El Camino Real shall be constructed to include the following improvements: • 1. Complete grading of Cannon road to ultimate right-of-way width to four lane major arterial standards; • 2. Construction of median and one through lane in each direction; Connection to Oceanside is not assumed until 1993 when Cannon road is assumed to be built to four lane major arterial standards between eastern subdivision boundary and 1-5. 0033870 SUNNY CREEK ""'0-21-06--------URBAN S YSTE'MS--------___,,,, 008S87LJ SYCAMORE.TB7/1 SE 21 0033870 PAGE 2 OF 4 TABLE 7 3. Installation of traffic signal at Cannon Road and El Camino Real to the satisfaction of the City Engineer; 4. Intersection improvements at Cannon Road and El Camino Real to the satisfaction of the City Engineer. 2. IMPROVEMENTS NEEDED BY 1991 A. B. C. Cannon Road Cannon Road from El Camino Real to Paseo Del Norte shall be constructed to include the following: 1. Complete grading to ultimate right-of-way width to four lane major arterial standards; 2. Construction of two through travel lanes in each direction; including a fully landscaped median. Installation of traffic signals at Cannon Road/I-5 northbound off ramp, Cannon Road/I-5 southbound off ramp, and Cannon Road/Paseo Del Norte intersections to the satisfaction of the City Engineer. College Boulevard College Boulevard between El Camino Real and Cannon Road shall be constructed to include the following: 1. Complete grading to ultimate right-of-way width to four lane major arterial standards; • 2. Construction of median and one through travel lane in each direction; including a fully landscaped median. 3. IMPROVEMENTS NEEDED BY 1993 A Cannon Road Construction of Cannon Road between El Camino Real and existing Cannon Road in Oceanside shall be completed to include the following: 1. Construction of Cannon Road to four lane major arterial standards. SYCAMORE.Jl37/18E SUNNY CREEK '0-210-5 --------LIRBAN SYSTEMS---------..,,, 008397.0 22 0033870 PAGE 3 OF 4 TABLE 7 4. IMPROVEMENTS NEEDED BY 1995 A. B. C. D. El Camino Real/Palomar Airport Road Intersection improvements at El Camino Real and Palomar Airport Road to the satisfaction of the City Engineer. El Camino Real/Chestnut Avenue Intersection improvements at El Camino Real and Chestnut Avenue to the satisfaction of the City Engineer. Cannon Road/1-5 northbound off· ramp Intersection improvements at Cannon Road and the 1-5 northbound off ramp to the satisfaction of the City Engineer. Cannon Road/I-5 southbound off ramp Intersection improvements at Cannon Road and the 1-5 southbound off ramp to the satisfaction of the City Engineer. E. El Camino Real El Camino Real between Cannon Road and College Boulevard shall be widened to include the following: • 1. Construction of' El Camino Real to six lane prime arterial standards; including fully landscaped median. F. Cannon Road Cannon Road from Paseo Del Norte to 1-5 shall be widened to five lanes to include the following: 1. Grading and construction of an addi_tfonal westbound lane approaching 1-5. 5. IMPROVEMENTS NEEDED PRIOR TO 1997 A. El Camino Real Construction of El Camino Real between College Boulevard and Palomar Airport Road shall be completed to include the following: Sl/NNYCREEK """'0-210-5 --------URBAN SYSTEMS----------' 23 0033870 SYCAMORE.TB7/18E PAGE 4 OF 4 TABLE7 1. Construction of El Camino Real to six lane prime arterial standards. 6. IMPROVEMENT NEEDED PRIOR TO 2000 A. 8. C. D. El Camino Real/Tamarack Avenue Intersection of EI Camino Real and Tamarack Avenue to the satisfaction of the City Engineer. EI Camino Real/Faraday Avenue Intersection improvements at El Camino Real and Faraday Avenue to the satisfaction of the City Engineer. El Camino Real/Palomar Airport Road Intersection improvements at El Camino Real and Palomar Airport Road to the satisfaction of the City Engineer. Cannon Road/1-5 northbound on ramp Intersection improvements at Cannon Road and the 1-5 northbound on ramp to the satisfaction of the City Engineer. E. • Cannon Road/1-5 southbound on ramp F. Intersection improvements at Cannon Road and the 1-5 southbound on ramp to the satisfaction of the City Engineer. College Boulevard College Boulevard between El Camino Real and Cannon Road shall be constructed to include the following: 1. Construction of College Boulevard to four lanes major arterial standards. 7. IMPROVEMENTS NEEDED PRIOR TO BUILDOUT No improvements are needed. SOURCE: LFMP 89-15 003387D SUNNYCRE.EK SYCAMORE.TB7/18E ...... a-2,-90--------URBAN SYSTEMS---------.,,, 0033870 24 Sunny Creek February 22, 1996 Urban Systems Associates, Inc. Road construction is expected to be deferred to well beyond buildout of the Sunny Creek maps. C.3.A. -1993: The Cannon Road connection to Oceanside would benefit primarily through traffic from Oceanside and San Marcos and should not be a requirement of development within LFMZ 15. Additional studies accounting for slowed regional growth would be needed to determine the future year of need of this regional facility C.4. A-F -1995: 003$870 These improvements are not needed in 1995 as shown in the "project plus existing" conditions evaluation, relate to Cannon Road, or have been completed. Therefore, Sycamore Creek I should not be responsible for these improvements. Described below are the status of each required improvement. A. El Camino Real/Palomar Airport Road -completed. B. El Camino Real/Chestnut Avenue -completed. C. Cannon Road/I NB off-ramp -responsibility of LFMZ 13. D. Cannon Road/I-5 SB off-ramp -responsibility of LFMZ 13. E. El Camino Real between Cannon/College -not needed except for frontage improvements according to "project plus existing11 conditions evaluation. F. Cannon Road -responsibility of LFMZ 13. 26 SYCAMORE.RPT/1 SE Sunny Creek Urban Systems Associates, Inc. February 22, 1996 C.5.A -1997: Construction of El Camino Real as six lanes between College Boulevard and Palomar Airport Road is partially completed. Year of need to be determined by additional studies for LFMZ 15. C.6.A-F -2000: Improvements needed prior to 2000 to be re-evaluated for future year of need during subsequent LFMZ 15 studies. 003387D 27 SYCAMORE.RPT/1 ae Sunny Creek February 22, 1996 Urban Systems Associates, Inc. BUILDOUT EVALUATION AT COLLEGE BLVD./EL CAMINO REAL INTERSECTION An evaluation of the College Boulevard/El Camino Real intersection was conducted using the peak hour volumes projected in the City of Carlsbad buildout computer traffic model (latest run incorporating the LEGO project and titled 11LEGOB011 ). An adjustment to the buildout peak hour volumes was made to account for the reduced trip generation from Sunny Creek compared to the previous land use plan and the intersection was re-evaluated. Figure 9 shows the buildout AM. and P.M. peak hour volumes, assumed lane configuration, and level of service calculation, with no adjustments for Sunny Creek. As shown, the AM. peak hour is at an acceptable level of service, but the P.M. peak hour is projected at LOS "F" due to high westbound through volumes on El Camino Real and high volumes for the west to north right turn on El Camino Real, turns primarily destined to Oceanside and Vista. Figure 1 O shows the adjusted peak hour volumes and level of service accounting for the reduced trip generation of Sunny Creek. As shown, the P.M. peak hour level of service is at LOS F even with the reduction in trips. 003387D 28 SYCAMORE.RPT/18E , SOURCE BUILDOUT AM PEAK HOUR 695* 504 504 504 90 J J l l ~ 94~ 94-" 145 ._. 145*~ 19 14 ~335 • 335 ..,,,..378 r-378* 17 " t t r287 82 304 304 304 WB EL CAMINO REAL 'LEGO so· 7 /28/94 SOURCE BUILDOUT PM PEAK HOUR 84 135~219 305 242 242 242 258* ell 219 J l l l ~ ~:~;. 145 277~ 277-" 376 1111 " t t r726 23 871 871 871 376*~329 47 WB EL CAMINO REAL 'LEGO BO' 7128/84 FIGURE 9 1.C.U. * = Critical Movement ) 695-94 1800 ~ 82 1800 r 378 1800 ~ 145 ~ 1800 =0.33 =0.05 =0.21 =0.08 0.67 Lost Time +.Q...l_Q 0.77 LOS C * = Critical Movement t 2s8 "1800 ♦lif 871 ry 1800 193 r1aoo ~376 ~ 1800 =0.14 =0.48 =0.11 =0.21 0.94 Lost Time +.Q...l_Q 1.04 LOS F BUILDOUT PEAK HOUR INTERSECTION LEVEL OF SERVICE EL CAMINO REAL / COLLEGE BOULEVARD • Sl/NNYCREEK \..'0-219-5--------URBAN SYSTEMS---------..,,,~ G171A SYC-8 .29 tJ0:J887LJ Sunny Creek February 22, 1996 Urban Systems Associates, Inc. Figure 11 shows that with the addition of a westbound to northbound right turn only lane on El Camino Real, both AM. and P.M. peak hour levels of service are within the circulation performance standard of at least LOS 11D11 during peak hours. It should be noted that even with all LFMZ 15 trips removed from the westbound right turn in the P.M. peak, the right turn lane would still be needed to attain LOS 11D11 • Therefore, the high right turning volume is the result of regional through traffic and therefore the added right turn lane should not be a requirement of Sunny Creek but should be required as mitigation once College Boulevard and Cannon Road are connected through to Oceanside. As a result of this evaluation the recommended lane configurations are shown in Figure 12. It should be noted that the previous subdivision map (previously shown in Figure 3) included an extra right-of-way width of eight feet on the easterly side of College Boulevard adjacent to the project. The extra eight feet in width, from 102 feet to 11 O feet, was requested by the owner to enhance project access (see letter request in Figure 13). However the reduced density project now eliminates the five building office park with two internal restaurants, a hotel with conference facilities and restaurant, and an additional free-standing restaurant. 