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HomeMy WebLinkAboutCT 96-02; Terraces at Sunny Creek; Tentative Map (CT) (9)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 EXISTING CONDITIONS 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 LIST OF FIGURES 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 PROJECT LOCATION MAP 2 EXISTING AVERAGE DAILYTRAFFIC (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 REAL/COLLEGE BOULEVARD 17 BUILDOUT PEAK HOUR INTERSECTION LEVEL OF SERVICE EL CAMINO REAL/COLLEGE BOULEVARD 29 BUILDOUT PEAK HOUR INTERSECTION LEVEL OF SERVICE EL CAMINO REAL/COLLEGE BOULEVARD WITH ADJUSTMENTS FOR SUNNY CREEK 30 BUILDOUT PEAK HOUR INTERSECTION LEVEL OF SERVICE EL CAMINO REAL/COLLEGE BOULEVARD WITH ADJUSTMENTS - ASSUME NB RIGHT TURN LANE 32 RECOMMENDED LANE CONFIGURATIONS 33 PREVIOUS LETTER REGARDING RIGHT-OF-WAY 34-35 LIST OF TABLES TABLE 1 EXISTING AVERAGE DAILY TRAFFIC (ADT) VOLUMES 6 TABLE 2 EXISTING INTERSECTION LEVELS OF SERVICE 7 TABLE 3 TRIP GENERATION COMPARISON 11 TABLE 4 PROJECT ONLY TRIPS 12 TABLE 5 PROJECT PLUS EXISTING AVERAGE DAILY TRAFFIC (ADT) VOLUMES 19 TABLE 6 PROJECT PLUS EXISTING INTERSECTION LEVELS OF SERVICE 20 TABLE 7 LFMP 89-15 CIRCULATION REQUIREMENTS 21-24 LIST OF APPENDICES APPENDIX A 1995 EXISTING CONDITIONS, INTERSECTION LEVEL OF SERVICE WORKSHEETS 40-69 APPENDIX B SANDAG TRIP GENERATION RATES 70-72 APPENDIX C PROJECT PLUS EXISTING, INTERSECTION LEVEL OF SERVICE WORKSHEETS 73-91 APPENDIX D PROJECT DRIVEWAY/COLLEGE BOULEVARD, BUILDOUT EVALUATION 92-95 in Transportation Analysis for SUNNY CREEK T.M. 83-36 AMENDED INTRODUCTION A pproved Tentative Map 83-36 for Sycamore Creek I in Carlsbad includes land uses that XI 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 "D" or better) within the 003387D 1 SYCAMORERPT/18E LEGEND . FMZ 15 BOUNDARY FUTURE ROADS •t i • i mi - CITY OF CARLSBAD CITY LIMITS 02/86 Q171A SYC-7 FIGURE 1 PROJECT LOCATION MAP SUNNY CREEK -UftBAM SYSTEMS 0O3387D Sunny Creek Urban Systems Associates, Inc. February 22, 1996 circulation performance standard level of service "D" 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: 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. 003387D 3 SYCAMORE.RPT/18E Sunny Creek Urban Systems Associates, Inc. February 22, 1996 EXISTING CONDITIONS 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 city's 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 City's 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 "D" during peak hours. Therefore, no street improvements are needed before project traffic is added to these locations. 0033870 4 SYCAMORE.RPT/18E 30.0 155 LEGEND XX • SANDAQ 1994 TRAFFIC FLOW MAP XX ' CITY OF CARLSBAD ._...—. . FMZ 15 BOUNDARY — — — — • FUTURE ROADS •ii •• i • - CITY OF CARLSBAD CITY LIMITS FIGURE 2 EXISTING AVERAGE DAILY TRAFFIC (ADT) (VOLUMES SHOWN IN THOUSANDS) 02/96 G171A SYC-1 Cff££K >V/?BAN SYSTEMS* 5 OO3337D TABLE 1 EXISTING AVERAGE DAILY TRAFFIC (ADT) VOLUMES SEGMENT - - , PALOMAR AIRPORT ROAD I-5 - Paseo Del Norte Paseo Del Norte - College Boulevard College Boulevard - Camino Vida Roble Camino Vida Roble - El Camino Real EL CAMINO REAL Carlsbad Village Drive - Chestnut Avenue Chestnut Avenue - Tamarack Avenue Tamarack Avenue - College Boulevard College Boulevard - Faraday Avenue Faraday Avenue - Palomar Airport Road Palomar Airport Road - Camino Vida Roble COLLEGE BOULEVARD El Camino Real - Faraday Avenue Faraday Avenue - Palomar Airport Road " . '- .,'*'.* CURRENT ADT ' 43,500 (1) 38,000 (1) 30,000 (1) 20,000 (2) 24,000 (2) 22,000 (2) 24,000 (2) 20,000 (2) 24,000 (2) 24,000 (2) 4,000 (2) 8,000 (2) f / f j DESIGN ADT , 50,000 50,000 50,000 40,000 50,000 40,000 40,000 40,000 40,000 40,000 20,000 20,000 ** •• f CLASSIFICATION ' ' s' 6PA 6PA 6PA 4PA 6PA 4PA 4PA 4PA 4PA SPA 6SA 6SA ,"\ ,--;--r >;;••;- COMMENT "' ' , OK OK OK OK OK OK OK OK OK OK OK OK > *' '/ - (1) City of Carlsbad, 1994/1995 (2) SANDAG traffic flow map, 1994 Sycamore.wb! Tab C 02/98 QP2 CffEEK SYSTEMS* 6 O033S7D TABLE 2 EXISTING INTERSECTION LEVELS OF SERVICE INTERSECTION AM PEAK HOUR ICU LOS PM PEAK HOUR ICU LOS ' , , , ' ,';,'',', % , . „ - ' „ 1-5 / Palomar Airport Road SB Ramps 1-5 / Palomar Airport Road NB Ramps Palomar Airport Road / Paseo Del Norte Palomar Airport Road / College Boulevard Palomar Airport Road / El Camino Real El Camino Real / Carlsbad Village Drive El Camino Real / Tamarack Avenue El Camino Real / College Boulevard El Camino Real / Faraday Avenue College Boulevard / Faraday Avenue (1) 0.48 0.67 0.60 0.51 0.63 0.48 0.59 0.41 0.55 0.56 A B A A B A A A A A 0.40 0.81 0.64 0.65 0.81 0.47 0.58 0.50 0.77 0.46 A D B B D A A A C A :„;--- ^j '$?•.,;;'&. '-<<';?' i '••", ,;*"£'•> &1,;"; :-'-<*'- ^,,vv/$& ^; t^^H^v ; Source: City of Carlsbad /1995 JHK & Associates Traffic Monitoring Report (Except as Noted) Notes: (1) City Count PM Peak, AM Peak Estimated Sycamore.wbl Tab D 02/96 OP2 SUNNY CREEK >Uf?BANSYSTEMS'- OO3387D Sunny Creek February 22, 1996 Urban Systems Associates, Inc. SYCAMORE CREEK I AMENDED 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. fable 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 SANDAG's trip generation tables (see Appendix B). 003387D SYCAMORERPT/18E >*• A-•• -M^WLl/ CD COI CO 00 F- Q LU co> ujO DC X O O.C 0-< LLJ CC. DC O 1 1 Ifcj .1 oo<o 3 u ,o> e 9. 10 o CO cc< .CL 22 ^ 0 S O Q w -^ wUJ ^- 5 ^ 0 < I — o1- [T UJ< 05 m CL z §<*— y-mo. O Q. ccH o: o Q.:> 0_ Di O $LUD. < 1- o z ^K I*Z CO * # H O Z t?H Q?7 0-Z CO * # £< UJ5(£ Q. £AMOUNTUJto g 5 m to1- CMCO T- m co in N. CM O(M_ CO T- o o t-- in T T- ^— T" rxi ^c^ N •* CO <D CN co -q-<o -<rCO T- CO CO 8 §N §cs - T- IL -, 88o or^ 1- U- -1°9 nv^ LJ o M*- "5To>c Commercial (No ChaResidentiali<; 8 ••••5- •H': & % " CM "s: ' O^;$ ,••-• •• •• •• 10 "5C35 ^ ? H sr Q J UJS Qof Zs jyTO 5 ** ^C < •° Q2 UJ £ CO5 0D) Q_ .9- O*3 DCCD a.1 to 0) EL_ 10 y_ IIos + N; Xo10 Cumulative ADT = (12,2a: o :*:sa. ^Q. a O ^<LUa. < 11 O z ^H|B!2 CO * # § z ^HQ-J ^ D-S CO * # 1 LJJ 5a:a.a: | o 1 UJCO 2 S o co K. tn «*£ g in CM ^ co T- J2 g 2 co 10 co CM5 g ^ 10 T- 10 CN m co co n n •*»• •^- IO CN Is- Is- N- CD CD in m „ EH S S CD CN CO COCN o_ Jo r^. CM co ro T- T- ° « co o o a 0 g g CO ^ ? ^ CO cor; j- co CM _,. T- o^ O_ T- T- ~ CO T- TT T- ^f CO 00 CD -sj- CD O) CD CN CN T CD CO 92 CN T- i- 00 CO CO<0 T-_ CM CD -r- I-- T- CO ^! T- 00 CO 00 Tf in 2 g o o co oCM g ° CO CM N- 0 c£ S" CM" "• N ™ •* u. u_ a. _ _ _ u. CO CO CO 3 13 5 COJ£ ^ ^ Q Q 6£ ^ O O O O O 00 OK CN O T- T- Tf T- U. U. U- -, -, W u.CO CO CO ^ p? S CO i § § co CN a i g" i s " N " ? "aT1 ~*(0 ^13JC 2 .Q _ O c K J2 ••§ I 8 i ^ c 5±T 8= « r "re J= -2 .2 O w fe ^ ig Sill1 5?1 1 J ^ 'T- : o''%••<N" ; tj-$,. .:• *v : £ce*** •tD :r ••••'' o Q. z H < z 1 III TT o) in T— 8»I T- T— §<o S"^ COS. CD •*" •*" o" »• CM ^Proposed Amended TM 1Currently Approved TMChange |^\ 1Q | 1 r> Ir< M C V r C 5 S 1 1 r\ | *v 0 5k I (D I TABLE 4 PROJECT ONLY TRIPS ,,/'•• tf< """' "/>,,.. ; i Driveway Trips Cumulative Trips* 5 ''<£ '', WA ' ''.:'' '?''' ADT *'" *> 'H,- '" 14,050 10,415 Al\ IN ''<i t 250 184 /I OUT ; , > , - <, , > 268 224 Pl\ IN » , ,* 'li 625 567 /I OUT * S% '< <''„ 680 493 Sycamore.wbl Tab F ' Commercial trips reduced 30% per SANDAG trip generator table, dated May, 1995, residential trips unchanged. 02/96 QP2 CffEE/C SYSTEMS 12 0O3387D Sunny Creek Urban Systems Associates, Inc. February 22, 1996 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 A.M. 