003387D 31 SYCAMORE.RPT/1 SE BUILDOUT AM PEAK HOUR 14 695* 504 504 504 90 ~335 :ti 335 .,-189 r189* Jlllt.... 94~ 94..,,,,,r 145 l!IJ "tttt 82 208 208 208 287 145*~ 19 WB EL CAMINO REAL SOURCE 'LEGO BO' 7 /28/94 SOURCE BUILDOUT PM PEAK HOUR 84 135~219 305 242 242 242 258* .. 219 J l l l \.. ~~~~. 277~ 277..,,,,,r 376 l!IJ 376*~329 47 '\ t t t t 23 629 629 629 526 WE EL CAMINO REAL "I.EGO BO' 7/28/94 FIGURE 11 I.CU. * = Critical Movement ) 695-94 =0.33 1800 " 82 =0.05 1800 ~ 335 =0.19 1800 J ~ =0.05 1800 0.62 Lost Time +.D....J...Q 0.72 LOS C I.CU. * = Critical Movement I 2ss " 1800 t .~~ 629 ! 1800 - 193 r1800 ~376 ~ 1800 =0.14 =0.32 =0.11 =0.21 0.78 Lost Time +.D....J...0 0.88 LOS D BUILDOUT PEAK HOUR INTERSECTrON LEVEL OF SERVICE EL CAMINO REAL / COLLEGE BOULEVARD WITH ADJUSTMENTS -ASSUME NB RIGHT TURN LANE SUNNY CREEK ""'0-2,-ee--------l/RBAN s YSTEMS----------' G171A SYC-10 32 ()088870 Sunny Creek February 22, 1996 Urban Systems Associates, Inc. Therefore traffic is greatly reduced with the new plan and the extra easterly eight feet of width on College Boulevard would not be needed to accommodate the projected traffic from the reduced density project. The segment of College Boulevard between El Camino Real is now shown with two through lanes each direction and with dual left-turn lanes. The extra easterly eight feet should be relinquished as a condition of the amended map to result in a 102 foot right-of-way. Appendix D includes an evaluation of the project driveway at College Boulevard that shows acceptable peak hour operation with the recommended lane configurations at the project driveway. Also included is the traffic signal warrant evaluation for the signal planned at this location. 0033870 36 SYCAMORE.RPT/1 SE Sunny Creek February 22, 1996 CONCLUSIONS AND RECOMMENDATIONS Urban Systems Associates, Inc. The Sycamore Creek I amended Sunny Creek map includes deleting the planned office/restaurant/hotel/tennis club uses on the easterly portion of the site and replacing these uses with entirely residential uses totalling 180 detached dwelling units. This traffic study was initiated to determine the need for possible street improvements with the development of the Sunny Creek project. Existing Conditions Existing conditions at adjacent street segments and intersections were evaluated to determine if street improvements would be needed under existing conditions. As a result of this evaluation it can be concluded that key street segments expected to be affected by project traffic along El Camino Real, College Boulevard, and Palomar Airport Road currently operate within the city's circulation performance standard and that there is available street and intersection capacity for additional traffic. Therefore, street or intersection improvements for existing traffic conditions are not needed or recommended. The Sunny Creek Project The Sunny Creek project consists of 175,000 square feet of retail/commercial uses westerly of College Boulevard and 1_ 80 detached single family dwellings easterly of College Boulevard. Replacing the currently approved office/restauran1/hotel/tennis club uses with the 180 dwelling units reduces the possible traffic generation by 10,690 average daily trips and 1,170 A.M. and 0033870 37 SYCAMORE.RPT/1 BE Sunny Creek February 22, 1996 Urban Systems Associates, Inc. 1,241 P.M. peak hour trips. This reduction in planned traffic will have a beneficial effect to projected traffic volumes on adjacent streets and at intersections. Project Plus Existing Traffic Conditions Project traffic was added to existing traffic volumes at key street segments and intersections. An evaluation of these conditions concludes that key segments and intersections affected by project traffic are projected to operate within the city's circulation performance standard with available capacity for additional traffic without the need for street or intersection improvements except along the project frontage. Buildout Conditions at College Boulevard/El Camino Real An evaluation of the latest City of Carlsbad computer traffic model (file name LEGOBO) was conducted with adjustments for the reduced traffic generation planned for Sunny Creek. Based on this evaluation, College Boulevard through the project is recommended as a four lane roadway, 82 feet curb-to-curb, within a 102 foot right-of-way. Southbound dual left turn lanes are recommended at the El Camino Real intersection and in the northbound direction at the entrance to the commercial site. Figure 12 shows recommended lane configurations. The extra eight feet of right-of-way width on the easterly side of College Boulevard previously dedicated should be relinquished as a condition of the amended map. 0033870 38 SYCAMORE.RPT/1 SE Sunny Creek February 22, 1996 Urban Systems Associates, Inc. El Camino Real is recommend to have single left turn lanes in the westerly and easterly directions. At buildout, a separate right-turn-only lane for the westerly to northerly traffic movement is recommended. This lane would extend for a distance of 250 feet at the northerly side of El Camino Real adjacent to the project. It should be noted that even with all LFMZ 15 trips removed from the westbound right turn in the P.M. peak, the right turn lane would still be needed according to forecast volumes. The high right turn volumes are the result of regional through traffic and therefore the added right turn lane should not be a requirement of Sunny Creek or LFMZ 15 projects, but should be required as mitigation once College Boulevard and· Cannon Road are connected through to Oceanside. Recommended ultimate lane configurations at the intersection are shown in Figure 12. 0033870 39 SYCAMORE.RPT/1 SE MEMBERS OF URBAN SYSTEMS ASSOCIATES, INC. STAFF CONTRIBUTING TO THE PREPARATION OF THIS TECHNICAL STUDY Principal Planning Director Sandee Witcraft-Schlaefli Principal Engineer Andy P. Schlaefli, R.C.E., R.T.E. Project Engineer Sam P. Kab II, Licensed Traffic Engineer Senior Technical Support, Graphics and Illustrations Mark A Schlaefli Word Processing, Report Production and Compilation Wende E. Artz Urban Systems wishes to acknowledge the professional attitude and approach to the project with special recognition to Ken Quon of the City of Carlsbad Engineering Department staff. PAGE 1.0F 30 APPENDIX A 1995 EXISTING CONDITIONS INTERSECTION LEVEL OF SERVICE WORKSHEETS SUNNY CREEK ""'"0-2,9-a-------l/RBAN SYSTEMS--------_, 0033870 JHK & Associates Turning Movement Count Analysis Page J of3 City: Carbbad ln18!$eclion of: N/S Street: 1-5 Southbound File : CB954 l .lQ,S ENI Street : Palomar Airport Road Data Collected by M.H. & CJ. Count Dale: Doy : Tuesday Traffic Control : Slgnollzed 7/18/95 Weather: Cleat' End of 15 South ~!?,!OOch (NB) North Approach (SB) Wast ~e:ooch (EB) East Approach CWB) 15mln "folol mln,prd. Leff U-Tm 1hru RifJhl Peds Leff U-Tm Thru Right Peels left U-Tm llvu Right Pads Lett U-Tm llvu Righi Pads Vehicles Peels 6:15AM 0 0 0 0 0 101 0 0 17 0 0 0 32 24 0 0 0 42 61 1 277 I 6:30AM 0 0 0 0 0 145 0 0 23 0 /j 0 64 27 0 0 0 81 75 I 415 1 ~ 6:45AM 0 0 0 0 0 160 0 0 45 0 0 0 61 26 0 0 0 166 130 0 578 0 7:00AM 0 0 0 0 0 244 0 0 73 0 0 0 62 62 2 0 0 77 135 0 643 2 7:15AM 0 0 0 0 0 160 0 0 51 0 0 0 72 41 0 0 0 132 148 1 604 I ~ 7:30AM 0 0 0 0 0 169 0 0 55 Q 0 0 88 60 0 0 0 \l5 165 0 652 0 ~~ 7:45AM . 0 0 0 0 0 183 0 0 37 0 0 0 88 65 0 0 0 188 161 0 712 0 > 8:00AM . 0 0 0 0 0 242 0 0 55 0 0 0 88 76 2 0 0 1M 96 0 722 2 6:15AM . 