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/18E 10% 17% XX% m DISTRIBUTION PERCENTAGES . j=MZ 15 BOUNDARY • FUTURE ROADS 11 •• i • • CITY OF CARLSBAD CITY LIMITS 02/86 G171A SYC-2 FIGURE 5 DIRECTIONAL DISTRIBUTION PERCENTAGES ONTO EXISTING STREETS SUNNY CREEK >UftBA/V 14 OO3387D 0.5 1.8 LEGEND XX • PROJECT ONLY ADT . FMZ 15 BOUNDARY FUTURE ROADS •i i •• i m • CITY OF CARLSBAD CITY LIMITS 02/96 Q171A SYC-3 FIGURE 6 PROJECT ONLY AVERAGE DAILY TRAFFIC (ADT) (VOLUMES SHOWN IN THOUSANDS) SL//V/VY Cf?EEK SYSTEMS 15 O03387D 18 LEGEN XX - PROJECT ONLY AM PEAK HOUR TRAFFIC • FMZ 15 BOUNDARY • FUTURE ROADS - CITY OF CARLSBAD CITY LIMITS NV NO SCALE FIGURE 7 PROJECT ONLY AM PEAK HOUR TRIPS 02/98 Q171A SYC-4 SUNMY CREEK -UftBAM SYSTEMS - 16 OO3337D 57 71 XX - PROJECT ONLY PM PEAK HOUR TRAFFIC .. . FMZ 15 BOUNDARY • FUTURE ROADS •• i mm i m • CITY OF CARLSBAD CITY LIMITS 02/96 G171A SYC-6 FIGURE 8 PROJECT ONLY PM PEAK HOUR TRIPS Sim/Y CffZEK -UftBAN SYSTEMS 17 OO3387D Sunny Creek February 22, 1996 Urban Systems Associates, Inc. PROJECT PLUS EXISTING CONDITIONS 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 "existing" 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 "D" 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. 003387D 18 SYCAMORERPT/18E TABLE 5 PROJECT PLUS EXISTING AVERAGE DAILY TRAFFIC SEGMENT ', '„ ; "' / ' %'"//?,< "'",' / PALOMAR AIRPORT ROAD 1-5 - Paseo Del Norte Paseo Del Norte - College Boulevard College Boulevard - Camino Vida Roble Camino Vida Roble - El Camino Real EL CAMINO REAL Carlsbad Village Drive - Chestnut Avenue Chestnut Avenue - Tamarack Avenue Tamarack Avenue - College Boulevard College Boulevard - Faraday Avenue Faraday Avenue - Palomar Airport Road Paiomar Airport Road - Camino Vida Roble COLLEGE BOULEVARD El Camino Real - Faraday Avenue Faraday Avenue - Palomar Airport Road CURRENT ADT i , ;"'' '','"' 46,800 41,300 30,500 20,500 26,100 24,100 28,200 22,900 26,900 25,300 7,300 11,300 DESIGN ADT CLASSIFICATION COMMENT '."*"'.'***...'£..$.'''/> S"", ''" /'"''' ' .'':':" '''"-'.. 50,000 50,000 50,000 40,000 50,000 40,000 40,000 40,000 40,000 40,000 20,000 20,000 6PA 6PA 6PA 4PA 6PA 4PA 4PA 4PA 4PA 6PA 6SA 6SA OK OK OK OK OK OK OK OK OK OK OK OK / $ ?"/>,'?' '"-s „'>"* ,-:-- {; ,»; $ -^T' '"'<"*' - . ;' -'"'' ' <'',.''" '"'Sty' ,-:>'??.$»&*,?',•&'*„*!>?&. Sycamore. wb1 Tab C 02/98 QP2 SVMNY CffFEK -UftBANSYSTEMS'• 19 OO3387D TABLE 6 PROJECT PLUS EXISTING INTERSECTION LEVELS OF SERVICE INTERSECTION EXISTING AM PEAK HOUR ICU LOS PM PEAK HOUR ICU LOS A WITH PROJECT AM PEAK HOUR ICU LOS PM PEAK HOUR ICU LOS , -;,', i, ","<, ' ' , '/'''"' '>'„ ,">'/-' '•.,'•';> -'...'"' f. ' > '} .'> '"-'i-'",,",' ,,, 1-5 / Palomar Airport Road SB Ramps 1-5 / Palomar Airport Road NB Ramps Palomar Airport Road/ Paseo Del Norte Palomar Airport Road / College Boulevard Palomar Airport Road / El Camino Real El Camino Real / Carlsbad Village Drive El Camino Real / Tamarack Avenue E! Camino Real / College Boulevard El Camino Real / Faraday Avenue College Boulevard / Faraday Avenue 0.48 0.67 0.60 0.51 0.63 0.48 0,59 0.41 0.55 0.56 A B A A B A A A A A 0.40 0.81 0.64 0.65 0.81 0.47 0.58 0.50 0.77 0.46 A D B B D A A A C A '• \ ' ? ';. '/t _, , > = 0.49 0.69 0.61 0.56 0.64 0.49 0.63 0.55 0.56 0.58 A B B A B A B A A A 0.42 0.86 0.65 0.75 0.82 0.49 0.63 0.69 0.80 0.52 A D B C D A B B C A Sycamore.wbl Tab E 02/80 QP2 SL/NMY SYSTEMS'• 20 O033S7D PAGE 1 OF ,4 TABLE 7 LFMP 89-15 CIRCULATION REQUIREMENTS 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 15, a financing program guaranteeing construction of the following circulation improvements shall be approved: 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 I-5. 0033370 SUWr CREEK SVCAMORH.TBT/18H UftBAM SYSTEMS02/99 ~ ' OO3337D 21 PAGE 2 OF 4 TABLE? 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. 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. B. Installation of traffic signals at Cannon Road/l-5 northbound off ramp, Cannon Road/l-5 southbound off ramp, and Cannon Road/Paseo Del Norte intersections to the satisfaction of the City Engineer. C. 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. 003387D 02/96 SUNKY CREEK *UffBAN SYSTEMS* 22 SYCAMORE.TB7/18E 0O3387D r 5. PAGE 3 OF 4 TABLE 7 IMPROVEMENTS NEEDED BY 1995 A. El Camino Real/Palomar Airport Road Intersection improvements at El Camino Real and Palomar Airport Road to the satisfaction of the City Engineer. B. El Camino Real/Chestnut Avenue Intersection improvements at El Camino Real and Chestnut Avenue to the satisfaction of the City Engineer. C. Cannon Road/l-5 northbound off ramp Intersection improvements at Cannon Road and the I-5 northbound off ramp to the satisfaction of the City Engineer. D. Cannon Road/l-5 southbound off ramp Intersection improvements at Cannon Road and the I-5 southbound off ramp to the satisfaction of the City Engineer. E. Ei Camino Real E! 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 I-5 shall be widened to five lanes to include the following: 1. Grading and construction of an additional westbound lane approaching I-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: 003387D 02/96 SUNNY CffEEK -UffBA/V SYSTEMS < 23 SYCAMORE.TB7/18E OO3387D PAGE 4 OF 4 TABLE 7 1. Construction of Ei Camino Real to six lane prime arterial standards. 6. IMPROVEMENT NEEDED PRIOR TO 2000 A. El Camino Real/Tamarack Avenue Intersection of El Camino Real and Tamarack Avenue to the satisfaction of the City Engineer. B. El Camino Real/Faradav Avenue Intersection improvements at El Camino Real and Faraday Avenue to the satisfaction of the City Engineer. C. El Camino Real/Palomar Airport Road Intersection improvements at El Camino Rea! and Palomar Airport Road to the satisfaction of the City Engineer. D. Cannon Road/l-5 northbound on ramp Intersection improvements at Cannon Road and the I-5 northbound on ramp to the satisfaction of the City Engineer. E. Cannon Road/l-5 southbound on ramp Intersection improvements at Cannon Road and the I-5 southbound on ramp to the satisfaction of the City Engineer. F. 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 0033870 SUWYCffEEK SYSTEMS02/98 ~-— OO3387D 24 Sunny Creek Urban Systems Associates, inc. February 22, 1996 C.1.A. - 1990: Improvements needed by 1990 relate to Cannon Road adjacent to the previous Buie and Kelly properties within LFMZ 15. Since these properties are now to be either used for mitigation or density transfers, Cannon Road would not be needed for access. Under these conditions, Cannon Road would be needed and funded as a regional connection for Oceanside/San Marcos through traffic. These Cannon Road requirements are not needed by development within LFMZ 15 and should not be a requirement of development within LFMZ 15. C.2.A. - 1991: Improvements to Cannon road from Ei Camino Real to Paseo Del Norte are not needed with Sycamore Creek I as shown by the "project plus existing conditions" evaluation. Therefore, development within LFMZ 15 should not be conditioned on this segment of Cannon Road without additional studies to determine the year of need. C.2.B. Improvements to the Cannon Road/l-5 interchange are the responsibility of LMFZ 13 and should not be attributed to LFMZ 15 unless subsequent studies show a significant impact at this location from development within LFMZ 15. C.2.C Improvements to College Boulevard only need to include the segment between El Camino Real and the Sunny Creek access roadway. Cannon 003387D 25 SYCAMORERPT/18E Sunny Creek Urban Systems Associates, Inc. February 22, 1996 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: 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/Pafomar Airport Road -completed. B. El Camino Real/Chestnut Avenue - completed. C. Cannon Road/I NB off-ramp - responsibility of LFMZ 13. D. Cannon Road/l-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 existing" conditions evaluation. F. Cannon Road - responsibility of LFMZ 13. 003387D 26 SYCAMORERPT/18E 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/18E Sunny Creek Urban Systems Associates, Inc. February 22, 1996 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 voiumes projected in the City of Carlsbad buildout computer traffic model (latest run incorporating the LEGO project and titled "LEGOBO"). 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 A.M. and P.M. peak hour volumes, assumed lane configuration, and level of service calculation, with no adjustments for Sunny Creek. As shown, the A.M. 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 10 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 SYCAMORERPT/18E BU1LDOUT AM PEAK HOUR 14 695* 504 504 504 90 335 335 378 378* 94 94 145 145* 17 '287 19 82 304304 304 WB EL CAMINO REAL SOURCE "LEGO BO' 7/28/94 J.CU. * = Critical Movement 695-94 =0.33 1800 __ 1800 =0.05 -5Z8. =0.211800 145 =0.08 1800 0.67 Lost Time +0.10 0.77 BUILDOUT PM PEAK HOUR 84 135. 305 242 242 242 258* * 219 219 193 193* 277 277 376* 145 329 47 726 23 871 871 871 WB EL CAMINO REAL SOURCE •LEGO BO* 7/28/94 FIGURE 9 I.CU. *= Critical Movement 258 =0 14 1800 h811 =0.48800 -193. =0.111800 ..57S =0.211800 0.94 Lost Time +0.10 1.04 LOS F BUILDOUT PEAK HOUR INTERSECTION LEVEL OF SERVICE EL CAMINO REAL / COLLEGE BOULEVARD SUNNY CHEEK • C/ftBAM SYSTEMS • 29 02/96 G171A SYC-8 BUILDOUT AM PEAK HOUR 695* 504 504 504 90 SOURCj •LEGO BO' 7/28/94 94 94 145 145* 19 14 335 335 189 189 Mtt- 82 304304 304 287 WB EL CAMINO REAL 1.CU. * = Critical Movement 695-94 =0<33 1800 82 1800 =0.05 355 =0.19 1800 94 1800 =0.05 0.62 Lost Time 4-Q.1Q 0.72 LOS C BUILDOUT PM PEAK HOUR 84 135. 305 242 242 242 258* 277 277 329 47 219 219 193 193* 145 '526 23 804 804 804 WB EL CAMINO REAL J.CU. * = Critical Movement 258 =0 14 1800 804 =0.45 1800 193 1800 =0.11 -3Z6. =0.211800 0.91 Lost Time +Q.1Q 0.91 LOS F •LEGO BO' 7/28/84 FIGURE 10 BUILDOUT PEAK HOUR INTERSECTION LEVEL OF SERVICE EL CAMINO REAL / COLLEGE BOULEVARD WITH ADJUSTMENT FOR SUNNY CREEK SUNNY CREEK • UflBAM SYSTEMS - 30 02/98 Q171A SYC-9 OO33370 Sunny Creek Urban Systems Associates, Inc. February 22, 1996 Figure 11 shows that with the addition of a westbound to northbound right turn only lane on El Camino Real, both A.M. and P.M. peak hour levels of service are within the circulation performance standard of at least LOS "D" 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 "D". 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 110 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/1BE BUILDOUT AM PEAK HOUR 695* 504 504 504 90 3URCE •LEGO BO' 7/26/94 94 94 145 145* 14 19 335 335 189 189* 82 208208208 287 TO EL CAMINO REAL I.CU. * = Critical Movement 695-94 =o.35 1800 =0.05__ 1800 355 =0.191800 -it- =0.051800 0.62 Lost Time +Q..10 0.72 LOS C BUILDOUT PM PEAK HOUR 84 135. 305 242 242 242 258* 277' 27 7 376 376*329 47 SOURCE •LEGO BO1 7/28/94 219 219 193 193* Mtt e 23 629 629 629 526 WB EL CAMINO REAL I.CU. * = Critical Movement -258. =0.14 1800 =0.32ti_ * 1800 193 =0.111800 576 =o 21 1800 0.78 Lost Time +Q.1Q 0.88 LOS D FIGURE 11 BUILDOUT PEAK HOUR INTERSECTION LEVEL OF SERVICE EL CAMINO REAL / COLLEGE BOULEVARD WITH ADJUSTMENTS - ASSUME NB RIGHT TURN LANE SUNMY CREEK •URBAN SYSTEMS - 3202/96 G171A SYC-10 OO3387D aa: Om IUOui OO \ ) o «J 5n , ^ OJ 1 s s 1 tf ^ 0 k ^ s --A a k 1 ^ V ^ , t ?y OJ t Co \b / 1 EL CAMINO REAL \ \^ V S ^ 2 t t w i? cv, COz S < DC 2LL Z O O LU CO 2111 o o < LL _J D LU Q Z UJ, 2 §80tn O oo UJDC ui 5xODCa.a. !Q ui 6"-OQ 5 >-«o- < CO.or:©;zo co HI o>:a 5 1i I OOQ< o5 §5 «feo o PAGE 1 OF 2 e 5a.O-4 a:O ui O OQUO CO *O)H <N &aS&.aat erins Nicholasof CarlsbadJZ S*> +jIrt _l &*c•H+JV£^ CO\r- \Elm Avenuesbad CA 92008SYCAMORE CREEK 3O r4OH '•:rs of Cityid Planning:ek Specific: that raeet-QJ l^ U >H•iffls°0) -U >iS X 03 M&i M nJM M O Bo) OJ E E.ax S 3-M CJ WO DI >iC in cr>-a-H cCTJ <u -HKJ H .C 3 •H -W 003 HO A » H >i 0 OW <M <H A WJJ 3 M 4) "S S 33 anuary 27 we metf to primarily djission hearing dePlease reviewfor consistency.^J<M g C3E t) o>X _j*r!.ng C and Ple F build-it varianceLowed 35'•n A. A- n>0 4-* p>H rH -H ID* •H C 1)P -r4,e fljA .G g D>o c w ^H (d 0 > U JP •fc -MMO a>'« • Hrt § atIN H O'Oen ai <M0) M§4J Co u <u0 P -M S^ ° 0It *. 1J With the removaland a two to fauning parking area,will Be reduced 1maximum.request3 mada .afteraf January" C " •JS-J*D>^ a>•H ? A O ffl•Hrf:•o w -y<U 'HM (J G•H <D -rl>-ofl) Hh,i3 fl) h J3 Q 3 U EO'H ? 4>*J 0rt *d o>J3 tt>-nAJ U O Staf-f indicated •would be conside:review of the pri30, 1984.g o*i H CO P« C MJJ 0OM tjiCn-H u Ccm « -H.^ .^ jj +J0 o c a)Cn aj CD a)& <n 6o w IDM M -Pra ij Oa w w STJ-H +J -rt C *Hc > rt 'm m Q) AJ M >XIH Q) *>P 01 'H 5)£ >-PC *J o «>0 ^O'H CO *W O*J OMO W Waj M H n•n-M rt -Ho Ai o e Staff and the prcoordinate s-ubmidraft wi'th . the gthe Planning ComMarch. 1934,a request•M4J 12w •o3 01 1 preparH•H The consultant wfor:4* ffl . Tt M•0 Od UH n . Ctn o R -rl «^ S35 ^f"ff) 3 H(Q aa atD^H ni0 0) H 4J OHO *ao « cu w oM^> Uc o ^O <M 5 H0 flJ01 « O -HU U -M§c n c+Jid-H 0) O•H -t-( C 13 fllW fc C -H -n Ifl (& flJ H O> > 4J a Mh Pi• 4J 0)3= 45J3 CH• &>JJ O 0)O -H C -U* 0) O OBi. H *J < « "rf H U arliest 'o V4 ?, ^J O H.HrtU ; pleaseUlM /•ou note any erro/finience.^ P V ,1 \\ \* sM SISHB^-f- 10O P) >i 81 CO .X.CC -H 0|3 2>^ l)^-^ —PS ,i • (619)434-31CD §CMO) <O •ortJ3 so Box 2143 •ci 56 Roosevelt No. 4 « P./NSC-W O-H'CO « (J CU -rt Iu.Oi H o CC 0 UJcc * ^ 5 | 1 g?r j o: LU O OQOO a•a ortj ffl OJS 3P<n c mH au > rf«<0 E*"W H fllow aU)>»O i-Mao n .H M rtOHO nnH• of:u •r4a mc xu«.yfflO H i oo •^-1Lf > 0)B•HU0)01C •rtBi *X01atHu a) o u& i •H o « aco • »-r ? -O PUJ rtQ, X 4J o0 *d a UHH k 0)&+J HJ-nCJM-q 0^n a) 5 w -P •H CU» » «C J3 O W 4Jrt E-i C -H rtH -HiJ-do< w *> o utd no•i-t M • 0 UH4 iti W «H O•H > fl) rto 5 c . 0) H « Pi OP*3H **JVIO HFQ (tJ • 4)« M W 0fli a) -P qa m* w «iM flj D x; -HUH -P nHO rtss^^5-o «e ^ 0 «am O 4J m xJo m « TJ n W « O ffl 33 B 6 tr0} • o S Ox: o o o nV • O 0K 0 u >,5 HrfO 4JH rtC O H M 3A! O 'rt M ifi s1"**}} .OfNjiri 0)3:>lO JJ *J pj . H-OT] «OO -H •.-) <[] * rt rt 3 3 Htf arliesta ^uoN *j fQ H Hrtf O Vtf)01OH& n§•H4JnV §' >ic5 to at > 0 A £X! V-rt P C &E S8 a 0a.' I SD 34 PAGE 2 OF 2 ^^^J^^OiJLiJLLmAiJLUJ I LL Oi H- DC Q DC « LLJ ui =Jcc Z> LL LU 111 OLU_1 _J O O COz> * 2>HI DCO. 1 1b <0II CD § O 35 Sunny Creek Urban Systems Associates, Inc. February 22, 1996 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. 003387D 36 SYCAMORE.RPT/18E Sunny Creek Urban Systems Associates, Inc. February 22, 1996 CONCLUSIONS AND RECOMMENDATIONS 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 180 detached single family dwellings easterly of College Boulevard. Replacing the currently approved office/restauranl/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 003387D 37 SYCAMORE.RPT/18E Sunny Creek Urban Systems Associates, Inc. February 22, 1996 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. 003387D 38 SYCAMORE.RPT/18E Sunny Creek Urban Systems Associates, Inc. February 22, 1996 El Camino Real is recommend to have single left turn lanes in the westerly and easterly directions. At buiidout, 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 LFMZ15 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. 003387D 39 SYCAMORE.RPT/18E 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. Schlaefii 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 .OF 30 APPENDIX A 1995 EXISTING CONDITIONS INTERSECTION LEVEL OF SERVICE WORKSHEETS 02/96 CREEK -VffBA/V SYSTEMS OO3387D APPENDIX A PAGE 2 OF 30 1 2a X 3£5? t>r— 0) SO so •• S DO o t—E O _,. £ Ol. a p I ii 3 O Z v — ^1 o'Sq O C •3B.•n cSI r-»ioeo*'55r<rNOifyy5iopjc3r^i—P.vQM3^*cNs?'5'- *2IN1Vii3>o35'«l*»<*ls'O'«tOuS — '-OO — OOO — O •- O — inQiOMiQ--^^ — •O^<fS222^2*^SiJ2^ «j -c.^WLfl<o*Or^f-.uir- ^r»2^S^22^^J22 OQOOOOOOOOOO oooooooooooo OOOWOOOCtOOOCN S ?5 S S =5 S 3 S S S 5 S S 3 S 3 K 8 § S 5 g 8 S OQQOOOOOOOOO 0*00000000000 oooooooooooo -K^SwSnS^nMrt ODOOOOOOOOOO oooooooooooo *— tnovoo-^Nr^to—.