0 0 0 0 0 127 o·· 0 47 0 0 0 94 68 0 0 0 167 112 1 605 1 .,, .,, V) ~ 8:30AM 0 0 0 0 0 138 0 0 .33 0 0 0 94 .82 0 0 0 167 121 0 635 0 m 8:45AM 0 0 0 0 0 81 0 0 23 0 0 0 95 43 0 0 0 135 136 1 613 1 z 9;00AM 0 0 0 0 0 141 0 0 37 0 0 0 76 w 2 0 0 107 117 0 638 2 0 ~~ M= \Smln, 0 0 0 0 0 244 0 0 73 0 0 0 95 82 2 0 0 188 165 1 722 2 x Pk.Hr. Vd. 0 0 0 0 0 721 0 0 194 0 0 0 358 258 2 0 0 636 524 1 2691 3 ~t!im 7:15AM Peok lolerseclion Troffic in Pk. Hr. • 2691 Peak Hr. factor 0.93 > 8:15AM Hour !nlerseclion Pd,rrm In Pl(. Hr. D 3 ~~ 3:4SPM 0 0 0 0 0 96 0 l 26 0 0 0 192 58 0 0 0 156 275 0 804 0 '1:00 PM 0 0 0 0 0 131 0 0 A7 0 0 0 175 100 1 0 0 239 310 2 1002 3 , 4:15PM 0 0 0 0 0 56 0 0 22 0 0 0 110 63 1 0 0 141 182 0 574 I ~ 4:30PM 0 0 0 0 0 132 0 0 26 0 0 0 120 64 0 0 0 ~ 265 0 813 0 4:45PM 0 0 0 0 0 11'1 0 0 40' 0 0 0 141 101 1 0 0 134 237 5 773 6 5:00PM .• 0 0 0 0 0 110 0 0 AO 0 0 0 125 83 3 0 0 145 253 0 756 3 -5:15PM . 0 0 0 0 0 98 0 0 33 0 0 0 195 134 0 0 0 222 342 0 1024 0 5:30PM . 0 0 0 0 0 87 0 0 17 0 0 0 90 79 0 0 0 122 311 0 706 0 5:45PM . 0 0 0 0 0 ·144 0 0 32 0 0 0 148 120 0 0 0 142 316 0 902 0 6:00PM 0 0 0 0 0 70 0 0 13 0 0 0 102 65 I 0 ·O ]54 253 0 657 1 6:15PM 0 0 0 0 0 63 ·O 0 25 0 0 0 106 70 0 0 0 159 226 0 649 0 6:30PM 0 0 0 0 0 69 0 0 27 0 0 0 97 61 0 0 0 141 177 1 562 1 Mo,c.16mln, 0 0 0 0 0 144 0 1 47 0 0 0 195 134 3 0 0 2l9 342 s 1024 6 Pk.Hr.Va. 0 0 0 0 0 439 0 0 122 0 0 0 558 416 3 0 0 631 1222 0 3388 3 4:45PM Peak lnlersecflon Traffic in Pk. Hr. C 3388 Peak Hr. Factor 0.83 5:45PM Hour lnleiseclion Pdslms 1n Pl<. Hr, -3 -0 > Ci) m ~ II> 0 ~ "1'I (.:) ~ 0 ti APPENDIX A 1-5 Southbound at Palomar Airport Rocd Lane Configuration for ln!ersectlon Copoctty Utlllzatlon Poge 2 of 3 Pk. Hr. Tune Period ; 7:15AM to 8:15AM South Apor (NB) North Appr (SB) West Appr (EB) • Eost Appr (VVB) ~ ..:!h!!!.. Right ~ Thru Right ~ .lb!!:!.. Right ~ Thru flight Lone ConRg • urcllons fnside OettJ OJtlfde Free-flow 1 2 3 4 5 6 7 Lone Settln~ O O Ccpaclly O O he the North/South phases split ('(/N)? Ate the Eost,'West phases spill ('{ft,)? Effidency Los/ Factor 0.10 Hourly Volume O Adjusted Hourly Volume 0 Utmza!lon Factor 0.00 Crlticcl Factors 0 0 0.0'.J Q,(XJ ICU llallo -0.48 Turnlng Movemenb at Intersection of: w e s t A p p ThTie: 7:15AM to 8:15AM Date 7 /18/95 Doy Tuesday Name M.H. & C.I. Sub- ~ total! 8:lO 1446 616 0 0 2 0 I 0 324::J o· 180) N N 0 721 0 194 0 721 0 194 O.CXJ 0.22 a.co 0.11 o.co 0.22 LOS-A 1-5 Southbound North Approach 915 Jg4 J 0~ 358~ 258T t North --i . t 0 0 0 Subtotcls 258 0 Total 258 South Approach 1 0 3 0 0 2 0 0 t.X1J 0 0 "10:0 0 0 358 258 0 636 524 0 616 0 0 636 0 o.ro 0.10 a.co a.co 0.16 a.co o.co 0.16 end l'Qlomcr Airport Rocd 1439 0 ni ~ t 0 1-5 Southbound 524 Ls24 +636 T 0 Ill1cl ~ Sub- ~ Totals lU:O 0 2239 1079 Palomar Airport Road Nate : Left-tum volumes Include U-!urns. IJ-turns In bold. PAGE 3 OF 30 E a s A p p ., SVNNYC/i'EEK '-0-21-86--------URBAN S YSTEMS-------o◄·'0,-88.-'8.-~-v., APPENDIX A 1-5 Southbound at Palomar Airport Road Lane Contlgurollon fot ln!ersecllon Copactty Ull\b:otton Poge3ot3 Pk. Hr. '!\me Period : 4:45PM to 5:45PM South APor {NB) Norlh Appr (SB) West Appr (EB) East Appr (W8) ~ lhru Right ~ 1hru Righi Left Thru Right left . .Jb!.!:!_ Right Lene Config. utatloN Inside 1 Oett) 2 3 4 5 6 Outside 7 Fre&-flow Lane Settings O O Capacity a a Are the Norlh/South phase, $p1it ('{JN)? Ive the East/West phases ,p!It Ci/t,(J? EHlclency Lost Factor 0.10 HoU!ly Volume O 0 Adjusted Hourly Volume a O Utilization Factor 0.00 0.00 Crttlcaf Factors 0.00 ICU Ratio • 0.4'.l Turning Movements at Intersection of: w e A p p lime : 4:4.5 PM to 5:4.5 PM Dale: 7/18/95 Day : Tuesday Nome: M.H. & c.r. Sub- ~ ~ 753 1727 974 0 I 0 2 0 I 0 3 0 0 2 0 0 3240 0 leoJ 0 6CCO 0 0 40.:D 0 N N 0 439 0 122 0 658 416 0 63l 1222 0 439 0 122 0 974 0 0 63! 0 0.00 0,14 a.OJ 0.07 a.co 0.16 o.co 0.0J 0.16 0.(l) o.co 0.14 0.16 O.OJ LOS• A l·S Soulhbound and Palomar Alrport Rood North Approach 1·5 Southbound 1783 56! l222 0 122 0 439 J t ~ J L1222 0 658~ 416T t North ...-631 To 0 1clm ~ Sub• ~ 1853 9',7 ~ E a 2&0 A p p t t • r 0 0 0 Subtotals 416 0 ~ 416 South Approach a Palomar Alr1>0rt Road Note : Leff-turn vol\Jm~ Include U-tuns. lJ..lurns In bold. PAGE 4 OF 30 SUNNY CREEK ,0-21-06--------URBAN SYS TEMS-------a-o._s._'88-n-v_. 0 I\) .... (D 0) JHK & Associ0lm Turning Movement Count Analysfs Page 1 of3 Ctty: Carlsbad lnl111Seclion of: NJS Slreet : 1-5 Northbound File : CB9542.xlS ENI street : Palomar Airport Road Data Collected by T.M. &. V.P. Count Date: Day: Tuesday Traffic Control : Signalized 7/18/95 Weather: Clear South ~12!:oach (NB) North Approach (SB) West ~e:oach (EB) East Aeeroach (WB) 15mln Total End of JS mln.prd. tell U-Tm 1hru Right Ped$ Leff U-Trn lhru Right Pads Leff U-Tm lhru Ri9ht Peels Leff u,rm lhru Righi Pads Vehicle/I Pads 6:16AM 7 0 0 Bl 0 0 0 0 0 0 2 0 100 0 1 0 0 73 77 3 340 4 6:30AM 13 0 0 121 0 0 0 0 0 0 3 0 174 0 l 0 0 117 59 1 487 2 6:45AM 30 0 0 177 0 0 0 0 0 0 6 0 194 0 l 0 0 172 65 3 6M 4 7:00AM 16 0 0 234 0 0 0 0 0 0 6 0 289 0 2 0 0 171 76 3 792 5 ~ 7:15AM 39 0 0 204 0 0 0 0 0 0 7 0 '207 0 2 0 0 167 77 0 701 2 7:30AM . 29 0 0 260 a a 0 0 0 0 17 a 262 0 1 0 0 186 63 I 817 2 7:45AM . 35 0 0 305 0 0 0 0 0 0 15 0 259 0 I 0 0 168 82 1 864 2 ~ 8:00AM 54 0 0 339 0 0 0 0 0 0 4 0 319 0 0 0 a 197 99 0 1012 0 ~~~ 8:15AM . 54 0 0 355 0 0 0 0 0 0 6 0 253 0 a 0 0 243 98 1 1009 1 8:30AM 60 ·o 0 285 0 0 o· 0 0 0 9 0 215 0 1 0 a 198 ro 0 817. I > ~ 8:45AM 35 0 0 242 a 0 0 0 0 0 13 0 162 0 1 0 0 177 99 2 728 3 -a 9:00AM 27 0 1 217 0 0 0 0 0 0 8 0 163 0 4 0 0 159 102 4 677 8 "1] ½~ m Max.15mln. 54 0 1 355 0 0 0 0 0 0 17 0 319 0 4 0 0 243 102 4 1012 8 z ~~ Pk.Ht. Vol. 172 0 0 1259 0 0 0 0 0 0 42 0 1093 0 2 0 0 794 342 3 3702 5 0 7:15AM Peak Intersection Traffic In Pk. Hr. • 3702 Peok Hr. factor 0.91 x 8:15AM Hour lntersectton Pdslrns In Pk. Hr. C 5 ~t!im 3:45PM 29 0 0 179 0 0 0 0 0 0 66 1 207 0 a a 0 343 231 0 1()56 a > • ~ 4:00PM 29 0 2 183 0 0 0 0 0 0 21 0 198 0 1 0 0 323 240 0 996 I ~ 4:15PM 32 0 1 156 0 0 0 0 0 0 40 0 170 0 I 0 0 214 228 0 841 1 4:30PM 40 0 1 200 0 0 0 0 0 0 27 1 162 0 0 0 0 397 261 0 1092 0 4:45PM 31 0 0 131 0 0 0 0 0 0 7 0 193 0 1 0 0 292 125 0 779 1 5:00 PM . 42 0 0 148 0 0 0 0 0 0 68 0 191 0 4 0 0 345 308 0 1102 4 5:15PM . 33 0 2 136 0 0 0 0 0 0 67 0 205 0 2 0 0 348 295 0 1086 2 5:30PM 35 0 1 173 0 0 0 0 0 0 52 1 210 0 0 0 0 433 219 0 1124 0 5:45PM . 29 0 0 173 0 0 0 0 0 0 30 0 214 0 0 0 0 373 233 1 1052 I 6:00PM 31 0 0 173 0 0 0 0 0 0 29 0 153 0 1 0 0 339 140 0 865 1 6:15PM 30 0 0 149 0 0 0 0 0 0 31 1 139 0 1 0 0 299 173 0 822 I 6:30PM 22 0 0 123 0 0 0 0 0 0 14 0 122 0 1 0 0 232 127 0 640 1 Max.15min. <12 0 2 203 0 0 0 0 0 0 68 I 214 0 4 0 0 433 306 I 1124 4 Pk.Hr. Vol. 139 0 3 630 0 0 0 0 0 0 217 1 820 0 6 0 0 1499 1055 I 4364 7 4:45PM Peak lnlersecllon Traffic In Pk. Hr. .. 4364 Peak Hr. Foci 01 0.97 5:45PM Hour lnlMeylion Pdstms In Pie. Hr. = 7 "ti > G) m ~ (JI ~ 0 -n ~ G,) 0 ~ 0 ~ Cl) (I) ~ ~ ~~ Cl)~ ~~ ~t!i rn ~~ Ct) ~ ~ ~ ~ JHK & Assodates Turning Movement Count Analysis Clly: Carlsbad lnle~ecllon of: N/S Street : Paseo Del Norte Flle : C895 l 2.lQS E/W Street : Palomar Nrport Rood Data Ccilaoled byT.Z. & D.W. Coun!Oate: Day: Tuesday Traffic Control : Signalized 7/18/95 Weather: Clear South ~oach {NB) Norlh ~rooch (SB) Wes! AS>e:oach (EB) End of 16 mln.prd. left U-Tm lhru flight Peels left U-Trn Thru Righi Peels left U-Tm 1hru Right Peels 6:15AM 37 0 6 2 2 1 0 l 2 0 4 3 169 27 0 6:30AM 54 0 4 14 0 3 0 l 3 2 5 I 250 19 0 6:45AM 54 0 15 11 I 6 0 1 6 1 6 0 374 29 0 7-JXJAM 57 0 6 23 0 7 0 2 7 1 13 1 479 19 1 7:15AM 47 0 21 23 0 17 0 2 7 1 14 3 348 36 0 7:30AM . 44 0 10 37 0 18 0 7 2 ·1 28 1 453 19 1 7:45AM 68 0 20 42 0 ID 0 8 1 0 30 I 495 36 0 8:00AM 71 0 56 52 0 23 0 3 9 l 18 0 675 25 0 8:15AM . 54 0 20 30 l 38 a: 10 2 0 30 l 550 46 0 8:30AM 49 0 14 24 0 20 0 9 0 0 29 0 405 26 0 8:45AM 68 0 23 18 0 24 0 10 3 0 22' I 360 26 0 9:00AM 69 0 13 20 0 32 0 12 5 0 29 6 340 39 0 Max. 15mln. 71 0 56 52 2 38 0 12 9 2 30 6 575 46 Pk. Hr. Vol. 237 0 106 161 1 89 0 28 14 2 106 3 2073 126 7:15AM Peak lnter,ecllon Traffic In Pk. Hr. • 3816 Peak Hr. Facto, 0.92 8:15AM Hour lntersedlon Pdstrns In Pie. Hr. -4 3:45PM 86 0 11 30 0 39 0 11 25 0 23 0 307 51 0 4:00 PM 91 0 16 35 l 13 0 14 12 0 26 3 276 45 0 4:15PM 45 0 14 17 0 38 0 13 25 0 37 3 220 45 1 4:30PM 66 0 13 21 0 41 0 19 16 0 36 1 294 50 1 4:45 PM 70 0 10 25 0 40 0 21 21 0 42 4 290 62 0 5:00PM . 56 0 8 18 0 44 0 19 24 0 21 2 203 54 0 6:15PM . 80 0 14 :n· 0 42 0 24 31 0 25 2 221 49 2 5:30PM 59 0 11· 37 0 34 0 15 13 0 33 4 261 79 0 5:45PM 77 0 7 29 0 37 0 l4 25 0 25 7 261 64 0 6:00PM 65 0 8 14' 0 36 0 16 19 1 29 2 222 57 0 6:15PM 70 0 9 25 0 26 0 13 22 l 30 9 210 60 0 6:30PM 49 0 16 20 0 18 0 14 10 1 16 8 165 46 0 Max. 15mln. 91 0 16 37 1 44 0 24 31 42 9 307 79 2 Pk. Hr. Vol. 272 ·O 40 115 0 157 0 72 93 0 104 15 946 246 2 4:45PM Peak Intersection Traffic In Pk. Hr, ~ 4502 Peak Hr. Factor 0.93 5:45PM Hour Intersection Pdstms In Pie. Hr. -2 Pagel of3 East Approach CWB) 15mln Total left U-Trn Thru Right Pads Vehicles Pads 15 6 129 12 0 413 2 to 2 137 12 0 615 2 11 3 164 18 0 697 2 18 5 173 15 0 825 2 12 4 170 21 0 725 1 12 0 H!5 35 0 851 2 19 1 158 29 0 918 0 33 2 135 37 0 1039 1 > 18 1 183 25 0 1008 .1 19 1 157 25 1 778 1 -0 -0 23 5 175 19 0 777 0 m 32 3 164 22 0 786 0 z 33 6 185 37 1 1039 2 CJ 82 4 661 126 0 3816 4 x > 45 7 560 18 0 1213 0 38 8 362 20 0 959 I 48 11 434 29 0 979 1 49 3 -136 28 0 1077 I 45 7 476 30 0 1143 0 '18 8 501 29 0 1035 0 67 10 529· 19 0 1144 2 83 4 506 26 0 1165 0 64 5 511 ·32 0 1158 0 46 4 352 19 0 889 1 M 4 327 12 0 861 l 47 8 265 13 0 695 1 6.1 JI 560 32 0 1213 2 262 27 2047 106 0 4502 2 "ti ► G) m (X) 0 'Tl c., 0 APPENDIX A Pos.o Del Noel• at Palomar Airport Road Lana Configuration fOf Intersection Capocity Utmzotlon Page 2 o/3 Pie. Hr. Tma Perlod : 7:15AM to 8:15AM South Apg (NB) Norlh Aop: (SB) Wad Appr (EB) Easl Appr (WB) _h!f!.... Jb!!L Right left ~ .R!.llQ!. ~ ~ Right ~ ..lb!!!.. Right Lona Inside 1 Config • Cleft) 2 Ufa!Jons 3 4 5 6 01.J!slda 7 Free-now Lona Settings 2 2 Capacity . 324:J ,dQ)J Ala the North/South phases spilt CY /l--01 Ala the Eost,Wast phosas split t{/N)? Efficiency Lost Factor 0.10 Hourly Volume 237 'l Cl!, 'Adjusted Hourly Vo/Lme 237 267 Uli!lzotlon Factor 0.07 0.07 Clillco\ l'oclcr., 0.07 ICU Ratio • 0.6:l Turning Movements at lnlersactlon of: w a s t A p p Tme: 7:15AM lo 8:15AM Data 7/18/95 Doy Tuesday Name T.Z. & D.W. Sub- ~ ~ 915 3223 3 2308 0 2 2 0 2 3 0 2 3 0 0 32-40 4(XlJ 0 324J 6WJ 0 32-40, 60::0 0 N N esc 161 89 28 14 1~ 2073 126 86 "'61 126 0 89 42 0 100 21W 0 86 787 0 o.co 0.03 0.01 o.m 0.03 0.37 0.00 0.03 0,)3 0.00 o.ro 0.37 0.03 LOS• A l'awoO.INorle and Palomar Airport Road North Approach Pct<H> o.i Nori• Ml; Total 131 338 Subtclals l~_j.. 2073_.... 126v 0 14 89 .J ~ L 126 ,.qQ ,.._µ1D' r 8b " t North ~ t. t Sub• ~ 873 2327 Totals 32(l) 237 1C.6 161 D Palomar Airport Road Subtottu 236 60<! TotoJ 74J South Approach Nole : leff-lum volumes Include \Huns. IJ-tums In bol/:1. PAGE 9 OF 30 E 0 A p p J SUNNY CREEK '-0-210-0--------URBAN SYS TEMS-------0,-t1,_'.5'._'88._7..i_v_, 0 II> ..... (D· a> JHK & ksodales Turning Movement Count Analysis Pagel of3 City: Carlsbad lnfersedton of: N/S Slreef : Colege Boulevard Ale: C895l3.xts E/W street: Palomar Airport Rood Dalo Collected by T.M. & D.W. Count Date: DCJ:,/ : Wednesday Traffic Control : Slgnol!zed 7/19/95 Wealh8': aaor South ~[!OOch [NB) North Approach [SB) West ADe!OOch (EB) East Aeerooch {W8) 15 min Total End of 15 mln.pid. Len U·Tm nvu Ri9hl Pads left U-Tm 1hru Righi Pads tan U•Tm 1hru !light Pads Leff U-Trn 1hru Righi Pads Vehlcles Ped$ 6:15AM 0 0 0 0 0 6 0 0 21 0 40 0 76 0 0 0 0 122 2 0 266 0 6:30AM 0 0 0 0 0 3 0 0 8 0 88 0 158 0 0 0 0 140 2 0 399 a 6:45AM 0 0 0 a 0 3 0 0 27 0 85 0 212 0 0 0 0 163 2 0 492 0 ~ 7:00AM 0 0 0 0 0 7 0 0 22 0 162 0 346 0 0 0 1 189 4 0 751 0 7:16AM 0 0 0 0 0 6 0 0 19 0 98 0 225 0 0 0 0 l<19 5 0 502 0 7:30AM 0 0 0 0 0 17 0 0 15 0 147 l 337 0 0 0 0 202 1 0 720 0 ~ 7:45AM . 0 0 0 0 0 10 0 0 20 a 176 0 324 0 0 0 0 193 2 0 725 0 ~~ 8:00AM 0 0 0 0 0 16 0 0 21 0 21\ 0 463 0 0 0 2 173 5 0 891 0 > 8:15AM . 0 0 0 0 0 10 0 0 18 0 122 0 220 0 0 0 l 196 2 0 569 0 8:30AM . 0 0 0 0 0 a 0 0 54 0 205 1 370 0 0 0 0 188 4 0 830 0 "'O V)~ 8:45AM 0 0 0 0 0 11 :o 0 33 0 136 .Q 250 0 0 0 0 159 11 0 HYJ 0 "'O 9:00AM 0 0 0 0 0 4 0 0 31 0 89 1 173 0 0 0 l 162 3 0 464 0 m z Mox. lSmln. 0 0 0 0 0 17 0 0 54 0 211 I 46:l 0 0 0 2 20l 11 0 891 0 0 ~~ Pk.Hr.Va. 0 0 0 0 0 44 0 0 113 0 714 1 1377 0 0 0 3 7!:IJ 13 0 3016 0 x 7:30AM Peak . Intersection Traffic In Pk. Ht. • 3015 Peak Hr. Factor 0.85 ~t!im 8:30AM Hour lnle,sectlon Pdslrns In Pk. Hr. -0 > 3:45_PM 0 0 0 0 a 5 0 0 151 0 4? 0 205 0 0 0 l 432 12 0 851 0 ~~ 4:00PM 0 0 0 0 0 2 0 0 108 0 36 0 189 0 0 0 0 265 8 0 608 0 • 4:15PM 0 0 0 0 0 4 0 0 185 0 30 l 200 0 0 0 0 358 9 0 787 a V) 4:30PM 0 0. 0 0 o· 8 0 0 BQ 0 42 l 257 0 0 a 2 311 7 0 717 0 4:45PM 0 0 0 0 0 5 0 0 . 134 0 24 0 186 a 0 0 0 323 II 0 683 0 5:00PM . 0 0 a 0 0 3 0 0 88 0 43 3 186 0 a 0 a 341 4 0 668 0 5:16PM 0 0 0 0 0 8 0 a 221 0 37 0 ·257 0 a 0 0 596 20 0 1141 0 6:30 PM . 0 0 0 0 0 8 a a 182 0 36 1 261 0 0 0 0 3S3 12 a 883 0 6:45PM . a 0 0 0 0 0 0 0 144 0 19 2 220 0 a a l 323 4 a 713 0 6:00 PM 0 0 0 0 0 2 0 0 93 0 18 2 169 0 0 0 0 307 5 0 596 0 6:15PM 0 0 0 0 0 4 l 0 89 I) 21 l 173 0 0 0 l 310 2 0 W2 0 6:30PM 0 0 0 0 0 l a 0 48 0 18 0 127 0 a 0 0 233 6 0 433 0 Mox. l5mln. ti 0 0 a 0 8 1 a 221 I) AS 3 261 0 0 0 2 598 :20 0 1141 0 Pk.Hr. Vd. ·o 0 0 0 0 19 0 0 635 0 135 6 924 0 0 0 1 1645 40 0 3405 0 4:45 PM Peak lnlersecllon Traffic in Pk. Hr. • 3405 Peak Hr, Foclot 0.75 5:45PM Hour Jntersetfion Pdslrns In Pk. Hr. * 0 'tJ > Ci) m ~ :::l: ~ 0 "T1 ~ c., 0 \::3 APPENDIX A College Boulavord cl Palomar Airport Road Lane Configuration for lntersec!ion Capacity u1mzafi0n Paga 3 of3 Pk. Hr. 'llme Period : 4:45PM to • South Appr (NB) North ApP1 (SB) West Appr (EB) East Appr (WB) 6:45PM ~~Righi~ Tm.I B!9b..t.J:!!!_~Bl9!2!.~~ Right Lene Cont!g• uroiions Outside Fra&-ffow I 2 3 4 5 0 7 Lona Settings O O 0 0 N N 1 lBCO 0 0 Capoctty . O 0 Ne the Nor!h/South phOS0S splll ~/N)? Ne the East/West phases split 0(/1'-0? Effidancy Lost Factor 0.10 Hourly Volume O Ad}usiad Hourly Volume O 0 0 19 O 0 0 19 0 Utillmtton Factor 0.00 o.oo o.oo 0.01 a.co C1ttlcal factors a.co ICUllotlo » LOSa B Tl.lmlng Movements ct lnt0tSacllon or: College Boulevctd llrne : 4:45 PM to 2 2 3 l 2 3 l 3240 324Cl 6COl l !lro 3240 IJ:J:iJ 1 BOO 635 635 0.20 0.20 \~so 141 !);?,I 0 141 m o o.04 0.1s a.co 0.04 1t3s" 1 )..4<l5 40 l ~-40 a.en 0.27 0.02 0.27 ,1\ and Palomar Airport Road 5:45PM North Approach College Boulevard Dote 7/19/95 Doy Wednesday 829 Total Nome T,M.&O.W. 654 175 Subtotats 0 Sub· .• 635 0 19 Sub~ ~ ~ ~r t ~ ~ w e 2284 141~ L40 3351 6 1065 ,,.(o ,?14 _.. t ~~\115' lo&. a• 'V l 1 " North p t 944 p ~ t Totols 2630 0 0 0 l'olomor AlIporl Road Subtotols Total 0 0 0 0 South Approach Note : Left-turn volumes lncluda U-turns. U-turns In bold. PAGE 13 OF 30 E a A p p St/NNYCfi'EEK '---------URBAN SYSTEMS-------__,, 02/98 0083870 JHK & Assodot85 Turning Movement Count Malysis Pagel ofJ City: Carlsbad lnlersecHon of: N/S street: El Camino Real Ale: C89505.JQS E/WSlraet: Palomar Airport Road Data Collected by T.M. & CJ. Count Date: Day: Thursday Traffic Control : SlgnaHzed 7/20/95 Wealher: Claar Soulh Ape:oach (NB) North teerooch (SB) West Ape:ooch (EB) East Aeerooch (WBl 15mln Total End of 15 mln.ptd. Leff U-Tm lhru Right Pado left U-Tm lhru Right Pads tell U-Trn Thn.J Right Pedo Left U-Tm lhru Right Pads Vehld9$ Pads I 6:15AM n 0 35 20 0 32 0 24 19 0 \6 0 32 \1 0 69 0 148 123 0 64b 0 ~ 6:30AM 6 0 54 42 0 54 0 61 33 0 17 0 49 13 0 94 0 197 142 0 752 0 6:45AM 21 0 Bl 69 0 53 0 61 40 4 43 0 86 26 0 71 0 159 108 0 798 4 7:00AM 10 0 123 125 0 69 0 70 43 0 39 0 128 33 0 121 0 198 166 0 1126 0 ~ 7:15AM 6 0 48 52 0-66 0 51 25 l 22 0 72 19 0 88 0 119 118 0 686 1 7:30AM . 20 0 IOI 117 0 54 0 55 23 0 47 0 130 51 0 82 0 197 161 0 1038 0 ~~ 7:45AM . 23 0 123 150 0 79 0 97 31 0 56 0 155 44 0 93 0 243 152 2 1246 2 8:00AM . 15 0 223 172 0 82 0 61 52 0 51 0 \95 51 0 84 0 189 206 0 138\ 0 > 8:15AM . 55 0 234 2,9 0 76 . 0 68 19 1 70 0 182 36 0 98 0 144 113 0 1324 I -0 V)~ 8:30AM 20 0 103 71 0 54 0 37 25 0 40 0 122 36 0 79 0 139 72 0 798 0 -0 8:45AM 15 0 147 113 0 37" 0. 47 21 0 58 0 139 56 0 11 0 118 BO 0 902 0 m 9:00AM -22 0 132 61 0 44 0 37 16 0 A7 0 165 41 0 62 0 118 6J 0 808 0 z C/3~ Max. 15 inln. 55 0 234 0 229 0 82 0 97 52 A 70 0 195 56 0 121 0 243 206 2 1381 4 >< Pk.Hr.Vr:J.. 113 0 681 668 0 291 0 281 125 I 224 0 662 182 0 357 0 773 632 2 4989 3 ~t!i m 7:15AM Peak Intersection Traffic In Pk. Hr. • 4989 Pack Hr. Foclor 0.90 > 8:15AM Hour lnlarseclion Pdslrns In Pk. Hr. -3 ~~ 3:45PM 25 0 155 201 0 165 0 102 27 0 155 0 238 15 0 71 0 166 59 0 1379 0 ,l:OOPM J5 0 149 94 0 86 I 112 72 1 65 0 241 22 0 75 0 154 54 0 1160 I V) 4:15PM 18 0 131 144 0 175 0 93 37 0 72 0 240 18 0 63 0 131 57 0 1179 0 4:30 PM 21 0 114 9<1 0 144 l 104 38 l 47 0 218 14 0 62 0 130 63 0 1050 I 4:45PM . 26 0 163 179 0 178 0 113 27 0 114 0 311 27 0 85 0 133 86 0 1442 0 5:00PM . 13 0 129 142 0 134 0 103 33 0 59 0 298 10 0 73 0 176 59 0 1229 0 5:15PM . 11 0 74 138 0 179. 0 131 21 l 46 0 290 25 0 120 1 169 91 0 • 1296 l 5:30PM . 11 0 97 139 0 178 l 133 27 I 87 0 272 16 0 100 0 IA! 67 0 1269 1 6:45PM. 22 0 124 162 0 139 I 113 11 0 44 0 228 15 0 75 0 113, 46 0 1093 0 6:00PM 21 0 99 lll 0 129 0 109 13 0 32 0 253 10 0 79 .0 87 48 I 991 l 6:15PM 16 0 80 99 0 88 0 92 24 0 34 0 168 13 0 54 0 142 68 0 878 0 6:30PM 11 0 82 86 0 80 1 90 22 0 35 0 161 10 0 so 0 Ill 59 0 798 0 Max. l5mlrl. J5 0 163 201 0 179 133 72 I 155 0 311 27 0 120 176 91 l 1442 I Pk. Hr. Vcl. 61 0 463 598 0 669 1 480 108 2-306 0 1171 78 0 376 619 303 0 5236 2 A:30PM Peck loh,..