—O'T'O^'O-OOOVMPJ^^ oooooooooooo oooooooooooo oooooooooooo oooooooooooo oooooooooooo "isar.ggs^sgs*o «o>or^fxf»./^.coa3B3coO- "s^ CN S ^rCMi— IO CO *G o o O 0 M CN sg *s o o o a o o rt TK£: o o O 0 3 .-S£ a o 0 0 O 0 o o o o J? rf^S ji2 O- s 8.•Jj0 £3oa. 1"• g isllO "Q II II 7;15AM PeakB.-15AM Hour> Sf*J^**5**'*QS^^'s>C*pCcSQr*—*s.u5OoQU3^K«S£u3oor>-rx»2^:'t>'«'o2 oeMOawoooooo — l*lo£i^C;*2c*'*~*ar3ii<5^p*i ^- <O «O (*J U7 ^T •— f- tn (S f"N«Nrt^-cM««Nioot^e4r3'- 2g5g5SsS§2§S ooooaooooooo oooaoooooooo O-— ^-O — «OODO'-OO SSssSsgftgsss g S 2 S § S g g 9 S S g: oooooooooooo oooooooooooo ooaoooooooao «^CS<N^^J r>£r)2c3ss *-oooaooooooo oooooooaoooo •^^™-o^s*"VC3(»r*»SQ*oo.SsSs^-SsgssS ooooaooooooo ooooooao oooo oooooooooooo oooooooaoooo oooooooooooo >*.**• IlSIIIIIISii c/?OU9OU9Ob3OU7OV3Q « ^i "c *<r •ir w wj uj «3 -o* <> -b «O ri 11 UJ O «" SSs o> «-•^ p-CJ < o o o o n « 2| ss 0 O a o 0 0 .^ <v§2 *— o o p "!3 o>sg 0 0 0 0 0 0 O 0 o o Mox.l5mln.Pk.Hr.Vol.3 5t5£ £.* I COs-u a •»•*: ^& M si5 1 c c 1 10 ff 11 Jrf tep 3ffl Oa. X L O_ •sf w 02/96 • UftBAM SYSTEMS OO3387D APPENDIX A PAGE 3 OF 30 1-5 Southbound at Palomar Aliport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period ; 7:15 AM to fl:!5AM South Appr (NB) North Appf (SB) West Appf (Eg) - EostAppr(WB) Left Thru I3ght left Thru Right Lerj_ , Thru^ Right Left Thru Rlnht Lane Config- urotlons Inside deft) Outside Free-flow 1 _ LaneSetilngs 0 0 Capacity 00 Ars the North/South phases spfitfrVN)? Are the East/West phases split (Y/N)7 Efficiency lost Factor 0.10 Hourly Volume 0.0 Adjusted Hourly Volume 0 0 UtUzailon Factor Critical Factors 0 3243 o 1800 0 6000 0 N 0 721 0 721 194 194 358 258 616 0 020 0 4000 0 0 636 524 0 436 0 O.GO 0.00 0.00 0.22 O.CO 0.11 0.00 0.10 0.00 0.00 0.16 0.00 ' 0.00 0.00 0.22 O.CO 0.16 ICU Ratio - 0.48 LOS - A Turning Movements at Intersection of : Time: 7:15 AM to 3: IS AM Date: 7/1 8/95 Day : Tuesday Name : M.H. i C.I. W Pr Totals 1446 Sub- totols 830 616 I-S Southbound North Approach 915 and Palomar Airport Road 0 358 258 T 253 1-8 Southbound 1439 0 721Jit t tort t North 258 T 524 524 636 0 Total Subtotal! Sub- -totals 1160 Totals 2239 1079 Polomar Airport Road A P South Approach Note : Left-turn volumes Indude U-turns. U-tums In bold. 02/86 CffEEK *Uf?BAM SYSTEMS APPENDIX A PAGE 4 OF 30 1 I-S Southbound ol Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page Z o( 3 FK.Hr. Time Period: 4:45 PM to 5:45 PM Lone inside Config - (left) uratlons Outside Free-How South Anor (NB) 1 2 3 4 S 6 7 Left Thru Lane Settings 0 0 Capacity 0 0 A/e the North/South phasej spW (Y/N37 Are the East/West phases split (Y/N)7 Efficiency Lost Factor 0.10 Hourly Volume 0 0 Adjusted Hourly Volume 0 0 Utilization Factor 0.03 0.03 Critical Factors O.CO Hpht 0 0 N N 0 0 0.00 0,03 North Appr <S8) Left 1 1 2 3240 439 439 0.14 0.14 Thru Right 1 0 1 0 1803 0 122 0 122 0.00 0.07 West Appr (£B) Left Thru 1 1 1 0 3 0 6003. o ssa 0 974 0,03 0.16 0.16 Riohf 1 0 D 416 0 0.03 East Appr (W8) Left 0 0 0 0 0.00 O.CO Thru 1 1 2 4003 63) 631 0.16 raflht 1 0 0 1222 0 0.03 JCU Ratio .0.43 Turning Movements at Intersection of: LOS- I-S Southbound and Palomar Airport Road w e 3 t A p P f Time : 4:45 PM to 5:45 PM North Approach Date : 7/18/95 Day : Tuesday Name;M.H.&C.I. 661 Sub- " 122 0 Totals totals ! I <" t753 A 1727 0 0 — f 974 658 ^- A 416 — -, 1 Y North 1 t0 0 a Subtotals. 416 0 Told 416 South Approach I-S Southbound 1783 IcJflJ 1222 Siibtolcfc 0 439 Sub- I totals Totals > E * 1222 s •4 631 1853 t j 0 0 2850 T A 997 p f" • .? 0 Palomar Airport Road - Note : Left-turn volumes Include 1 U-tuns. u-tumslnbdd • 02/86 SUNNY CREEK •UffBANSYSTEMS*OO3387D APPENDIX A PAGE 6 OF 30 f 5»^15 ffl nEo £ on ,^ •oa 3? 54 I 35 02 S*3*3*2i§*»* <O *~ C3 <*5 O •" *~ O ^~ O OJ *f i**o>u3'OfxH(ior>*5>^QO'Fi*« to »o r^ r^ *o oo o* o* *o o* £z "£K£ SS "S3 "£8r- — __,-,., — IN-, — oooooooooooo oooooooooooo o o oooooooooo SSgS'-SSSKSSS. tNNMIN«<NCS-- 000000000000 OOOOOQOOOOOO oooooooooooo oooooooooooo oooooooooooo oooooooooooo oooooooooooo 55R3gSg§8S9g ooooooooooo— oooooooooooo lillllllllll sSJSgsSSisSSI 5 ° 1 n CJ <Vo ^ 5 5Sr~ 0 0 o o 0 O 2S " — O 0 0 0 O 0 o o o o 0 0 0 O K? § — o o o 3R c 1-3U) >"^ *X it1* 5-d S S. 1a. I" n s •*£ll ii 1^ Q.ss3 'Oo 0n vi552£ 11 11*O 1£S S 00000000—000 s§aSSS8gs§BE S?32B:SiSgS^^g:^Sraw^exSS^rtrtSjN oooooooooooo oooaoooooaoa oooooooooaoo S g S S g 5 S 2 2 3 S S— — —«««-, *-oo — ooo— oo<— a oooooaoooooo ooooaoooaoao oooooooooooo oooooooooooo oooooooooooo oooooooooooo ftBag«5SRRR«R OOJ'-'-OOCJ'- OOOO ooooooooaooo g.R«g_,sSSg!_Sj;! • * • * ISISlIIIIili SI§ISIs§S§ll «- _ Bg ss^2 0 0 O 0 0 0 28CM S -r- CO '^ 0 0 o o o o O 0 O 0 0 0 gg w n 0 O S TSJO > ll ' S 0 S £ 1a. 1 r-. » B ^^I* il2 "S i|ii22 11 II !§!§v tb" 02/96 SUMNY CffEEK -URBAN SYSTEMS 0033870 APPENDIX A PAGE 6 OF 30 1-5 Northbound at Poiomar Airport Bond Lana Configuration for Interjection Capacity Utilization Page 2 of 3 Pk. Hf. lime Period: 7:15AM to 8:15 AM South Appf (NB) North Appf (SB) ' WestAppf(EB) EastAppr(WB) left_ Thru Right Left Thru Right left Thru Mght Left Thru Right Lane Inside 1 1 1 Config - (left) 2 uraflons 3 4 5 & Outside 7 Free-How Lane Settings 0 1 Capacity ' o 2000 Are the North/South phases spin CWO? Are the East/West phases spirt (Y/N)7 Efficiency Lost Factor 0.10 Hourly Volume 172 0 Adjusted Hourly Volume 0 172 Utilization Factor 0.03 0.07 Critical Factors 3<\n.Ll ii 2 3240 N N 1259 1259 0.39 0.39 0 0 0 0aco 0.03 0 0 0 0 0.00 0 0 0 0 0.00 1 1 1800 42 42 0.02 0.02 1 1 . 1 3 4COO 1093 1093 0.18 (J 0 0 0 0.00 0 0 0 0 0.00 111 3 60CO 794 ( 794 / 0.131>l?s 1 ^ — v"> '" S^+«^ 1&&F{L^^\*" V^>*V<a^»o^>v 0/9 ^A°,V / , ^V* / ,\j • ICU Ratio :MS— Turning Movemenh at Intersection of: Time: 7:15AM to 8:!5A.M Date: 7/18/95 Day: Tuesday Narne:T.M.&V.P. W e 9 t A P P r Totals 2101 Sub- totots 1135 LOS • B 1-5 Northbound North Approach 0 •• -0 0 and Palomar Airport Koad I-S Northbound 384 384 lolflt 42 - -^ -> T 1093 0 North - <~ T 342 794 0 Sub- totals 1134 2352 Totals 3488 172 a 1259 Palomar Airport Road E a s t A P P • r Subtotals Total 1431 1431 South Approach Note: Left-turn volumes Include U-tums. U-funs In bcfd. 02/86 SUNNY CREEK •UffBUNSYSTEMSl-003387D APPENDIX A PAGE 7 OF 30 I-S Northbound at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk. Hr. Time Period: 4:45 PM f o 5:45 PM South Appf (NB) North Appr (SB) West Appr (EB) East Appr (WB) Lane Config- urations hslde deft) 1 1 11 1 ! 1 ! 1 1 Outside 7 Free-flow Lone Setting? Capacity 0 0 1 2 2003 3*0 0 0 0 Q . 0 0 1 1800 3 4003 0 0 0 0 3 6000 1 1600 Are the North/South phases split (Y/N>7 N Are the East/West phases splK (Y/N5? N Efficiency Lost Factor • 0 Hourly Volume 139 3 630 Adjusted Hourly Volume 0 142 630 218 820 213 620 0 1499 0 14W /JOSS Utilization Factor Critical Factors 0,03 0.07 0.19 0.03 O.CO 0.00 0.12 0.14 0.00 O.CO 0.25 prtf O.CO 0.12 ICU Ratio - .81 Turning Movements at Intersection of; LOS- 1-5 Northbound and Palomar Aliport Road T5me: 4:45 PM to 6:45 PM Dale: 7/18/95 Day: Tuesday Name: T.M. & V.P, W e s t A P P Totals 2677 North. Approach 1-5 Northbound 1275 Total South Approach Note: Left-turn volumes Include U-turns. U-turalnbdd. 02/86 SUMY CREEK SYSTEMS'<OO3307D APPENDIX A PAGE 8 OF 30 *oooooooao — oo' 2 2 2 2 5 S g; S a S £ S ?! ft 3 R R S 8 8 3 S R 3 OOO'-O'-OOOOOO H S 8o s\ p.-3°U .. O J oIT O ^--- — •rO'-oooo s oooo oooo'oooo - n -a r* t g »Tt£s>s2RSSSS2J OGOOOOQOQOQO o•3 oo °S•5*§02 •5a, Hs1 ss l-^iU5 >! 1£ I Iu T3a s S § SS o — *- — i oooooooooooo ssssssas^assiinr3^'*r*Tinu3iBtOrt«oc'a oo— •— OOCNOOOOO S -O^«<N^-U3r>mO-<04»-)r7^r<N<Sr3CJes« ooooooooa—- oooooooooooo a--ooooaociooo oaoooooaoaoo a £ 3 s -s CO O o o. _ CN II l 02/ee -UffBAM SYSTEMS >OO3387D APPENDIX A PAGE 9 OF 30 Po*«> Dd Nort« at Palomar Airport Scad Lane Configuration for Intersection Capacity Utilization Page 2 of 3 PlcHr.Time Period: 7:15 AM to 8:1SAM South Appf (Nfl) North Appf (SB? Weii Appr (EB) .. East Appr (WB) Lane Inside 1 1 Config- (left) 2 1 uratlona 3 4 5 6 Outside 7 Free- (low Lone Settlnes 2 Capacity . 