•eclioo Traffic In Pk. Hr. ~ 6236 Peak Hr. Foclor 0.91 5:30PM Hour lnlarsecllon Pdslrrn in Pk. Hr. ~ 2 "O > G) ~ m .... ~ ~ 0 ~ "ll (,) ~ 0 0 JHK a /lssodatas Turning Movement Count Analysis Pc:;;;J:3 1 of3 N ..... CD (I) Cify: Carlsbad lnte1sactlcn of: N/SSlr~et: El Camino Real File : CB9.E01.XLS E/Wstreel: Cortsbad Village Drive Oata CollectedbyV.P. llc. M.H. CounlDat,;,: Day : Tuesday Traffic Confrcl : Signalized 7/26/~6 W60ther: Wednesday Sruth A2e:oach (NB) Ncrih App~oach (SB) West Appmoc:h(EB) East A~rooch {WBl 15min Toto! El'ldof 15 min.p-d Left U-1rn l'h!u Right Ped$ L~ft \.Am Th"l.l light P::)ds Lett U-Trn 1hru Right Peels left U-Tm lhru Right Pe:!= Vehicles !>eds 6:15AVI 2 0 B4 0 l 0 l 100 6 ,0 q 0 5 2 l 4 0 22 27 [ 32a 2 -6:30Nvl 3 0 88 0 0 8 ::> 217 7 I() 12 0 2 7 0 5 0 46 23 C 4Hl 0 ,6:<15AV. 1 0 82 1 l 3 :J m 9 () 15 0 3 6 1 6-0 52 34 C 510 2 7:00AM 2 0 70 3 2 5 :J 32-8 6 I} T4 0 4 14 2 4 0 o6 41 C 556 4 7:16AM 3 0 104 4 0 10 :) 206 12 0 1a 0 7 6 0 6 0 49 36 :; <160 2 ~ 7:30AM . 7 0 124 4 0 11 l 336 12 I) 26-0 11 16 1 8 0 53 47 C 656 1 7:il5AM . 9 0 124 2 0 11 ;z m 15 I 17 0 14 16 0 :23 0 81 63 C W,.1 1 8:00AM • ] 0 78 5 0 20 :J 33.1 19 1 39 0 19-18 1 16 0 68 67 C 679 2 ~ &:l5AM . 15 0 126 3 0 24 3 186 15 :} 18 0 13 i, 0 4 0 50 34 2 497 2 ~~ 8:301,.1\11 12 0 127 2 0 16 I 185' 10 :> 26 0 14 6 0 6 0 62 66 0 527 0 > "'O 8'l'15AM s 0 100 2 1 16 I 14:'i 23 :2 2b 0 16 12 0 8 0 37 36 0 428 3 -0 V) ~ 9:00AM 9 l 100 3 0 l8 j 13:5 23 1 21 0 16 10 0 7 0 60 39 0 443 1 m Ma.t.15min. z 15 l 127 5 2 24 3 33~ 23 :2 39 0 19 18 2 23 0 81 63 2 619 4 C ~~ Pk. Hr'.Vol. 3a 0 452 14 0 66 :, 10$3 bl 2 100 0 57 55 2 51 0 262 201 2 243~ 6 >< ~:15P.M Peak lntersecticn Traffic In Pk. Hr. = 2--36 Peak Hr. =actor 0.90 > ~t!i rn 8:15/1.M Horn lde:sacl,cn Pdstrrs in Pl<. Hr. = s ~~ 3:45PM 1 0 217 lB 0 40 5 1]•;? 31 J 33 0 47 1l 0 6 0 38 31 0 b53 0 -4:00P,M 7 0 352 14 0 33 5 166 29 J 41 0 61 9 9 3 0 22 31 0 773 {) V) 4:15PM 8 0 239 12 0 38 ~ 16.l 23 ) 34 0 65 7 2 3 0 46 40 4 678 6 4:30PM 12 0 2M 13 0 42 13-1 21 ,J 31 0 49 10 0 10 0 36 44 A 617 4 A:45PM . 17 l 302 14 l 65 I 125 32 I 3\ 0 74 1 0 ti 0 ?fl 44 l 740 3 5:00PM . 14 0 212 13 0 55 ;; 145 17 0 60 0 91 9 0 3 l 38 43 0 696 0 5:15PM. . 00 0 227 l7 0 66 151 31 I) 62 0 60 s 0 3 0 34 21 l 763 I 5:30PM . 25 0 3()J 20 0 5b • l-43 37 0 78 0 81 8 0 4 0 14 22 0 791 0 6:45PM 9 0 235 17 0 60 • 131 36 D 60 0 60 9 0 6 0 38 38 I 61'/9 I 6:00 PM 9 0 128 6 0 55 • 114 30 0 So 0 88 9 0 5 0 86 26 0 612 0 6:15P!v'\ 9 0 166 H 0 60 123 25 0 37 D 53 5 0 5 0 36 45 0 566 0 6:30 Pvt 12 0 148 8 0 63 :: 111 32 n 32 0 66 12 0 n 0 44 40 0 seo l) Max.15min. 80 } 352 20 1 68 :ii l79 37 I 78 0 91 12 2 11 86 45 4 791 6 Pk.Hr,Vct 136 l 1044 64 1 234 D 565 1l7 221 0 306 32 0 14 1l5 130 2 2990 4 .,, 4:30P\1 Peak lnte1section Tral!lc il'J Pk. Hr. ,02£\'.) Peak Hr. Factor 0.95 > G) 5001' Hout lntetsection Pdslms-In Pk. Hr. .. .;; m ~ ... ...... 0 ~ "Tl c,) ~ 0 ~ 0 II> .__ (D O> JHK 8: As.,oclotm Turning Movemanl Count Analyst. Pagel 013 atv: Cwlsbod lnlooecllon ()f: NJS street : 8 Camino Real Ale: C89502.Xl.S EN/Street: Tamarack: Avanua Oola Collected by LM. & D.W. Co<.lllDola: Dav: Tuesdav Trotlb Centro! : Slgnaiwd 7/11/95 Weather: Clear Soulh Ap~ach (Na) Norlh Ap!,:!Pach {S9) Wes! !£pmooo !E8l £mt Aef!IOOch (Wll) tsmrn Tator Endofl5 rrin.prd. I.aft· \J-Tm Thru !light Pads Lett IHm Thu ra001 Peos lefl U•Tm ThtU Right Peels left ll-Tm lhru lllght Peels Vehlclas Pads 6:16AM 0 0 76 ·.t 0 0 0 139 3 1 3 0 1 6 0 ., 0 29 3 0 270 l 6:30AM 2 0 66 1 0 l 0 236 3 1 7 0 4 8 2 17 0 37 1 0 383 3 6:45AM 7 0 61 4 1 0 0 306 6 6 7 0 3 16 I 1.7 0 ,u 4 2 4Bl 9 ~ 7:00AM 9 0 70 a 2 1 0 342 6 4 13 0 s 12 0 37 0 S'i 2 0 564 6 7:15AM . 1 0 77 1 a 0 0 243 b 6 Q a 7 16 0 44 0 67 3 1 Jf/6 7 7~0A.M s 0 73 3 0 2 0 320 4 2 13 0 10 20 0 43 0 5S a 0 556. 2 ~ 7:45A!11\ . 11 0 79 12 0 1 0 257 7 0 21 0 9 26 0 56 0 46 6 a 557 a ~~ 8:00AI,/, . 6 0 84 B a 6 0 407 8 0 9 0 10 -32 0 M 0 42 u. 0 683 0 8:15AM 11 0 ii> 11 0 4 0: 189' 8 6, 9 0 13 Ill 0 Sl 0 ~9-5 1 434 6 > 8:30AM l, 0 a1 11 0 3 0 1&6 9 l 10 0 12 n 0 32 0 :n 7 l 419 2 -0 ~~ 8:45AM 11 0 BS 6 0 0 0 145 9 1 4 0 7 111 D :16 0 44 4 I 359 2 -0 9:00A\1 8 0 91 9 0 4 0 lM> 3 0 15 (] 21 15 0 36 0 41 6 0 385 0 m ~t5min. ll 0 • 91 12 2 6 0 407 9 6 21 (] 21 32 2 58 0 6Q 16 2 683 9 z ~~ • Pk. Hr. Vol, 28 0 313 30 0 9 0 1227 25 1l 52 0 311 96 0 201 0 222 33 l 2272 9 0 7-.00AN, Paolt. lnlarseclion Traffic In Pk. Ht. D 2272 Peale Hr. factor 0.83 X ~tti m 8:00All,1 Hou, lnlersecllon Pdshns In Pk. Hr. = 9 > 3:45PM 17 l 412 26 0 a 2 161 12 0 lS 0 39 9 0 21 0 20 9 0 742 0 ~~ 4:00PM 17 0 254 24 0 3 I 122 ,4 0 20 0 37 10 0 14 0 ll 9 0 526 0 '4:15PM 24 0 350 -4l 0 5 0 1-41 14 0 10 0 34 ll 0 14 0 20 6 a 6'72 0 V) 4:30Pr.A 19 0 241 ro 0 3 0 m IQ 0 a () 43 n 3 16 0 20 1 1 566 4 4:45PM . :19 0 307 62 0 ·9 0 111 12 0 11 0 -48 15 0 r, 0 20 4 1 6.35 . l 6:00PM . 15 0 249 34 0 12 0 105 10 0 13 0 47 9 0 ~o 0 23 7 0 544 0 5:15PM . 31. 1 398 38 0 3 1 89 16 1 9 0 J6 12 0 15 . 0 24 7 0 . MO l 5:30PM . 39 0 327 67 0 8 0 126 a 0 10 0 69 19 0 16 -0 28 3 0 no 0 5:45PM 24 0 236 5& 0 8 l 94. 20 0 15 0 52 7 0 22 0 26 5 0 ™ 0 6:00PM 13 0 187 -4f, 0 13 0 91 19 D a 0 47 11 3 14 0 27 .4 I 400 4 6:16PM 22 I 1'12 48 0 12 0 93 13 0 7 0 Sl 12 0 15 0 25 6 0 498 0 6:30PM 28 0 141 3'.J 0 7 0 80 8 0 17 0 60 10 0 18 0 20 5 0 1114 0 MOl!. l5min. !!ll I 412 67 0 IJ 2 Hil 20 20 0 69 19 3 22 0 28 9 l 742 4 Pk.Hr. Vcl. 114 l l28l 191 0 32 1 431 -46 l 43 0 200 55 0 ce 0 95 21 l 'J.S79 2 . 4:JOPM J>aol: ln!ersactlon Tiafficin Ac. Hr . • 2579 Peak Ht. Foclor 0.87 5:30 PM . Hcur lf\tersadlon Pds.'rru in Pk. Hr. "' 2 "1J > G> ~ m II) ~ 0 0 ~ "T1 6) ti 0 APPENDIX A El Camino Rll<ll at Tomaracl< Av.:,nu~ Lana ConfiglJ!otlon for lnler.;e,::tlon Copocity l/tllaatlon Page 2 of 3 Pk. Hr, Time Period : 7:00AM to 8:00AM South Appr (NS) Norlh AJJpr ($8) we,t Appl (E8l • Eost APPi' N./8) ~ ~ Right J:!!!...1b!:/.. Aighl ~ ~ r.!9:ht ~ .'.!!::!L Ri9hl laM Inside Oc;,nflq Com t uralio~ 3 ,4 6 6 Out.Ide 7 Ffa9-1low Lane SelllnQ! 2 Capacity . lSCO ACCO Ive jhe North/Sol,lth phoses $pla ii/NJ? he the &lstNl&t phases spl'it (Y/N)? Ert!deni::y Lcrl Fac:tor O. lO Hour!yVolume 28 313 Ad)uo:h,dHoutlyVcl1.Jme ~8 31.3 \Jtlllzafion Factor 0.02 0.00 Crlll(:Q! Faclorl o.oz ICU Roli1:1 -0,S9 'i·..arin9 MO'i'O/llo/'\b di lnto/3oci1on of; Trne : 7:CO AM 10 ---------------a:C01'\M w e s t A p p Dale 7/11/95 Dey Tuesday Nome LM. & D.W. SUb- ~ ~ 275 .459 0 184 1 1 2 0 1 1 1 l 2 0 HlCO 180) 40)) 0 180) 2003 JSCO lac:o 4COJ 0 N N $J 9 1227 25 . 52 36 96 201 222 33 .'lO 9 l2S2 • 0 52 u· ~ 201 265 0 0,02 0.0! 0.31 a.co 0.03 0.02 0,00 0.11 0.06 o.co 0.31 0,05 0.11 LOii• /\ tJ Camino R~ol ond lomorod..lrtenue riw.;J,Jilµi.,1.,Je,i:,fr----;:; ::u11a1ru !ldl.Jf 1659 Tole! 1261 398 Sl.!QtotQ!1 D 15 1227 9 Sub- J + ~ ~ 52 3b 96 A. L __. 33 _,.. t ...,._.222 4.~ y ,r-201 0 North 75 , t t ~ 531 26 313 w Tcmgroclc Avenue • 0 Subtotals 1524 ~71 ~ 1895 E a s t A p I:) • r South .Approach No!Q, LQtl-tr.Jrr, velurnet tndud• U-~. U.11.!rN tn bold. PAGE 21 OF 30 SVNNYCl?EEK '--------URBAN SYSTEMS-------_,,,, 02/88 0089971) 0 » -... Cl) CJ) ~ ~ ~~ V)~ ~~ ~~m ~~ Cl) ~ ~-~ ~ JHK & Assocfotes Turning Movement Count Analysis a1y: Carlsbad lnl81!acllon of: N/SSlreal: 8 Camino Rael File: CB9503.xt.S E/WS1reat: College Boulevard Dalo Conected by T.Z. & C.I. Count Date: Day: Wednesday Traffic Control : Signalized 7/lQ/95 Wealhec: Clear South Ape:oach (NB) North ~rodch (SB) West ~e:oach (EB) Endol 15 mln.prd. Leff U-Trn Thru llighl Pads Leff U-Tm lhru Righi Peels Lafl U-Trn 1hru Right Pads 6:15AM l 0 85 0 0 0 0 98 52 0 11 0 0 0 0 6:30AM 0 I 45 0 0 0 0 187 67 0 8 0 0 2 0 6:45AM 0 0 41 0 0 0 0 249 54 1 21 0 0 1 0 7:00AM 1 3 64 0 0 0 0 400 112 l 7 0 0 2 0 7:15AM 4 4 45 0 0 0 0 272 77 2 8 0 0 I 0 7:30AM l 4 57 0 0 0 0 296 98 2 13 l 0 l 0 7:45AM l 6 75 0 0 0 0 255 63 l 9 0 0 0 a 8:00AM 0 0 77 0 a 0 0 366 139 2 8 a a 4 a 8:15AM 0 2 61 0 0 0 . o·· 262 92 1 8 0 a 2 a 8:30AM 0 3 85 0 a 0 -0 209 54 0 6 0 a a a 8:45AM 2 3 75 0 0 0 0 176 50 I 8 0 a 1 0 9:00AM 2 3 100 0 0 0 0 162 35 0 11 0 a l 0 Max. 15 min. 4 6 100 0 0 0 0 400 139 2 21 l 0 4 0 Pl<. Hr. Vol. 2 12 270 a a 0 0 1179 392 6 38 l 0 7 0 7:15AM Peak lnlarsection Traffic in Pk. Hr. M 1901 Peak Hr. Factor 0.80 8:15AM Hour lnf=ecl!on Pdslms in' Pk. Hr. . 6 3:45PM . 2 387 0 0 0 0 161 23 0 106 0 0 7 0 4:00 PM 2 3 219 0 0 0 0 1<18 30 0 38 0 0 2 0 ' <l:15PM . 8 6 312 0 0 0 0 109 22 l 97 0 0 0 0 <l:30PM . 0 0 :m 0 0 0 0 150 26 0 80 0 0 2 0 4:45PM 1 2 291 0 0 0 0 134 22 1 83 0 0 3· 0 5:00 PM 6 3 257 0 0 0 0 114 22 0 65 0 0 2 0 5:15PM 12 l 325 0 0 0 0 120 21 1 124 0 0 l 0 5:30PM 1 2· 306 0 ·o 0 0 170 14 ·1 105 0 0 0 0 5:45PM 1 1 279 0 0 0 0 116 24 0 75 0 0 2 0 6:00PM l l 230 0 0 0 0 100 31 l 46 0 0 l 0 6:15PM 2 0 203 0 O· 0 0 109 17 0 36 0 0 I 0 6:30PM l 0 135 0 0 0 0 77 14 0 37 0 0 l 0 Max.15mln. 12 6 387 0 a 0 0 170 31 l 124 0 0 7 0 Pk. Hr. Vol. 11 11 1189 0 0 0 0 568 101 l 323 D 0 11 0 3:30PM Peak lnlG1Section Traffic In Pie. Hr. • 221<1 Peak Hr. Factor 0.80 4:30PM Hour Intersection Pdstrru In Pk. Hr. -1 Paga l of3 East Aeeroach (Wll} 15mln Total Leff U-Tm 1hru Right Pads Vehicles Pads 0 0 0 0 0 247 0 0 0 0 0 0 310 0 0 0 0 0 0 366 I 0 0 0 0 0 569 I 0 0 0 0 0 411 2 0 0 0 a a 471 2 0 0 0 a a 409 l > a 0 0 0 0 594 2 7J 0 0 0 0 0 427 1 7J 0 0 a a 0 357 0 m 0 0 0 0 0 315 1 z 0 a 0 0 0 314 a 0 0 0 0 0 a 694 2 >< 0 0 0 0 0 1901 6 > 0 0 0 0 0 669 0 0 0 0 0 0 442 0 0 0 0 0 0 554 I 0 0 0 0 0 529 0 0 0 0 0 0 536 l 0 0 0 0 0 469 0 0 Q. 0 0 0 604 1 0 0 0 0 0 598 I 0 0 0 0 0 498 0 0 0 0 0 0 410 1 0 0 0 0 0 368 0 0 0 0 D 0 265 D 0 0 0 0 0 689 l D D D 0 0 2214 l "U > G) m ~ (,) 0 "11 Ci) 0 APPENDIX A El C.:Zmlno R,;,of al College Bou!ovord Lone Configuration for lnlersecllon Copoctty Ulillzollon Paga 2 013 Pk. Hr. Time PE!flod: 7:15AM lo 8:15AM South Appt (NB) North App, (SB) Wast Appr (EB) East Appt CWB) _J,!!L_ Thru l'llghl ·...!:!!!_ ThnJ Right ...!:!!!_ ~ Rlght ~ ~ !light Lona Contig• urollons lnofde OettJ 1 2 3 A 5 6 Ou!sda 7 Free-flow Lona Settings 2 Copocily 18CO 4CCO Are the North/South phases splff Cf/M? Iva the Eost/Wesl phases spltt C(/N)? Efficiency Lost Factor o. JO Hourly Volume JA 270 Adjusted Hourly Volume 1.4 270 Uttizotton Factor 0.01 0.07 Crttlcol Faclors 0.01 ICU llotlo • 0.41 Turning Movements at ln!e~ectton of: w e s I A p p ilme: 7:15AM lo 8:16AM Dale 7/19/95 Day Wednesday Nome T.Z. & C.I. Sub• Tola!$ lotols 395 441 46 I 0 0 2 0 2 0 1 0 0 0 0 0 AC(JJ 0 3240 0 18CXJ 0 0 0 N N 0 0 1179 :192 39 0 7 0 0 0 0 0 1179 0 39 0 7 0 0 -0 0.00 0.00 0.29 0.00 O.oJ a.co o.co o,oo 0.00 a.co 0.29 O.oJ o.co 0.00 LOS~ A El Camino Real end College Boulevard North Approach El Camino Real •• 392 J 39 J. 0 ~ 7 T ""'] 1879 Tola! 1571 308 Subtotals 0 1179 0 ... ~ t North t t L ~ r 0 0 0 0 Sub• ~ 0 0 Totals 0 14 270 0 College BoulevC1d Sublolols ~ 12 1198 284 1482 South Approach Note : Lett-turn volumes Include 1./-tu,ru. U-turns In bold. PAGE 24 OF 30 E a s A p p SL/NNY .CREEK '0-2.,-ea---------L/RBAN s YSTEMS-------Oi-~-'S~-'8.-~-1)_,, APPENDIX A el Camino Rael of Coltega Boulevard Lone Configuration for lnlerseclicn Copoctty Utllizolion PogeJ of3 Pk. Hr. Tune Perlod: 3:30 PM to 4:30PM South Appr (NB) North Appr (SB) West Appr (EB) Eosl Appr (WB) ~ ...!b!!:!.. Righi Le~ Thru Righi ~..!b!!:!.. Right ~~ Righi Lone Conflg• urotlo!'4 Inside 1 Oett)· 2 3 4 5 6 Outside 7 Free-flow Lone Settings 2 Capacity 180J 400::l ke Iha North/South phases spilt ('( /N)? />.Je the East/Wes! phase, spill rf/N)? Efficiency Lost Foclor 0.10 HourlyVolume 22 ll89 Ad/ustedHourlyVolume ·22 1189 lttfilzollon Feeler 0.0l 0.30 Crlllcol Faclor.s 0.30 ICU Rollo • 0.50 iurning Movements at lnlersecllon of : w e s A p p Trne: 3:30 PM to 4:30PM Dole 7/19/95 Doy Wednesday Nome T.Z..&C.J. Sub· Tolo13 ~ 112 M6 0 334 ·l 0 0 2 0 2 0 1 0 0 0 0 0 ACCO 0 3240 0 1ero 0 0 0 N N 0 0 568 101 323 0 11 0 0 0 0 0 568 0 323 0 11 0 0 0 O.CJJ O.OJ 0.14 o.ro 0.10 o.ro 0.01 0.00 O.CD o.ro a.co 0.10 0.00 a.co LOS= A El Camino Real and· College Boulevc1d Norlh Approach El Camino Real 2181 .!2!£L 669 1512 Sublolols 0 10.1. 568 0 ~J t ~ Sub• totals 323j L 0 0 ->-t ----0 11 ,. T 0 North 0 0 0 ~ E 0 0 A p p ~ t t . r 22 1189 11 Subtotals sro 1211 Tolol 180! South Approach 0 Cottage Boulevard Nole: lefl•I\Jm volumes lndude IJ.turN. lJ-lurns In bold. PAGE 25 OF 30 SLINNYC/?EEK '---------URBAN SYSTEMS-------__, 02/96 0033870 0 ,.., JHK & Associates Tumlng Movement Count Analysis Paga l of3 .... (I) d> City: Cai!sbad lntersecflon of: N/S Sfreet : El Camino Real Fna : CB9504.X:lS E/W Sfreet: farodo\/ Avenuo Data Collected by M.H. & M.H. CountOo\e: Day: Wednesday Traffic Control: Signo~zed 7/19/95 Weather: Clear Sculh Approach !NS) North /lpproach (SB) West Approach (EB) East Apprcoch (WB} 15 ml!\ Toto! End of 16 min.prd. Left U-Trn Thiu Right Poch Left U-Trn lhlU Right Peels Leff U·Trn Thru Right Pe<h left U-Trn 1hru Rlqhf Peds Vehicles Ped~ 6:15AM eo 0 38 10 0 24 3 45 33 0 61 0 2 27 0 b 0 5 1 0 325 0 6:3.0A."'1 99 0 l1 16 0 34 2 81 60 1 19 0 9 11 0 7 0 9 6 0 353 1 6:45Avt 74 0 28 26 0 30 s 84 32 0 30 0 16 39 0 l2 0 8 4 0 391 ,J 7:00AV, 179 0 46 48 0 t03 8 HJ6 92 0 20 0 JS 21 0 10 0 6 12 0 7o9 0 7:15AM MS I 46 25 0 24 3 126 60 0 6 0 11 16 0 14 0 3 7 0 467 0 ~ 7:30AM . 194 I 42 25 0 25 6 121 80 0 15 0 <; 11 0 11 0 6 5 0 6-51 0 7::45 AM 100 l 72 33 0 33 6 156 39 0 9 0 13 17 0 22 0 19 15 0 5a4 0 8;00AM . 207 l 78 49 0 ffl a 165 40 0 21 0 37 15 0 10 0 6 10 0 696 0 ~ 8:15AM . 207 I 85 28 0 39 10 163 S'2 0 H 0 31 18 0 15 0 l2 13 0 6S5 0 ~~ &30AM 148 0 62 34 0 l5 9 118' 19 0 4 0 16 l8 0 4 0 7 8 0 .41J2 0 > 8:45AM 102 4 72 33 0 31 a 110 33 0 l3 0 22 ,33 0 20 0 2J 9 0 6i.3 0 "U 9:00AIJI 66· 0 n 28 0 26 8 93 16 0 12 0 14 9 0 1n 0 16 9 0 382 0 "U ½~ rn Max. l5min. Wl 4 85 49 0 103 1d 186 92 I 51 0 38 39 0 22 0 23 16 0 769 z Pk. Hr. Vol. 758 4 '1.71 135 0 15b 29 695 211 0 S6 0 'X) 61 0 58 0 43 '13 0 25T6 0 C, ~~ 1:15AM Peck lntooecllon Traffic in Pk. Hr. A 2516 Peak Hr. factor 0.82 x 8:15AM Hovt lntarse clloo Pdstms in Pk. 11-. : 0 > t!'i~ rn 3:45PM 29 1 '20o :20 l }3 2 94 7 I M 0 17 152 0 86 0 34 2'3 0 728 2 ~~ 4:00PM 51 1 139 lS 0 19 2 116 16 0 36 0 18 117 6 47 0 12 21 0 613 6 4:15 PM 25 1 175 18 0 19 6 128 6 0 104 0 9 213 0 67 0 •t6 41 D S58 0 ~ 4:30PM 32 0 Ill \0 0 s 4 90 15 0 26 0 15 36 0 44 0 IS 17 0 473 C· 4:46PM . 30 0 167 13 0 14 1 7l i4 0 44 0 15 140 2 41 0 15 27 0 594 2 5:00PM . .'JS 6 145 15 0 28 4 89 14 0 30 0 6 109 3 M 0 38 24 1 6ffl 4 5:15PM . 18 6 153 13 0 30 5 134 12 0 Bl 0 11 220 0 110 0 39 32 :) WA 0 5:30PM • 31 l 236 9 0 9 2 116 3 0 69 0 a 168 0 47 0 22 2G a 741 0 5:45PM 13 1. 115 7 0 9 2 m 5 0 19 0 19 87 0 il!l 0 23 20 0 48:l 0 6:00PM 7 0 159 1) 0 4 2 lll 6 0 15 0 1 78 0 112 0 :.>J 16 0 473 0 6:r5PM 7 I 123 6 0 7 4 IOI 3 0 15 0 3 11 0 ss 0 25 17 0 41B 0 6:30PM 5 0 oO 7 0 8 :2 56 3 0 4 0 5 39 0 12 0 7 10 a 218 0 Mm:. l5mir,. 51 6 253 20 l 30 6 134 16 1 104 0 19 220 6 110 0 46 41 96d 6 Pk. Hr. Vd. 114 13 001 00 0 Sl l2 412 43 0 224 0 40 637 5 262 0 114 103 2906 6 4:30PM Peak !ntersaclion Trofflc in Pl:. Hr. = 2906 P-eal: Hr. factor 0.75 "' 5:30PM .Hour lntersaciion Pdstrns in Pk. Hr. "' 6 > Ci) m ~ I\) Cl) ~ 0 .,, ~ c..:> 0 ~ APPENDIX A PAGE 27 OF 30 El Ccmlno R$dl at FQradoy Avenue Lane Conngurotion tor lntersec1ion Capocity Utiiizotlon f>age2 of.'.J Pk, Hr. Time Period ; 7:15AM to 8:15AM South Api:,r (NB) North Appr (SB) Wed Aper (EB) Ec;i~t Appr (WL\) _l:.filL ~ Right ..1£!!_ ThrtJ R!Qht ~ -Thru Right Left ...Ib!!;!., Right Lane Con~- Inside Oeft) l 2 urotiorll: 3 4 l'l 6 Ol.llside 7 Ftel:rflow Lone Settings 2 3 Capacity 3240 eo::x:i Ne the North/South phoses split N/N)? Ne the Ea$!/West pha~e~ ~plrt (:{JN)'? Efficiency Lost Foctor O. lo Hourly Volume 762 277 Adjusted Hourly Volume 762 412 Utrnzation Factor 0.:24 OJJl Critical Foc;;tor$ 0,24 ICU Rotio = 0.55 Turning Movements at lnt0r:1eotlon ,of: w e $ t A p p 1ime; 7:15AM to 8:15AM Dote: 7/19/95 Day : Wedne,doy Name: M.H. 8l M.H. Sub- ~ totals 1012 1219 0 207 0 1 3 0 2 l l I ~ 0 0 3:240 60Xl 0 32AO 20CO l&O 1800 40::0 0 N N 135 185 595 211 56 90 61 58 43 43 0 185 806 a 56 90 61 SB $¢ 0 0.00 o.~ 0.13 o.co 0.02 0.05 0.03 0.03 0.02 o.co 0.13 0.05 0.03 LOS= A El Ccirnino Reel end Ftlrodcy Avenue North Approoch Sf C1;1mino Roel 1396 Totol 991 • 405 Subtotals ~ 211 595 185 J ... · l. J L 56 c;o _.... t ..,._ 61 --,. ,-- North ... A3 43 144 58 0 381 ~ t t 525 762 277 135 Faradqy Avenue Subtotals 1oto! 4 716 1174 1892 South h,prooch Nob;, : L,;.ft-t1.1rn vo~;m,;,s lndud$> U-turl')II. U-tuma In bold. E Q s t A p p r SONNY CREEK. '0-219-e--------llRBAN SYSTEMS--------__,, 0033870 APPENDIX A PAGE 28 OF 30 El Camino Real ot Fereday Avenue Lorie Configuration for Intersection CopocitY Utilization PagoJ of3 Pk. Hr, lime Period : 4;30PM to 5:30PM Snuth At,pt (NB) No,ih Appr (SB) We?! Appl (EBJ Eost Appr (W8) ~~Right ...l:!f!...._Im!,. Right ~Jb!!L Right J&!. Thru Right Lone Inside 1 Conftg• (left) :z urotions 3 4 5 6 Outside 7 Free-flow Lone Settings 2 3 Copoeity 3240 60Ct.l AIG the North/South phoses $!)lit (Y /N)? ke the Eost/Wast phows ~Pitt (Y/N)? Efficiency Lost Factor 0.10 Hourly Volume 127 801 Adju:it,.,c;lHourlyVolume 127 851 Utilization Factor 0.04 0, 1.4 Crltleol R:iotors 0.14 ICU r.!ot!o = 0.77 ·Turning Movemen~ al !t1ler:;ection of; w e s A p p Tune: 4:30 PM to 5:30PM DQt~ 7 /lQ/9& Day Wodi"l<!>~doy Name M.H. & M.H. Sub- ~ _..!