3240 1 1 2 4CCO A/9 the North/South phases split (Y/N)7 Are the Hast/West phases spirt WN)7 Efficiency Lost Factor 0.10 Hourly Volume 237 'Adjusted Hourly Volume 237 Utilization Factor 0.07 Critical Factors 106 267 0.07 0.07 1 0 0 N N 16! 0 O.CO 1 1 2 324} 89 K> 0.03 0.03 1 1 2 4000 25 42 0.0) 1 0 0 14 0 0.00 1 ) 2 3240 10? 109 0.03 1 1 1 3 4000 2073 2199 0.37 0.37 1 U 0 126 0 0.00 1 1 2 3240- 86 86 0.03 0.03 1 1 1 ' 3 4000 e$° Js6\ 787 D. 13 1 0 0 126 0 0,00 !OJ Ratio <0.63 LOS- Turning Movements at Iniefsedton of: Time: 7: IS AM to 8:15AM Date: 7/18/95 Day: Tueiday Name: T.Z. & D.W. W e t t A P P r Totals 3223 Sub- Jotols 915 2303 Pca«o 0*1 Norta North Approach and Palomar Airport Road • 14 J 109 2073 126 fcaoo Dei Horta 469 131 28 t North 338 0 89 f t. r 106 161 Total Sub- totals 873 2327 Totals 3200 Palomar Airport Road South Approach Note: Left-turn volumes Include U-tums. U-turralnbdd. 02/96 SUNNY CffEEK >U/?BAMSYSTEMS O03387D APPENDIX A PAGE 10 OF 30 •Potto Dal Moris at Palomar Airport Road Lane Configuration tef Intsrsactlon Capacity Utilization Paga3of3 Pk. Hr. Tuna Period : 4:45 PM to 5:45 PM South Apex (NB) North Appf (SB) _ WastAppr(EB) EostApprWB) left Thru Right Left Thru Right Left Thru Right Left thru Right Lone Config- urations Inside deft) I 1 Outside 7 Free-How Lone Settings 2 2 Capacity 3240 4000 Are fhe North/South phases spllf (Y/NJ? Are the East/West phases split (Y/N)? Efficiency Lost Factor 0.10 Hourly Volume 272 40 Adjusted Hourly Volume 272 155 Utilization Factor 0.08 0.04 QHIcal Factors 0.03 0 0 N N 115 0 0.00 2 3240 157 157 0.05 2 4003 n 165 0.04 0.04 0 0 93 0 0.00 2 3240 119 119 0.04 0.04 3 toco \c3T 946 1192 0.20 0 0 246 0 0.00 2 3240 289 289 0.09 3 .4000 2047 2153 0.34 OAS •TA 0 0 106 0 0.00 IOJ Ratio ••ytsl!u Turning Movements at Intersection of: Time:4:45PM to 5:45 PM Date: 7/18/95 Day: Tuesday Name: TZ 4 D.W. W e s t A P P r LOS- B POMO D«l Norta North Approach 322 and Patomar Airport Road Paxao Del Norta 572 0 157 250 Sub- totals North i~ 106 2*17' 289 27 t r Totals 3637 Subtotdj, Total 583 272a 1007 40 427 US 2442 1245 Palomar Airport Road South Approach Note; Left-fun volumes Include U-tums. murrain bold. Oa/88 CffEE7C SYSTEMS APPENDIX A PAGE 11 OF 30 n "o s. 2 x n™ £ p So.. a •5 I O 1 o•0 o oU c ' 1io E •3 •8 •s a oaooooaooooo <v~Mom.-o.OQ5;ill ^ s s s R z a s § ^ ooooooaooooo W93898SfiSSS5S = 00-000,, -00- oooooooooooo oooooooooooo oooooooooooo *>S385am8B 00,flcia,fs«a.~««j'0c>vwSSo-St:^^^^10 oooooooooooo oJ^cMCNi — »— RcM~-u>cSeo ooo ooooooooo oooooooooooo oooooooooooo oooooooooooo oooooooooaoo oaoooooooooo ooooaooooooo • • • * 3ll§IsS§52S§ o o -s£53 o a §g Hn O 0 O 0 O 0 31 r-v oJi~ o o •s "in ~ 0 0 O 0 o a O 0 0 0 O 0 o o £ 6T5 gj £ s°' stj,2 X-saQ_ 1°« « £*.|! !l.il"o 73 § 32S a oa. r 7:30 AMB:30 AMOOOOOOOOOQOO -gS^go^Sn«r.r,S § S s: s= S 5 » K S S 5 ooooaoaooooo Saag8gs88l§a -00«0000-0-0 ooooooooaooo oooooooooooo oooooooooooo §18gS|g§§|B£ oo^ ooa-«N — o UJ. S)OCVTr)r^-00.<0 — 03•"tc3tO-<It>41«K — ~t-l — oooooooooooo 5 2 S S g 3 g § ! S £ 3 ooaooooooooo OOOOQOOOOO— O ooooooooaooo OOOOOOQOOOOO oooooooooooo oooaoooooooo oooooaoooooo • • • • 2SSS52SS22SS ui'Q^oouiotooinQu^o o o ,-g 5s 0 0 o ots W si CN — 0 O o o 0 O 3S in "•« 2 0 O CN ^ o a — 0 ^ O 0 o o o o o o p ° ££-5in > ^1 r^d 373o 1a. 1°» I :£*'j{ D "3 IIo 5 E? 12 II •8s0) 0Q.K 4:45PMS:4S PM02/86 -UffBAM SYSTEMS O03387D APPENDIX A PAGE 12 OF 30 Cpflego Boulevard at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period: 7-.30AM 1o 8:30 AM SouihAppr(NB) North Appr (SB) West Appr CEB)_ EostApprWB) Lane Inside Config - fleft) urations Outside Free-flow 1 2 3 A 5 6 7 Lane Settings 0 0 Capacity . 0 0 Are the North/South phases split (Y/N)7 Are the East/West phases spB <Y/N)7 Efficiency lost Factor 0. 10 Hourly Volume 0 0 Adjusted Hourly Volume 0 0 0 0 N N 0 0 1 1 I 0 1803 0 44 0 44 . 0 1 1 2 3240 113 113 1 1 2 3240 715 715 1 ! 1 3 6003 ior ja?7 U77 1 1 1803 0 0 1 1 2 3240 3 3 I 1 1 3 60CO *c\< FZ «b 1 1 1800 13 13Utilization Factor Critical Factors O.CO 0.00 O.CQ 0.02 0.03 0.03 0.22 0.23 O.CO O.CO 0.00 0.03 0.22 .11 0.13 0.01 CW3 'It, ICU Ratio LOS- A Turning Movements at Intersection of: College Boulevard arid Palomar Airport Road . "fane: 7:30AM io 8:30 AM Dais: 7/19/95 Day: Wednesday Name: T.M. & O.W. North Approach W e 3 1 A P Pr Totals 2956 Sub- totoh 864 2092 • 113 157 0 Subtotals Total College Boulevard 8S4 0 44 t North 0 0 727 Sub- totals Totals f~2150 766 1424 Palomar Airport Road A P Pr. South Approach Note : Left-turn volumes Include U-turns. Ll-tumslnbold. 02/96 SUNNY CflEEK -UftBANSYSTEMS >OO3387D APPENDIX A PAGE 13 OF SO Collagv Boulevard at Palomar Airport Xoad Lane Configuration for Intersection Capacity UtiRzation Pk. Hf. Tims Period: 4:45 PM fo 6:45 PM Page 3 of 3 South Appr (NB) North Appf (SB) West Appr (EB) East Appr (Wjj) Left Thru Bight Left Thru Bght lefl J^L jjjaftl J^L Jhru Lane Inside 1 Cortfig - (left) 2 urations 3 4 5 0 Outside 7 Free-flow Lane Settings Capacity 0 0 0 0 Are the North/South phases spB (Y/N5? Are the East/West phases split (Y/N)7 Efficiency Lost Factor Hourly Volume Adjusted Hourly Volume Utilization Factor Critical Factors 0.10 0 0a o 0.00 0.00 0.03 0 0 N N 0 0 0.00 11 1 1BCO 19 19 0.01 0 0 0 0 O.CD 1 1 2 3240 435 435 0.20 0.20 1 1 •2 3240 141 141 O.M 0.04 1 1 1 3 6000 \t~ 920 92S 0.15 1 1 1303 > 0 0 0.00 \ 1 2 3240 1 ) O.CQ 1 1 1 3 4000 fpSM IMS l£4S 0.27 0.27 ,11 1 1 18CO 40 ' 40 0.02 ICU Ratio =IDS- 8 Turning Movements at Intersection of: College Boulevard and Palomar Airport goad Time : 4:45 PM to 5:4S PM Date: 7/19/95 Day: Wednesday Name-.T.M.&D.W. W Totals 3351 Sub- totals 2286 1065 North Approach College Boulevard 829 141 'f24 '0 4S4 -435 0 J' I North t North 0 19 000 a o 175 Total, Subtotals. Sub- totals Totals 2430 I486 944 Talomai AJiport Road South Approach Note : Loft-turn volumes Include U-turns. U-turnslnbold. 02/96 Si/A///y CREEK -UffBAJV SYSTEMS*O03387D APPENDIX A PAGE 14 OF 30 s 5 U ® .. D c5D l^En 8 &0 II — otso^-aoa OOOOOOCMOOOOO! oooooooooooo S *T •— J^ «O CM* r- ™ os eo ooooooooooooj OOOOOOOOOOOO 2£3%8S;3ZR$3 OOOOOOOOOOOO SSSSSSRSSSftS oooooooooooo OOOQOOOOOOOO ^-oss-osssas^ai ^* isUS US s 8SJ 5R<S t> 32 ."5 T5 s:& o — o~-oa*-~-o — oo O* O <M O* * oooooaooo*— oo oooooo«—ooooo F: R 3 S a R § § « R 5 g oaoooooooooo OOOOOOOOOOOO '— •— OOOO O— O'-OOO*- — OO — OOOOOOOOOOOO OOOOOOOOOOOO llllll CJ -Os <^Is S COr** n Z. o o ffiSi 88 ^ s 02/96 SYSTEMS* OO33370 APPENDIX A PAGE 15 OF 30 H Camlno Root at Palomar Airport Road Lane Configuration for Intersection Capacity Utllizallon Page 2 or 3 Pic. Hr. Tims Pedod: 7:I6AM to 8:15AM South Appr (NB1 North Appr (SB) West Appr (EB) . EostAppftWB) left Thru jjght left Thru Bght Left.Jhru Right Left.. .Thru Lane Inside 1 Config - Oeff) 2 uratlons 3 4 5 6 Outside 7 Free-flow Lane Settings Capacity 1 1 \ 1 1 3isoo 6000 Ars the North/South phases split CY/rfl? Are the East/West phases split CW07 Efficiency Lost Factor Hourly Volume Adjusted Hourly Volume Utilization Factor OHIcal Factors 0,10 113 681 113 1015 0.06 0.17 1 1 1803 N N 668 334 0.19 0.19 1 1 2 3240 291 291 0.0? 0.09 1 1 3 60CO 281 281 0.05 1 1 1800 125 125 0.07 1 1 2 3240 224 224 0.07 1 1 1 3 6CCO 662 '844 0.14 0.14 1 0 0 182 0 0.00 1 1 2 3240 357 357 0.11 0.11 1 1 1 3 6000 773 773 0.13 1 1 1800 432 316 0.18 ICU Ratio - 0,63 LOS- B Turning Movements at Intersection of: H Camlno Real and Palomar Airport Road Time: 7:15AM to 8:16 AM Date; 7/20/9S Day; Thursday Name;T.M.