£!9]L 271 1172 0 90i 0 2 a 0 ? l 1 1 2 0 0 3240 60Xl 0 3240 20C.0 1800 lBCO 4000 0 N N eo 93 412 43 224 40 637 262 114 103 0 93 A5.5 0 22A 40 637 262 :m 0 o.ro 0.00 0,08 o.co 0.07 0.02 0.35 0.15 O.C6 o.ro 0,00 0.35 0.15 LOS= C El Ccmlno Reol and FarodoY Avenue North Approooh El CQmlno ~eel 1688 Total 648 1140 Subtotals 1.2 ~ 412 93 J • ~ 224J L 100 NJ __.. t -4- 637, r North \ 14 A7Q 262 0 ~ t 1 ► 171 Tofols o6(J 127 801 50 Faraday Aven1Je SubtntolR ~ 13 l3:2A 078 2302 South Approocn Note ; Len-ruin volumes incftJde U•turns. U-turns in bold. E 0 ~ A p p Sl/NNYCREEK '---------URBAN SYSTEMS----------"' OtJ3.5'6'7£J 02/98 PAGE 1 OF 3 APPENDIX B SANDAG TRIP GENERATION RATES Sl/NNYCl?EEK '0-219-6 --------URBAN SYSTEMS---------,.,,,, (JtJ.5'36'70 APPENDIX B INOT SOI BRIEF GUIDE Of VEHICULAR TRAFFIC GENERATION RATES FOR THE SAN DIEGO REGION MAY 1995 PAGE 2 OF 3 San Diego ASSOCIATION OF GOVERNMENTS Suite 800, First tnlerstala Pla:a 401 a Sttut San Diego, caJHorn!B 92101 (619)595·5300 fa,< (619)595-5305 NOTE: This flating only mp,111,nr, a m.dd,. of 11wiragtt, or anlm•tltd. tr11fflc generatlon •dtfvt,way" rat•s and •om• v•fY gen•nil trip dais fc,r land u•~ (emphasis on acrsage and buildinQ .,quara foot&g11f In the S•n Diegorflgion. TheH rat•• 1ra subject to chano• aa ruturtt documentation becomes avellabh1, or as loi:al 10urc111 ar• updaled. Fo-r mot• spacllic information ragardlng traflie dala and trip n,1.,, plea.se refer 10 the San Ci.go Traffic Ganerotor1 manual. Alwan ebAGk with Jgr;n( htd-:ufietioo:r fflr tbn;Jr prafnu:1!1 or ,nollenbln Cllft!I lAND USE TRIP CATEOORIES ESTIMATED W!EKOAY VEHICLE HIGHEST PEAK HOUR -Ao lplua IN:01.TT ratio) TRIP LENOTH tPmMARY:DtvERTED:PASS-BV]" TRIP GENERJ\TION RATH (DRIV!WAYJ l•tW••n 1:30-9130 A.t,,t. a.no,, .. n 3:30-8::to P.M. CMll••J'- AO.RICUt..TURE (Open Spei:e) (80,18'2) 2/aa••• 10.8 AIRPORT (7B,20,2) 12.15 Comme<c:ial 12/9(:re. 100/fli11h1, 70/1000 sQ. fL .. 6" {6,4) 1 ... (5:6) G,ne,al Avladon e/acr111, 3 fight. 7/basad •lr<:ra~ •• H111Jlparts 100/IM:1'1" 10'll 18:4) 15" 15:S) AUTOMOBILE' CarWash Aulomatic 900/:flta, SOO/acr••• .,. (5,5) 8% (5:S) Self.serve 100/wash ,,air• ... (5,5) . .. 1s,s1 Cla$olln1 [21:51'28] , .• With/Food Mart 1 50/vehicl'e fueling space'• 8% (U) 8% 15:5) With/Food Mart & Car Woah 155/vehlcfa fueQng space·• ... (5,5). "" 15'5) Old Service Sunlon Design 750/ttation, 130/vehicle tueJlng spaca" 7,. {5,5) "'' 15,51 Salas {Dn.lM ft Repair) 80/1000 SQ. /1, 300/•ctl, 60/SotYh:8' •tin".., ... p,3) . .. l4cB) Au10 Repair Center 20/1000 1q. u., 400/aere, 20/lervlc, stan' .,. (7,3) rn, ,.,., cEMmRY 5/acro• CHURCH lor Synagog:ueJ [84:26:11) 8/1000 aq, It., 30/acre" lquadrupt111 rates 4" 18'2) ... [5,&) 5.1 fer Sunday, or dav• of a.Membly) COMMJERClAL/1lETAIL' Sui:,et Reoional Shopping C1n1er 40/1000 sq. fL,i:: 400/ac:•• .,, (7'3} ... 15:S) \More than 60 ac:ru. more, \Mn eoo.ooo Jq. It.. w/ua-uan1 3+ mefor SloreJ) Regional Sha~plng Centet (64:35:111 60/1000 sq. ft.,e 600/acr,• 2% (7:3) 9" (5,5) 6.2 (30-60 acr•'-300,000•800,000 aq. ft. w/usuelly 1+ rnaJor st.ores) Community Shopping Cet\ter I t0-30 acres. 100,000-300,000 sq. ft.. [47'31'221 70/1000 sq. ft.. iOO/acre• •• 3ll (6:4) 10" (6,6} 3.0 w/usoaUy 1 major 1t0te •nd deta<:hed res'8Ul'antt Na~hborhood Shopping Cen1er fl.ass lh■n 1 D 1cras. fen ttuin 120/1000sq. fl .. 12.00/acre' •• 4ll IN) rn, (5:5) 100,000 sq, fl .. w/u,1.1ally orocery store & drug atorel Ccmmarclal Shopt [45:4<>.UJ Spoeialty Aetaii/Strip Commerc:ial 40/1-000 iq. tt.. 40-0/ac~• ,,, (6:4) 9" (5:5) 4.3 Supermarket 150/fOOO 1q. ft..2000/acre • •• ... (7,3) 10SI (6,5) Cor,',W!h!nell Markel '15--16 hour•) !00/1000.54-ft,." ... (S,OJ .,. {5,5) ,24·hour.sJ 700/1000 SQ. tt.•• 9'11 JS,&) '" l6:5J Olseount Club 80/1000 aq. It.. 800/aci••• 1'11 1s,21 .,. (MJ ..... 70/1000 Jq. h.. 600/,c,•"· ,,, (6,4) 10'll (0,5) 'fwm'lur• Stora 6/1-000 tq, fl.. 100/w-•·· ... 1n1 . .. i,;,51 Lumbar Store 30/1000 ,q. fl .. , 50/acre•• 7% 10,41 ... i,;,s, 1-f.ardwar•/Paint Store eo,,ooo aq. tt., 800/acre•• "' (Ml "" 1s,s1 Gardin Nurs.arv 40/1000 sq. It ... 80/acn .. 3" 10,4) "'" 15'51 EDUCATION UnWerahY (4 ye:anr) [91:S:OJ 2.6/studenL 1 00 acr•• 10SI !9:1) ... 13:7) S.9 Junior Col\aga (2. yur.a) {92:7,1} I.S/1tudent. BO/aae' 12" (9:1) ... 13:7} 9.0 1-t!g:h Schoof (76:19'6] 1.4/siudant 11/1000 sq, rt .. 60/acre' •• 20'll, (8,2) 14" (3:7) 4.S Middla/Junlor tflgh [83,25,12) 1,0/11ud1nt. 40/1cn1-:.,i (7:31 7,; 1a,71 6.0 Ela1M11ra,y [67'20cJOJ 1,4/studal)(. 14/1000.sq, It. 60/al':NI" .... /Ml 6" /3:7) 3.4 Oay.C,re [2S:6S:14} &/child, 80/tOOD sq, tt.•• "'" (6:5) 18% 1&,&) 3.7 ANANCIAL1 (35:42:23] 3.4 8e!W. (Wolk·ln Only) 150/10001q. ft,, 1000/ai;ra• .. ... 17:3) S% (4:0) Wl1h Oirt•Tiuough 200/1000 sq. ft .. 1500/acre' "" (6,4) 10!1, 1s,s1 Orlv.-Through Only 250 (1:25 on..wevVlene' 3!(, (S,S) 13ll 1s,s1 Savings & Loan 90/1000 tq. ft .. 800/acra .. '" ... o,w.-Through Only loo fl5iO OM-W11)')/lano0• .,. , ... HOSPITAL {73,25'21 0,3 COM<ol 20/bed. 20/TOOO 1q. ft .. 300/ecr•• ... (7,3) '°" (3c7) Convalescent/Nunfno 3,'bed'" "' 16:41 "' (4,0J INDUS"T'RIAL lridusuial/BU1\011HP■rk(r;omtna~inc!l.ldadl-[79:19:2.1 16/1000 sq, ft.. 200/acni• 12 .. (8:2) 12% 12,e1 SQ lnduatrlal Put [no eammmilalj 8/1000 sq. ft., 90/tcr•• 11" 19:1) 12" (2,6) 1ndu1trf.W Plant '1ffuMpl• f.hllts) [B2c5c3) 10/1000 tQ. ft.. 120/acre~ , ... (S:2) w, {3:71 11.7 Menuf1c11.irlng/Auembfy ◄/100<1 1Jq. ft. &OJ~•• '"" IP:!/ .. ,,. f2:BJ Wa,-_hQ!Jslng 8/10001q.fL, 150/aer•h ,.,. \7:3) , ... 14'8) StOf's;e 2/1000 Jq, ft., 0.2/vault 30/aere• 6" {5:6) ... (6,6) Sd,enel RNeardl & Development 8/10001q. It.. BO/acre• 16" (B:1) ,.,. 11,9) (OVllt) MEMBER AGeNCIES: Cllfu o, CAtlsbad, Chula Vl:sla. Coronado, Oaf ~. a Cajon, Ertclnllat. e,eondJdo, lmper!al Peftch, La u,aa. Ltwnon Grov1, Nations! City. Oc~ Poway, San~ San Marcos, Sanlee, Solana Beach. V'IJ:la ana County of San O\ago. At>WSOAYJUAJSON MEM6EAS: CatitomfA Oepartm11nt of Transpo,ta11on. IJ.S. Oepartm,nl ol Dafaf'JSe, S.O. Unltled Port Ollu\cl and TIJUll:nai'1311ja Camom11. SUNNY CREEK , 0 - 218 - 6 --------l/RBAN S YSTEMS-------0i-t1_'3._'38._'.lJ_V_. TRIP CATEGORIES .[PffJMARY:DIVSITED:PAS.s-aY,r L1BRARY {44,44:12] LODGING {6B:'38:4] Ho1al(,,,/conv¥1Uon1-tl"'llin/rnt11urantJ Molal R11r1ort Hotal Mtt.n"ARY (B2:16:2J OFFICE Standard CorntntitC!bJ Offk• tn:18:4] (Ian then I 00,000 sq. 11.J Larg., lHigb~H) Comm.a,cial Olli<=• {B2:16:3J (more than 100,000 sq. ft .. 6+ no:ie•J C:!rp0(11l11 Oflica (sln;I• t11nan1J G<>vemm•M {Civic: C11rtterj [SQ:34:161 POJ:tOlfica eanua,twaGr.-tn Ont-, Communily (not lficludlng m•il drop iaMI Community (w/1n•lt wap i.n11I Moll Crop l111n• onlv D■partlMl'II of Motor Vahlcla.t Mod/cal £60:30:101 PA!tKS [68:28:6) Cltyldeyeloped) R$gional {daveloped) Nei,gt'iborhood/Aeqiarnd {undevelopad) Arttuurnunt (Tham el San OtsgoZoo Sea World RECl\EATIOJI Be11ch. Ocaari or Pay [6%:39:9) Seo,ch, lake (1tt1"'1 water\ Bowling Center c,,,,pg,i,und Golf Course Mltln11s Aacciuetballft{aallh Club Tenni, court• Spera FzicllirlH Outdoor Stt1dlum lrrdao<Ar4tia Racetrack Thuters (multlpfex) !66:17:17] RE.SlDENTlAL (86:11:3! Estala, Urban or Rund (,verag• 1·2 DV/ac:,,) Slr,gla Family Oetadied tavmao• 3.e, OU/-ta&) Condominium {or a.sr nu11ti-lsm~ty l088 th11n 20 DLl/•c:r•> Apartments (or •nY muUHamllv rJnll• more than 2D Dµ/acre) MobileHome ''"""' Adul11 Only Retr,omant Cnmmurdty Congregate ca,11 Foci/1~ RESTAURANT' (51,37,121 Ouafrtv SJ\-down, high 11Jt'10ver Fau food (w/drive-lhrough) 0-.\waleuorl !1am-4pn,\ TRAfilSPORTA.TIOH BuiOef)Ot Truc:Jc T8'mlnal Wau,rporr Trensil S1atlon IR•III Park & Aide Lott • P,iawiy fOU,C~ S4tt Olttgo r,.rrit: O«i,nfDf'I, APPENDIX B !.sTIMATEDWfitc;DAYVEHICLE TltlP GENERATION RATil (ORIVEWAYJ 60/ 1000 sc:i. ft. 400/acra•• 10/room. 300/aC1'11 9/locm, '100/M:n• 8/rcorn, 100/acr•• 2.!i mHilary & civilian personnm• 20/1000 sq. h.,0 400/acra• 11/1000 .sq, ft. 0 800/a0111• 10/1000 sq. rt. 150/acre• 30/1 ooo sq. rt·· 90/1000 sq.ft:· 200/1000 ,q. rr., 1300/acra· 300/ 100<3 ,.q. h., 2000/aCC"c' 1500 {760 on.,,.,.yJ/lane' ,ac/1000 sq. It .. 900/acre" 50/1000 1q, ft.. 600/acre' SO/acre• 2.0/acr•• IS/acre• 80/acn,, 130/ac,11 fsummer ordyr 115/acra• 60/aae' 600/1000 ft. shoreline. 80/ac,e" ~/ 1000 ft. &h.ore.llrut. 5/acr■' 30/lane, 300/acrti"' 4/camp$ll9 ... 8/acre. 40/tlofe, 800/couru•· 4/berth, 20/ir,ci■' •• 40/1000 sq. ft., 300/acre, 40/court' 18/acre, !JO/court'' 60/acre. 0.2/seat• 30/ecre. C.1/sear 40/ecre. 0.6 :,eat• 80/1000 tq. ft.. 1.8/leat• 12/d\.vellin<;1uni1"' fO/dwafling unit'• 8/dweHing unit'• S/dweJling unit"" 5/dwelling unil, 40/bcre" 3/d!H1!lllng untt. 20/~•·• 4/dwelllng unit" 2/cfwefllng unw• 100/1000 sq. ft.. 3/aeat, 5007acr•• .. '2.50/1000 tq. ft.. 7/Het.. t2.00/acrt' 0 700/1000 sq. ff.,22/Seal, 3000/•cre' 0 150/tOOO Ul, tt-. 11/Mat' 2s110001q.n.·· 10/1000 sq.11 .. 7/bbv. 80/ac1•·· 170/berth. 12/ac::r.'" 300/acn" 400/aaa (GOO/pciv•d •ere)' HIGHEST PEAK HOUR .. (plua IN;OUT ruloJ ·•~an 3:30--.. ..J:O A.M. Bdvv••n 3:3(>-fJ;30 P.M- :z,o (8:2) 10'4 (5:5) 5 .. (6,4) "" (6:41 s,. (4:6) 9 .. (6:4t 6" ("'41 7'4 (4:61 9'1, (.9:1} ,o .. (2:8) , ... \ll:11 "" \2'9) '"" \9:1) , ... 