&C.I. W e s t A P •Pr Totals 2079 Sub- totcls 1011 1068 North Approach 697 224 ^ 662 —** .182 —i 125 28] B Camlno R«al 2234 0 291 1537 North T A32 773 357 Subtotals Total 113 681 0 820 1462 2282 t r 668 Sub- totals . 1762 1421 Totals 3383 Palomar Airport Road £ a s t A P P r South Approach Note: Left-turn volumes Include U-turra. U-tumsInbold. 02/96 Cff&EK -UftBAM SYSTEMS OO3387D APPENDIX A PAGE 16 OF 30 H Camlno Real at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 3 of 3 Pk.Hr, Time Period: 4:30 PM to 5JOPM South Appr (NB) North Appf (SB) _ West Appr (EB) . East Appr (WB) left Thru Right left Thru, flabi left_.Thru. Right laS Thru Right Lone Config- urations Lane Settings Capacity Inside (left) Outside Free-flow 1 2 3 4 £ 4 7 1 1 1 1 1 3 13CO 4000 j. G-.-i — _ -— _' 1 1 1 1 1 1 1 2 3 1800 3240 6000 1 1 1 1 2 1800 3243 1 1 i 3 6000 , 1 1 1 1 1 0 2 3 0 3240 . 6003 'I 1 1803 Are the North/South phases split (Y/N)7 N Are 'the East/West phases splB (Y/NJ7 N Efficiency lost Factor 0.10 463 598 470 480 108 30S 1)71 78 379 619 303 463 299 670 480 108 304 1249 Hourly Volume Adjusted (Hourly Volume Utilization Factor Crillcal Factors 61 41 0.03 0 379 619 151fi 0.08 0.17 0.21 0,08 0.04 0.09 0.21 0.00 0.12 0.10 0.08 0.17 0.21 0.21 0.12 - ICU Ratio'0.81 LOS Turning Movements at Intersection of ; H Camlno Rwl and Palomar Airport Road •Time:4:30PM to 530PM Date: 7/20/95 Day: Thursday Name: T.M. & C.I. W e s t A P Pr Totals 2343 Sub- totoi3_ 788 1555 North Approach B Camlno R»cl 2331 1258 108' 480 470 304 1171 78 ~7 t North *l t f~ 1073 303 619 379 61 443 698a 934 1122 2058 Total Subtotals Sub- totals 1301 2439 Totals 3740 Palomor Airport Road South Approach Note: Left-turn volumes Include U-tums. U-iums In bold. 02/96 CREEK OO3387D APPENDIX A PAGE 17 OF 30 f? •8 •e oo 83.. o ffl "B •ao .1v> •S3 1 (5a sEo^ui5 II •s«&» &1 •8 1 »-ik;*_iw<.NuiuoirMoao & oooooooooooo i— O — IMO'-O'— OOOO OOOOOOOOOOOQ 1 r— •— •— IM • — O 00000000000- o « 0<* ..a :<« £l tM sw SB o o m in cv O — o n ii !iyE •£o -oiX: o- _ ffl88 55 — O— OC5O OOTSf'—O'— o — OOO OO. CMOOOOOOOOO OOQOOOOoaaqso nnno—ooooooc E 3 5 ^ J3 ^ in irt ni S S S 18 S OOOQ^-OOOOQOO CM i— ^ •— CM — r- r- OOOO— ODOODOO 0 O S: t =S"* n it 11 Bt3a o O 3 <Sx 02/86 •UftBAM SYSTEMS OO338/D APPENDIX A PAGE 18 OF 30 H Camlno Real at Carlsbad Village Drive Lsni finnfinnrntinn fnr Intartsrtinn rnnnnfni i !»**!«•• I ^ Pk, Hr. Time Parted : 7;15AM io 8;ISAM Lano Inside 1 Conflg - (left) 2 urotions 3 4 5 6 Outside 7 Ftee-fiow Lane Settings Capacity South Appr (N3) L»ff 1 1 1800 Thru 1 1 1 3 60CO Are the North/South phases split <Y/N)7 A/e the £ast/W&it phases split Efficiency Lost Factor Hourly Volume Adjusted Hourly volume Ufifecf ion Factor CrtHaal Factors WN}7 0.10 38 38 0-02 0,02 452 172 0.03 WpM 1 1 0 0 N N 14 0 0.00 North Appr (SB) Left 1 1 18CO 72 72 0,04 Thru Ri'sM 1 1 1 1 . 3 0 60CO 0 10S3 61 1144 0 0.19 O.CO 0.19 West Appr (SB) Left 1 1 1800 TO 100 0,06 OOS Thru 1 1 2 4000 57 112 0.03 Right 1 0 0 ss 0 0.00 Easr Appr (WB) Left 1 1 1300 51 51 0.03 tnru 1 1 2 4000 252 453 0.11 0,11 wgnr 1 0 0 201 0 0.00 ICU Ratio * 0.40 s A Turning Movsmorrt? at Intersection of;El Camlno Real and Carlsbad Viltoge DrtVir- W e t t A P P f 8:15 AM Date: 7/26/05 Day: Tuesday Nome: V.P. &M.H. Sub- Totals totals 351 212 North Appf oaeh H3C S7 55 Subtotals Total 197C 1216 &] 1083 < 4_> — 3.T < 1 t North t 38 452 72 [^ 4 •* r 14 0 1189 504 1693 fioai 759 252 51 Tcrtgl^ SuiptQ-fqlg Sub- Toiats Totals Carlsbad Village Drive E a s t A P P r South Approach Note; Left-turn volumes include U-turns, u-turra in bold. 02/96 SUNNY CftEEK SYSTEMS OO3387D APPENDIX A PAGE 19 OF 30 6( Camino Real at Carlsbad Villas* Drive Long Configuration for Intersection Capacity Utilization Page 3 of 3 Pk, Hr, Tims Period: 4:30 i>M to 5:30 PM _ South Appr(N6) North Appr (SB) . .Ws*t Appr (EB) Eogt Appr (WS) Left Thru Right Left Thru Right. Left .Thru Right Lsfl Thru Right Lane Config- urations Inside t deft) 2 3 5 6 Outside 7 Free-flow 1 1 2 1800 4000 Lane Settings I 30130 Capacity 1800 6000 0 1800 6000 0 Are the North/South, phases split (Y/N)? N Are the East/West phases spirt (Y/W N Efficiency lost Factor 0.10 Hourly Volume 137 1044 64 244 5£S 117 221 306 Adjusted Hourly Volume 137 166 0 244 682 0 221 338 Utifeatfon Factor 0.08 Critical Factoa 0.08 32 0 1 2 1800 4000 15ts 115 245 0 0 130 0 0.03 0.00 0.14 0.11 0.03 0.12 0.0$ 0.00 0.01 0.06 0.03 0.11 0.1J 0,0* . !CU Ratio = 0.47 Turning Movements at intersection of :El Camino and cariscad Village CHIV& W 6 S t A P Pr Time : 4;30 PM to 5:30 PM Date: 7/26/95 Day : Tuesday Nome : V.P. & M.H, I fttotals North Approach £) Camfno Real 2331 221 306 32 SuDfetos. Total 926 in rrr£ t Nortt t North 1405 130 US 137 1044 64 1 612 1246 1857 Total Subtotals n i. ..totals 260 605 Totals 865 Carlsbad Village Drive E a A p P r South Approach ! Left-turn volumes include U-turns. U-turns in bold. 02/96 -UftBAM SYSTEMS O03387D APPENDIX A PAGE 20 OF 30 2-J oP5 ! S "3.. o 1 1 | e« | S? I 1! II OONO — ooa — — — o oooooooooooo <- & ft S 5 S3 8 S S S S S OCS—OOOOOOODO OOOooooooaoa "Si§9S5feS2!?S!— {NBrtwraM^^- — — i— oaoooaoo a'a o a oor— ooooooaoo oooooooooaoo &I S-d TS& II liliiil ss 00 IB «. *^io-n o o = 8 E-g: U3 ? i*l |£',2 sS oaa — — oooo—ooi O-O'Of^^txhin3WI*CU3«2 S = SSSRSSSS«a! oooooaooaoac S 5 S S fc 8 ^2 S S S •£ oooooooooooa oooooo — ooooo M — OOOO>-O>— OOO ooooaoooocoo 5 fs(N^. "Ooooo — ooo — ej S 1 1 1 1 i S S S Iu>o^ou3o*Agu3o tr •*? v w to «3 u^ -c s>" -o 532 oE ill.Is a-4JOPMS:30PM02/86 5-^Wr ^/^fZvT -UftBAA/OO3387D APPENDIX A PAGE 21 OF 30 El Camlno Rw! at Tamarack Avanua Lana Conflgu/otion for Me/section Capacity Utilization Page 2 of 3 Pk.Hr. Time Period: 7:03 AM to SrCOAU South Appr (TO North ApprCSB).. WestAppKEBl . Eost Appr (W81 Lone Inside GiXifig (tof?) urotions Outside free-flow LaneSstthgs Capacity 1 Z 3 4 6 4 7 1 1 1 1 '2 1800 4X0 ! 1 1 ' 1 1 1120 1500 18CO 4X0 0 1 1 1 1 18CO 2000 1 1 1 ! 1 1 2 1SOO 1SOO 4000 1 0 0 Are jfo North/South phases split WW N Are the East/Wort phases spMCY/N)? N Efficiency Lost Factor 0.50 28 313 30 28 313 30 Hourly Volume Adjusted Houriy Volume Utfeefion Factor CrHtaa! Factors 1227 25 1252 0 . Si 52 36 34' 96 201 222 33 94 201 255 0.02 0.08 0.02 0,01 0.31 O.CO 0.03 0,02 0,05 0.11 0.04 O.CO 0.02 0.31 0,05 0.11 ICURotio- O.S?105- A 17'Jtrtng MOVOUIW a iftiottbflidri or: a Carrtno S»ai Trae; 7:COAM to -0:00 ATil ona Dote: 7/11/95 Day: Tuesday Name : LM. & D.W. We s Totals if 459 Sub- totofa 275 1S4 62 3i «—a.T 1261 1469 25 1227 9 A INortti 20 398 ^-33 522 201 Total .Subtotal^ Sub- totals Totals 631 75 TnmomcJt Avenue ' A P P r South Approach No) e: Left-turn volume* 'ndcds U-turrs. Urtum» In boJd. 02/88 SUA/MYCf?E£K -UffBA/V SYSTEMS >0O3387D r APPENDIX A PAGE 22 OF 30 9 Camino Real at Tamarack Avenue lane Configuration for Menoeflon Ccpocity utilization P«ge 3 of 3 fiV. H'- llmo Per'lort I Smith Ap£ MM Nnrth ADpr fSBI W«t Appr (E8) . East Appr <W8) 4-.30PM to 5:30 PM Leff Thru K$if tone Mda 1 1 Ccnfig • . (left) 2 1 orations 3 1 4 1 5 i OUsld« 7 Fres-flow iufi Thru jjjqhf Laft T5™ fflfiht loft Thru Rlfjh) 1 1 1 ' 1 1 1 11 1 1 1 *\ 'lens Settings 1 2112011 '12-0 Capacity 18CO xSOOJ 1SCO 18ffl 4CCO 0 18CO 2CCO 1803 18CO 4OQ o firo ttvs. Wnrfh/C^i its pk/»~ *j^» (V/MVJ M Are the East/West phases spftKY/W N Efficiency Leaf Factor 0.10 Hourly Vduma • US 1281 191 33 431 44 43 2CO B ii 95 21 Adjusted Howiy Volume IIS 1281 1 91 33 477 0 43 2Cd SS M 116 0 Utlfcaflon Facrfoj 0.06 0.32 0.11 D.03 0.12 0.00 0.02 0.10 0.03 0.04 0.03 0.00 Critical Factora 0.32 0.02 0.10 0.04 lCURo)lo= 0.58 LOS- A tufnineUDvflmflntsofWwsecJIonof: £| Camino Real and Tcmaratk Avonu* ' TliW.'^OCrir; IB 6:30 PM North Approach ECarrtnoRsol Date: 7/11/55 Doy: Tuesday ' )8« JoJ.gL .MaTieiL,M,*.D,W, ' 610 1314 Wfoteh I Sub- •• 44 431 33 Sub- Toteb Mats 1 I i tOtelJ Tolois W e 265 S 353 U 45 } 299 200 fiS A PPr Subtotals Total V <///?* _4 4_,, ' ? _> A -^ — 95 1W t • , i f — 'M 0 10! T North T A 423 p 1 • t [^ '- • • ll$ 1281 I9l •TarrxsroekAvsnu* 1 £££ 153? 2142 South Approach Nate ; Lsfi-tun vatumes frsduda Wurra. U-tumlnbald. SUN^CffJEEfC WA/ SYSTEMS ———^—; 02/96 0O3387D APPENDIX A PAGE 23 OF 30 11o ° o .. O'3 a E Q •o ci I ~ &•"83 O oH O ii '-3 "0 0° 85 •2 TB -02 !i •nrfc -gLUC O O ^~ ~-C<C4^-Cl4--O"~O f>.O^)O- — — Q-Tr^r'-m^r oooooooooooo oooooooooooo oooooooooooo oooooooooooo ooaooooooooo oooooooooooo oooooooooooo ooooo — oooooo ^eoj^r-.ca2t*1<o*0"ca)^- O O — — «CN — CS— O — O sssS^ss^sss^ -. r**O-OfM*Ouj-O«&*O<^g;oo-cor^O'iO'OOc)f^-'«o*^p— (NVC**OIC4«O<SCS'— — oooooooooooo oooooooaoooo oooooooooooo oooaoooaoooo S !§ v 3 3 £ S R 5 S IS 8 O — O«"3VV'OOeNr7<Otr3 *-oo*-v — •— ooowo* • • • • UJOU)QinOWQU)OlflQT:<P. •s8^«'SQT:<3*R°•O-O-Cf*.|*-(^.f^OOa303oOO- 11 0 0 0 0 O 0 a o 0 O 0 0 a o __ ss 0* -O O« W<*7 0" s£ o a 0 0 o o O 0 §§ -o £! T C" c1-g 10 > i£'•i «2 o. 3.o 0"5ou_ £ iC1 g-c I B ^•£2: ^llISII11 S £ss 39ID 0a. I 7:15 AM8:15 AM&Ol^rO--QO»'jTeQCQOcoi/i oooaoooooooo oooooooooooo aoaoooaoooaa OOOOOOOOOOOO ooooaooooooo oooooooaoooo ooooooooaoao oooooooooooo otDRSai2wSin'0"0'^*inOiwooiO;_;;i(^.Tjinn oo^-o — o — — o^-oo 52§§2S8E=8§fc oooooooooaoo OOOOOOOOOOOO o ooooooooooo oooooooooooo r»^tM»-i*<— rjio-go-QQioco^-«— i^.ou5c>vor%.?5c5<T3fOCSO CNCJ<NC7<*5CJCNCN*— flrt-OON«0~CH — *-OO *- NcOO*--O52'- — ^-O* — • • • • iilliilillli mou3Otno«)QU)o«3o•5CP. 'H^'SQT^^qT. ^.n ^•r^vi*r^u3u](ou}*o<o*a asS IN^ es 0 0 O 0 o o o o a o O 0 O 0 0 0 S8— P3 « i Ss O 0 0 0 0 0 o o f- S03 2 •" <5 ^ CN ^< c'§ •s Max. ISPk. Hr. V.So 5"5£ £^(a«£ Vw *• I 1 ._• £ Ii il J2 |lo 73 M M II •S3 sS i 3JOPM<I:30PM02/86 CfiEEK SYSTEMS 0O3387D APPENDIX A PAGE 24 OF 30 El Camlno Real al College Boulevard Lane Configuration for Intersection Capacity Utilization Pk. Hr. Time Period: 7:15 AM to 8:15 AM Lane Inside Config - fjeft) uratlons Page 2 of 3 South Appf (NB) North Appr (SB) West Appr tES) ,_Eorf Appf (WB) _ Left Thru Right • Left Thru Right tefL Thru PJgjd Left Thru Right 1 1 2 1 3 1 4 5 1 1 1 1 1 Outside 7 Free-flow Lane Settings 1 2 0 Capacity 1800 4003 0 Are the North/South phases split (Y/NJ7 ' N Are the East/West phases split (Y/N)7 N 0 2 0 4003 Efficiency Lost Factor Hourly Volume Adjusted Hourly Volume UHSzation Factor Critical Factors ICU Ratio > 0.10 \A 270 14 270 1179 392 1179 0 3240 39 39 1800 0.01 0.07 0.00 0.00 0.29 0,03 0.01 0.00 0.00 0,00 0.00 0.00 0.01 0.41 0.29 0.01 0.03 0.00 LOS = Turning Movements at Intersection of: El Camlno Real and College Boulevard North Approach El Camlno Real Time: 7:15 AM to 8:1SAM Date: 7/19/95 Day: Wednesday Name: TZ & C.I. W e 3 t P P I Totals 441 Sub- totals 396 46 1S79 1571 " 392 1179 0 7 —iT t North t f 14 270 D 12 Subtotals 1198 284 Total 1482 308 Sub- totals 0 0 0o a Totols College Boulevard E a. i t A P P r South Approach Note: Left-turn volumes Include LMurra. U-turralhbofd. 02/96 SUNNY GREEK •VffBAM SYSTEMS OO3387D APPENDIX A PAGE 25 OF 30 H Camlno Real af College Boulevard Lane Configuration for Intersection Capacity Utllizalion Page 3 of 3 ^ Pk.Hr. Time Period: 3:30 PM to 4:30 PM Lane Inside 1 Config - Heft) 2 uratlons 3 4 5 6 Outside 7 Free-How Lane Settings Capacity Are the North/South phases Are the East/West phases sp Efficiency Lost Factor Hourly Volume Adjusted Hourly Volume Utilization Factor Critical Factors ICU Ratio - turning Movements at Inters Tune: Date ; Day; Name: Totals W e 3 445 t A P P r South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) Left Thru Riqht Left Thru Right Left Thru RjghL Left Thru Right 1 1 1 1 I 1 1 1 •1 ] 20020201000 1800 4COO 0 0 4XX) 0 3240 0 1800 000 split (Y/N)7 N lit (Y/W N 0.10 22 1)89 0 0 648 101 323 0 11 0 0 0 '22 1189 0 0 663 0 323 0 1) 0 0 ' 0 0.0! 0.30 0.00 0.00 0.14 O.CO 0.10 0.00 0.01 0.00 0.00 0,03 0.30 O.CO 0.10 0.00 0.00 0.50 LOS = A ectlonof: El Camlno Seal and' Collage Boulevard 3:30 PM to 4:30 PM North Approach 0 Camlno Seal 7/19/95 Wednesday 2181 Total TZ&C.I. 469 1512 Subtotals 0 Sub- ' 101 . 548 0 Sub- totals 1 | 1 totals Totals -V V "> E 112 A A a 0 323 — 3* ~ 0 , 334 0 >• A "^ ° ° f 11 — ^ 1 JC — 00 0 T North T A <i t I* ' .;22 1189 0 College Boulevard 11 Subtotals 593 1211 Total 1801 South Approach Note: Left-turn volumes Include U-turns. U-turns In bold. f SM/r CffEEK - V/l&Sl/V OJ ^J*-»^ ^a*a*n02/86 0033870 APPENDIX A PAGE 26 OF 30 al ffl oS<3 2 2 I i o g^§ 0< 1 So IDa) ^ *«'°s1 02 -6 '— OOOCiOOOOOO 000000000000 OOOOOOOOOOOD OOOOQOOOOOOO CM~f)?J^-".— r-r— ~ to wo^g^oGftSjSRji2 oooooooooooo O — OQOOOOOOO'O m « ^ "^ *o "~ *o uj PJ &y o . 5§5oSa?^Niwll"1"*^>™l~"l 000000000000 Q O O O • «•so, •MC U^Oinou)OU7OU7iif .s TI <^ 'S M T. *?. ?C ^n "^ ' o o 0 0 O O 5 "> '28 v X S ss11E2 13 2 2 ; 5 in wj CO! OOQOOJ-™oooooa OOOOOOOOOOOO OOOOCNfOOOOOOO CM t^* « 'O 2 Gj O OO OOOOOOOOOQOO —oooooooooao •"? ^gsssSSE^s; (NCN-OT — i-OOOOOOOOOOO -OI f,S 2S0.0..0.0.0.0.0.0. S l SS? 'ETJU9 eg !> n 02/96 OO3387D APPENDIX A PAGE 27 OF 30 El Camino Real at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Pag© 2 of 3 Pk, Hr, Time Period; 7:15 AM to 8:15 AM South Appr (NEO Morth Appr (S3) _ West Appr (EB)_ EgitApprWBI Left_ Jhru Right Left Thru jgght. left Thru_ Jgght Left Thru Right Lane Config- urations Inside Oefi) 1 outside Free-flow 7 Lane Settings 2 3 Capacity 3240 £000 Are the North/South phases split (Y/N)? Are th* East/West phases split (YW? Efficiency Lost Factor 0.10 Hourly Volume 762 277 Adjusted Hourly Volume 762 412 UtiBzation Factor 0.24 0.07 Critical Fosters 0,24 0 0 N N 135 0 0.00 2 3240 1S5 185 0,04 3 6000 595 804 0,13 0.13 0 0 211 0 D.CO •Ji 3240 £6 56 0.02 1 20CO 90 0.05 0,05 1 1800 61 61 0,03 t 1800 68 ES 0.03 0.03 2 40CO 43 S6 0.02 0 0 43 0 o.co 1CU Ratio = 0.55 LOS= A Turning Movements at Intersection of :H Camino Real and Faraday Avenue w e $ t A P P r Time; 7; 15 AM to 8:15 AM Date: 7/19/OS Day: Wednesday Name: M.H. & M.H. Totate 1219 6ub- rtolQli 1012 207 North Approach E! Camino Roal 1396 50 61 — 0. T 991 49 595 185 405 Subtotal^ lotol 762 277 4 716 1174 1892 North ^ t r 277 135 43 Total_ Subtotals Sub- totals 144 381 Totals 525 Farodqy Avenue A P South Approach Note : L*fMijfn volumss inelud* U-turne. U-kirnsinbold. 02/96 SUW/Y 0O3387D APPENDIX A PAGE 28 OF 30 & Camino Real at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Pk. Hr, Time Period: 4:30 PM to 5:30 PM Lane Corrfig - urations South Aftpi1 (NB) North Appf (SB) West Appf (EB) Pagfo.3 of 3 East Appr (WB) Left Thru Rjght .Left Thru^gighl Left Thru Right Left (teft) Outside 1 1 2 1 3 1 4 ! G 1 1 6 7 1 1 1 ! 1 1 1 1 11 I 1 1 1 Lane Settings 2 3 Capacity 3240 6000 Ara the North/South phases split CW? Are the East/West phases split (Y/NJ7 Efficiency Lost Factor 0.10 Hourly Volume Adjusted Hourly Volume Utilization Factor Critical Factors 0 2 3 0 0 3240 6000 0 N N 127 127 801 £0 SSI 0 93 412 93 456 43 0 3240 2000 1SCO 1800 4000 0 224 40 637 262 114 103 224 40 637 262 217 0 0.04 0.14 O.CO 0.03 0,08 O.CO 0.07 0.02 0.35 0,15 0.05 0.00 0.14 0,03 045 0.15 !CU Ratio = 0.77 LOS= C •Turning Movements crt Intersection of -.B Camino Real and Fcsrauoy Avamie W A P f> r Time: 4:30 PM to 5:30 PM Dot*; 7/19/95 Day : WodAsMday Name : HH. & M.H. Totals 1172 Sub- totals 271 901 North Appf each 0 224 40 637 — £-* ^ El Camlrio Real 1638 548 12 43 412 93 North t 1324 978 2302 1140 4 — T U4 262 127 801 SO .Total.. Subtotals Sub- totals 479 171 Totals £50 Faraday Avenge A P P r South Approach.Note; Left-Turn volumes include U-turns. U-turns in bold. 02/98 SUNNY CflEEK >Uf?BAM SYSTEMS 0033870 APPENDIX A PAGE 29 OF 30 LOCATION: OATC . 3 TIME; -# WEATHER: CITY OF CARLSBAD TRANSPORTATION DIVISION 1.