12'9) 15'1, (ll:1) m, tt:9) ... (9:1) ,2 .. (3'7) "' 7'4 .,. (8:4) .,. (6:o) 7,0 t5,5) 10ll (5:51 "' (!:61 "" (5:51 ... \6:4) ,,,, (4:6) ... t8:2J '°" (3:7) ... 8'1 .,. (6:4} , .. (7:3) "" (4:6) <,; ... ... (8'21 .,. (3:71 .,, (3:71 7 .. \S:4) ... (6:4) 9% (6:4) "" "" \5:5) ,,,., "" (7:3) s" 12,n 10".I (7:3) "' /3:71 !OIi 17:3) 8% [2:8) '"" (7:3) ... (3:l) ... 17:31 ... (3',7) "'" \"'4) ... 13:71 ""' (6:4) 31' (6,4) "" (8:51 , .. te:4) ... (7:3l 8~ (0:5) "' [6:41 ... (6:4) . .. (6:5) "" (8:4) 3% 13:7) 9" (4'61 "" (6:5) ,.,. (7,3) '"' 13'.7I 14'!1, (7:3) 15~ (3:7) ., Ollm ,aureas: /TE Trip a-r.1k1it R,po,t. Trip o.n .. ,.r!Oll Flit, .. fothttt -~·· and ~ti,M.f). ,..rlcJu, S,A)JDAD & tl\l.TAAH$ .iud\ff, Jl))D'l'D U<d nlim.fu. PAGE 3 OF 3 TRIP LENGTH (MU••l'- 3.S 7,6 11,2 ... 10.0 6.0 8,4 5.4 8.3 4,7 ' '?11\l osu;ory petCllftt■Qa 11!101 .... daly lrom 1ocai houuhold ~•Tt. oltsn canno, b, ,pptl.-d le, -y 1peclflo la,1d Ulf .. •nd do not hid~• non-«,alderit drh'tlrt (dnlr SAl'{t,jli,G An•IJ,,/11 of r,1p 0tv.nJo.,,, ,.YI Nd Noftfl1bltf. 19901: _ PfflMARY • on• lrfp c:lhctt,, !tltw••n 4:1rfgln and primary ct.,1Jn,,1k,n, OIYEATE.O • llnt.td trip 1n.,,;na ""-or fflOft uopa liong th• WIY to • p,i ... .,., d-lltiNIIMN'l) wtin• inau-oomp1190 \0 dtfkt dlttlrtd 2 1 mil-. PASS•BV • undl,,,wted or d!Wrlltd ,c 1 mlla, \ Trip t.r,otfu .,. .,,.,-oa witlghttd for .ii trio, m .and rro"' gomeral )and uH &111. 1.-n tric,• ~r.m.wid, avlf'a,P 1..-.;th • S.I riu) : ~:: ::: ::::: ~ = :~;:: t:.~IJ: ::: } T .. ,i,;.t UI~ s • 1.000 J4 ~ • Fltr•d !:UNI ,.qu.~ f • ·2., 89 tnlf!} +-12,.9& ) • l.l~, d -hnJi)y IDIJ/Kt.1>, DO • IWo'•Uin-; IIS)U ' Supg"t,d PASs-&Y lundhlvt•d c, ~ <1 mil a} parunttg•i for trip r1t1 ntducdo,u onty dllnng P.M. p.ali: p.rlod {based 011 cosnbln•lloll of local datNravfiw., a,td OUIM sourcn"1: C0MMl;RC\,\L/11ETAII. Rl9ionat Shopplrlc, Can~ Z,,., l =~= • = ~ Sp,ec:,.!11 R-,ri;Strip Commerda:I I~.,, ,os I, 5upetn>alUI 40'\ • cam,--,J•~ Mat.11,1 '°" t DiKould Ctub/Ster• 30'4 FIN.t.NCIAl. llflk 1'!"4 AUTOMOBILE ~Sl•\io'n 10"4 R!STAUMNf QulAty 1~ $oh-down hi;b i..i,rn,w, %0'& fattfood "O" SUNNY CREEK '---------URBAN SYSTEMS----------' 02/96 tJ03387iJ PAGE 1 OF 19 APPENDIX C PROJECT PLUS EXISTING CONDITIONS INTERSECTION LEVEL OF SERVICE WORKSHEETS Sl/NNYCREEK '0-2,e-e -------URBAN SYSTEMS--------""' 0083871) APPENDIX C ff,(l ~ "T\/J' + () ll"\ Ct., 1-5 Southbound at Pclomcr Airport ~ood Lone Conflgurallon lor lnler,ectlon Ccpocity U!lllzotton Poge 2 of3 Pk. Ht. Tlme P erfod : 7:15AM to 8:15AM South Appr (NB) North Appr (SB) West Appr (EB) , EO<! Appr (WB) -1:!!._ ~ Right J:!!!.._ lhru .B!slb!,~ ~..@Eb!.~ lhru Right Lone Conflg· urallon, Inside 1 Gell) 2 3 4 5 6 OJ!slde 7 Free-flow Lone Satllng,i O o Capacity a a Are the North/South phases opllt rf/N)? Ate the Eos!/W 8$1 phose.s ,plll r, /N)? Eltldency lost Fodor 0.10 Hourly Volume O O Ad)usted Hourly Volume O O Utlllzoflon f<lc!Of o.m o.c:o Crfflcal Factors O.C:O .4'\ ICU Rollo • 0.45 Turning Movements al lnler58cllan of: w 8. s t A p p Tme; 7:15 AM to 8:15AM Oate 7/18/95 Day Tuesday Nome M.H. &CJ. Sub- ~ to!gls SW 1446 Q 616 0 2 o. 1 a 32t£l 0 laaJ N N Jc'tO 0 721 0 194 0 721 0 194 o.c:o 0.22 O.QJ 0.11 o.ro 0.22 .1,; LOS• A A 1-5 Soulhbaund North Approach 91& 194 0 ~ ... 0 _j. 358 ~ .f-\0 t 258--"t Norltl ~ t 0 0 . .0 Subtotob 258 0 Total 258 South Approach 1 0 3 0 0 2 0 0 60'.XJ 0 0 «Xll 0 ,t,,a """'' 0 358 258 0 636 524 0 616 0 0 636 0 o.ro 0.10 o.co 0.(XJ 0.16 0.0:, o.c:o 0.16 ~-'· and Pa!cmar Allport Rood 1-5 Southbound 1439 Imel 52~ ~ 1~1 +lo Sub-~ ~ iotol, L 524 .... 636+'1\ lleO 'f 0 t 0 0 2239 1079 Paloma, Airport Rood Note : lert•fuin volumes Include U-tums. U-tuma In bc!d. PAGE 2 OF 19 E a A p p •t SUNNY CREEK '0-2,-ee--------l/RBAN SYS TEMS-------0,-'(J,-~-',5'8,_7..i_'lJ __ APPENDIX C Gx,4;:,-1t"'" pu.s Pfl.vlEr..; Posoo Doi Nori• cl Palomar Airport l!ood Lane Configua!lon fcx ln!e13acflcn Copoclty IJ!illza!lon Page 3 of3 Pk. !ii. Time Paned : 4:45PM to 5:45PM Scu!h Acpr {NB) North App {SB) Weol Appr (EB) Easl /,ppr r,NB) ~ Jb!!:L.B!llbi Lett lhru flight J:!!!..~.B!fib.!.~ Thru .E!gb!_ Lane Inside l Conffg-Oefl) 2 urattons 3 " 5 6 Outsda 7 Flea-now Lene Setflngs 2 2 Capacity 32«:i 4CCll 0 0 .] 1 2 3240 2 4CO) 0 2 3 0 2 3 0 0 324:l 600:l 0 3240 .oex:o 0 Ara Iha Ncrih/South phases~ rm-O? Ive lhe East/Wes! pha,es $plt C(JN)? N N ~~ --t\S8 Eflidency Lost Factor 0.10 <?,.\'lO HOCJ1h/ Volume :m 4J Adjuoted Hourly Volume 272 155 115 157 72 93 1\9 946 2,U, 289 2047 lC16 0 157 165 0 119 1192 0 289 2153 0 \Jf!llzat!on Factor Q.08 0.04 a.co O.lli 0.04 o.c:o • o.04 0.20 o.ro O.C9 0.36 O;CXJ Clillcal faders 0.08 0.04 0.04 fl» ICURa!lo • !ff: ,3,i LOS~ B ,~'\ •. t,5 ~ Turning Movements at lnler,aclfon of: P<lseaD<IINorl• and Palomar Airport Road w e A p p lime : 4:45 PM la 5:45PM Dale: 7/18/95 Day 1 Tuesday Nome: TL & D.W. North Approach f'QSOO Del Norte al2 Tokll 322 2SJ ~ 0 ... 93 72 157 :J • ~ Sub· totals 3738 2427 .t. .t. ei IS 119 ~ 'e.--10$ ,t\S lJll \'(:25 .S\46->-t ~J00'2.1~ 2442 .,\-\8\ 246 -;i. ~ 289 21 T North T ~ t t ~ 3687 272 40 115 l'alomar Airport Rood 0 SUblotals 500 4'0 To!af 1007 South Approach Note : Leff-tun volumes Include U-tvrru. U-turns rn bdd. • E a I t A p p r PAGE 7 OF 19 Sl/NNYCREEK "--------URBAN SYSTEMS---------" 02/86 0033870 APPENDIX C E:l\S.1HJI. + {}~~ E:c.\ El Camino R&al at Faloma1 Airport Road lane Canffgurallon for lntersectton Capacity l/lttlzotton Poge3 of3 Pl<. Hr. Time Period: 4:30 PM to 6::JOPM South Apo, (NB) Norlh Anpr (SB) West Appr (EB) Eost Appr (WB) __!!!L Thru_ Right left ihru Righi left 1mJ _E[gb!_ Left ~ Right Lane nslde 1 Conffg • -Oefl) 2 urollons 3 ,4 5 6 outsde 7 Free-now lone Settings 3 Copaclty lBCXJ YXJJ 1 1 _l 1 2 3 1 2 3 1 aaJ 324:J 6CXXJ l &ll 3240 u:XJJ N N 0 2 3 1 0 32«1 ~ 180:J he /he North/South ph0Se1 ,pltt rt/NJ? Are the Eos!/Wesl ph=is ,pit C(fl--0? Efffdency Lost Fader 0.10 .\ 1\ "f'c;o 59B 670 299 670 o.n 0.21 0.17 0.21 .iri.'J. .\-').l\ ~l,'c- ,48) 108 3C'6 400 108 3C'6 o.os o.0o o.~ ,rlo Hourly Volume 61 463 1171 78 379 619 303 AdjusledHou1lyVolume 61 463 1249 0 379 619 151.5 Ull!lzot!on Factor 0.03 O.OS 0.21 0.00 0.12 0.10 0.08 Ctillcal Factor, 0.21 0.12 • 'l,. "l- ICU Rollo • p,wf LOS• D ·.~1-'P Tumlng Movements al ln!Medlon cf: e Camino R.al and Palomar Airport RC<ld w e s t A p p Tune : 4:30 PM to -5:30PM Data 1120195 Doy lhu,:,day Nome T.M. & C.I. Sub· ~ ~ 788 :2343 1555 0 North Approach a Camino R.al 2331 1258 1073 ., .. :i.Ao .,.1.1-. 1 +\;o • ,-100 400 670 .J t ~ ·t'l.i J. .l. c.J.l.) 30\ _!!f" ~303-..,.. 1111---.. t ~ 619 78 ~ .-379 T North 'T ~ t t 61 463 698 D -1-71 Subtolo!s Total_ 936 1122 2058 Total Subfotols Sub- ~-~ 1301 J7«l 2439 Palomar AJrport Rood . South Approach Note : lelt•tum Yoh.mes Include U-lurns. lJ-tum, In bold, PAGE 11 OF 19 E a s t A p p r SL/NNYCREEK '---------URBAN SYSTEMS--------,,,,, 02/96 0088870 PAGE 1 OF 4 APPENDIX D PROJECT DRIVEWAY / COLLEGE BOULEVARD BUILDOUT EVALUATION SUNNY CREEK '0-2,a-e -------URBAN SYSTEMS----------"' 008887/J APPENDIX D PAGE 4 OF 4 Traffic Manual TRAFFIC SIGNALS AND LIGHTING 9-9 --------------------------------------1-1002 Figure 9-4 TRAFFIC SIGNAL WARRANTS Buildout ADT -College Boulevard / Sunny Creek Center Driveway <Based on Estimated Average Daily Traffic -See Note> URBAN RURAL 40+MPH Minimum Requirements ---------EADT 1. Minimum Vehicular X Vehicles per day on Vehicles per day on Satisfied Not Satisfied maior sireet (total of higher-volume mlnor bofh approaches) street op proach ( one dlrectlon only) Number of lanes for moving traffic on each College Blvd. Drivewo.y approach Urban Rurcil Urban Rural Mcfor Street Minor Street 8,000 5,600 2,400 1,680 , ____________________ 1 _______________________ 9,600 6,720 2,400 1,680 2 or more_ 1 --------------------9,600 1s.no1 12,2401 ®or more -----®or more __________ 3,200 8,000 5,600 3,200 2,240 1 ___ 2 or more ____________ 19,500 ADT 5,500 ADT 2, lnteruplion of Continuous Traffic Vehlcles per day on Vehicles per day on major :,free! (total of higher-volume minor X bofh approaches) street approach ( one Satisfied Not Satisfied direction only) Number of lanes for moving traffic on each approach Urban ' . Rural Urban Rural Major Street Minor Street 12,000 8,-400 1,200 850 1 1 _____ 1-4,400 10,080 1,200 850 2 or more ___ 1 ----------1-4,400. j10,osoj 1,600 [Lg§] @or more __ @or more 12,000 8,400 1,600 1,120 , ___ -----------2 or more __ 19,500 ADT 5,500 ADT 3. Combination Satisfied Not Satisfied 2 Worranb 2 Warrants No one warrant satisfied, but following warrants fulfilled 80% or more 1 2 St/NNYCREEK '0-219-5 --------URBAN SYSTEMS----------"' G171A SYO-AD4 0(793870