- HOUR TURNING MOVEMENT COUNT t)f THF r373j •a-t PE0ESTRWS 02/86 *U#BAM SYSTEMS *OO3387D APPENDIX A PAGE 30 OF 30 u r r IV * i\ %H •A O 1 02/96 SUMMY CftEEK >UftBAA/ SYSTEMS CO3387D PAGE 1 OF 3 APPENDIX B SANDAG TRIP GENERATION RATES SUNNY •UftBAM SYSTEMS02/96 003387D APPENDIX B PAGE 2 OF 3 Sff^ — 1 San DiegoINOT soi .,L.al ASSOCIATION OFBRIEF GUJDE OF VEHICULAR TRAFFIC GENERATION RATES ^r_J GOVERNMENTS FOR THE SAN DIEGO REGION *,,. w FH, ,,,,,,,*, P^ 401 B Blunt MB.V IOQR San Diego. Calrtoinia 921 011Y1AY1S35 (619)595.5300 Fax (619)585-5305 NOT6: This listing only rapressnts a ouidfi of avar0a«. or astlmatad, traffic generation 'drfvawav1 raits and some vary general trip data for land uses (emphasis on acreage and building souara footage) in the San Oiego region. These rates sre subject to change ee future documenteUon becomes available, or as local sources are updated. For more specific information regarding traffic data and Irlp rates. LAND USE TRIP CATEGORIES [PRIMARY:D|VEHTEO:PASS-BY1» Commercial General Aviation Heliports AUTOMOBILE* Car Wash Automatic With/Food MartWith/Food Mart & Car Wash Old Service Station DesignSelas (Dealer It Repair)Auto Repair Center CEMETERY COMMERCIAL/RETAIL' Super Regional Shopping Canter {More than 60 aoraa. more than 600,000 sq, ft, w/usuaJly 3+ mojor stores} (30-60 seres. 300.000-8OO.OOO so, ft, w/usually 2-t- major stores) Community Shopping Center _. _». 110-30 acres. 100.000-300.000 sq. ft, w/usUBlly 1 major stora snd detached restaurant) Neighborhood Shopping Center (Lass than 10 acres. lass than 100.000 sq, ft, w/usually grocery stora a drug store) Specialty Retail/Strip CommercialSupermarketConvenience Market (16-16 hours)• ' <24-hours) Discount Club• Stor» Furniture StoreLumber StoreHardware/Paint Store Garden Nursery EDUCATION Junior Collage (2 yaaral nnu r»«« 8snk (Walk-In Only) With Drive-Through Orlva-Thraugtl Only Savings B Loan Drrve-Throuoft Only General Convelescent/Nursfno INDUSTRIALtndostriaVBuilness Park (twnmsitus includsdl .Industrial Park, [no earnmenililj Manufacturing/Assembly Warehousing StorageScience Research ft Development .[64:35:111 14S:40YIS1 . [SVfl'OJ(92:7:11 [76:ia-6] t73;?rV7J [92:6:3] ESTIMATED WEEKDAY VEHICLE TRIP GENERATION RATE (DRIVEWAY) 2/ecte" 12/aere. 100/flight 70/1000 so, ft" 8/acra, 3 night 7/basad aircraft" " loo/ecra" 900/slte, 800/Bcra"100/wash stair 1 50/vehicfe fueling space"1 55/vehlde fueling space" 760/station. 130/vehicle fueling spaca"60/1000 sq. ft. 300/aore. 60/»ervice stall' " 20/1000 sq. ft, 400/ecre, 20/service stafl' 5/acrtr' 9/1000 aq. ft. 30/acrs" (quadruple fates for Sunday, or daye of assembly) 40/ 1 000 sq. ft," 400/acre' 60/1000 so, ft," 600/acre' 70/1000 sq. ft, 700/acre' " 120/1000 sq. ft, 1200/acre' " 40/1OOO sq. ft, 400/acre' 160/1000 aq. ft, 2000/atre ' "500/1000 sq. ft" 700/1000 sq. ft" 80/1000 sq. It, BOO/acre" 70/ 1000 to, ft. oOO/acr. " 6/1000 sq. ft, 100/a«B"30/1000 sq.ft. 160/aer." 60/1000 so, it, 800/acre" 40/ 1 000 sq. ft, 90/acre" 2.5/student 1 00 acre*1,8/studentao/acre' 1.4/studsnt 1 1/1000 sq.ft. 50/acro'" 1,0/studant 40/acre" 1.4/sttrdsnt 14/1000 sq. ft, 60/acre" 6/child. SO/1000 sq. ft" 150/lOOOaq, It. 1000/acra'" 200/1000 so, ft. 1500/acra' 260 (125 ona-WBYl/tone' 60/1000 sq. ft. 600/acre" 1 DO (60 ona-wayl/lane" 2D/beo. 20/1000 sq. ft, 300/acra' 3/bed" 16/1000 so, h, ZOOr'acre-8/1000 sq. It. 90/Bcre' 10/1000 so, ft, 120/acra* 4/fOOO sq. ft, 60/acr»"5/1000 sq.ft. 60/aere"2/1000 sq. It, 0.2/vsult 30/acre*6/1000 sq. ft, 80/acre' HIGHEST PEAK HOUR % (plus 1N:OUT ratio) 8* 10% 4% 4* a* 8% 7%6%a* 4% 2% 2% 3% 4% 3* 4% B* 8% 1* 2% 7* 2% 3% 10* 12* 20* 26* IS* 4%6%3*Z*4* 9*;* 12*11%14% 16*8%16* (8:4) [6:4] (5:5) (5:5) (6:5) (5:5) ' (6:5) (7:31(7:3) (82) (7:3) (6:4) (6:4) (6:4) (7:3) (5:6) (6:6) (8:21 (8:4) (7:31(6:4) (8:4) (8:4) (9:11 (9:1) (8:2) [7:31(6:4) I6-.6) 17:3)(6:4)(6:5) (7:3)(6:4) (8:2)(9:1) (6:2) 17:3)IH:5) 19:1) 7%. 15% 8% B* 8% 9% 11%8%11% 8* 9% 9% 10* 11* 9*10% 8%7* 9% 10* 9*9*8% 1O% 8* 8% 14* 7»6*18* a*10*13*9%15* 10% 7* 12%12*16% 20* 16*9%14% (5:6) 16:5) (6:5)(5:5) I3.-B) [5:51(5:6)(4:9) (4:8) (6:5) 16:6) (5:5) (6:5) (6:5) (5:5)16:5) (6:5) (6:5)(6.5) 16:5) (6:5)19:8) (6^5) (3:7)13:7) 0:7) (3:71 1*7115:6) (4:e| (5:51 (S:5) (3:7) (4:6) (2:8) (2:8) (3:71 |ZB> (4*1(6:6) TRIP LENGTH (Mil..)1 io.a 12.6 2.3 6.1 5.2 3.6 4.3 B.9 ) 9.04.85.03.43.7 3.4 8.3 80 11.7 IOVESI MEWSES AGENCIES: Clllas of Carlsbad. Chula Vlsla, Corormdo, Dal Mar. B Cajon. EnclnllM. EseonoBo. Impart* Bench. U Mesa. Lemon Grovs. Nattenel Ofy.Oeeanala*, Poway, San Diaoo, San Marcos, Santee, Solana Beach. Vista ana County of San Dlago. AOVISOHYA1AJSON MEM8ES3: Ca«foml« Deoartmjnt ol Transportation, US. OepanmMll« Deferaa, S.D. Unlftod Port OtstAa era TSuana/Beja CalflomU. 02/96 SUNNY •L/ftBANSYSTEMS'-OO3387D APPENDIX B PAGE 3 OF 3 TRIP CATEGORIES ESTIMATED WEEKDAY VEHICLE TRIP 6EXEHAT7OW RATS (DRIVEWAY) HIGHEST PEAK HOUR % Ipltw IN-.OUT ratio} THIP LENGTH 8>tn**n K30-&3O A.M. B.tw,,n 3:30-8:30 P.M. (MII«]L 2% (8:2) tnnriiwi . , [i5Q-3fl-4] Hoisl (w/conwotion WBd«/iwutwrrtl MfltBl Rwort Hotal Mit fTflRV ---- i I"?'!1*''! OFFICE Standard Commercial Qfflw _ t77:19;4] (le»lh»n 1 00,000 sq. II Jlargo (Higri-ffl«) Comnwrcial Of(ic« — .., 1.82:16:3] (mots than 100,000 sq, ft. 6-*- ttwies) Ccrpwala QfBca (iinfll* tanant} ^Yotnfrnn/'"'uJ'!r'5rmrj --- [W"M-tflI Post Orfica Canti ftl/WatMn Only Community (not Including mail drop t*n*l Community (w/m«H dn>P !w»l Moil Drop Lar>« only DipaitoMflt of Motor VeWOns *Vtfcal ,-,,-- f£<*3(MnJ PAUKS ' , ,---., ., ISfi'ZP'ft) Ctry Idovatopad) Regional (daveloped) Neighborhocd/Reoionsi (undavalotiBd) AmutBrnont tTtomo] San Qtago Zaa SoBWorW RECREATION Rundi Drnar1 or PFV , „ -, , - .... ... , -- , [sj-ifj-aj Beach. taXa (1ivah -Matai) Bowling Cem*rCampground Golf Couna Mtflnas Racquatbatl/Kaoftri Club Tennii CourU Sporu FacfAtlaa Outdoor 5tadlL/mIfidaof Arent Racetrsck Theater* (muttiptex} „ _ 188-1 7-17] RFSt^Fm-flAt . _ fR^-iv?! Estate, Urban or Rural (nveraa» V2 OU/aci*) Stngtt Family D«iacri*d fawraQB 3-5 DU/&a&) Condominium (or any mufti-family less than 20 DU/acra) Apartments (or «ny multHnmily unJls mm* than 20 DU/«cra) MobiloHoma fgmffy Adults Only RaUromant Community Congragata Carv Focidry Bfar^UR^MT* , , , [S1'37-?J1 QualitySllffewn, high turnover Fast Food (w/driv«-throush) 0»licnl»»»n 17»rtv4pml •TBAnSPOKTATlOS Bus Depot Truck Terminal Transit Station frfoll) Park & Dlde Lots 10/room.300/ac« 3/ioom, 100/«:«' 8/toom, 100/acra' i ilia at* 20/1000 sq.h.,<*300/»cr8' 17/1000 aq. ft,9 600/acre* 1 0/ 1 000 >q. IU 1 B0/acr»' 30/1000 sq. ft" 90/10005(1.11." 200/tOOO iq. ft, 1300/acfB* 300/ 1000 sq- !U 200Q/ac^* 1500 (760 onfr«ay)/lane' 130/1000 sq. ft, 900/SKU8" SO/ 1 000 aq, ft, &OQ/acre' 50/scre-20/acr»' 6/Bcra'8Q/acre, 130/acrafsummof only)" 115/Bcra'80/acTfl* 600/1000 ft. ihar«Hno, 60/acre* 6Q/10Qaft,«ho(e!in«, 5/ecr*1 30/lana, 300/acr*" 4/eamps'»"8/acf«, 40/hols. BOO/COUCM" 4/b*nh, 20/8C18* " 40/1000 aq. ft, 300/acre, 40/eourt' 1 8/acrfl, 30/couri" 60/acra. 0.2/»at*30/«rr«.O.I/aeaf 40/BCT9, 0.6 HBt* BO/1000 iq. fl~ 1.8/«at' 12/dwttBirtguntf* tO/dwaffing unll" 8/dwallingunif" 6/dwoningunlf11 5/rfwofling unil. 40/*cr«~ 3/dwellhifl unrt. 20/acr«' 4/tfw*d!ng unit" 2/dwfllllnD unit" 100/1000 sq. It, 3/a«ot. 500/ac«' " 250/1000 sq.ft. 7/«est t200/acr»' - 700/1000 sq. ft»22/wai, 3000/acr«' *" 150/tOOO «q. (t, 1 1/wa.t* 25/1000 iq. ft"10/1000 sq. It, 7/tray. 80/aciB" 300/acr»"400/acra (6OO/pav*d acra)' 6=* 8% 5% 9% U% "i3% 15% 8% 6% 6% 7% 7*6% 6% 4% 7% 4%6% 3% 4% 5% Vsft 8% 6% 8% 8% 3% S% 3% 1% &*4% 9% 9% 14% 14% (6:4) (4:6} (6:4) (9:1} IfcU (9:11 (5:1) (9:1) (6:4) (5:5) (6:8) (5:4) (8:2) (7:3) (82) (3:7} (6:4) (3:7) f3:7f (2:8) (3:7) (3-.7J(3:71 (6:4) (6:4) (5:5) 10:4) (6:4) 1*81 (7:3) (7:3) 8% 9% 7% 10% 13% 14% 15% 12% 7% 9% 10% 12% 11% 10% 8% 6% 11% 8% fi% 7% 9% lift 8% 10% 10% 10% 9% 12% 10% as 8% 6*e% 3tt 8% 15%15% (6:4) (8:4) (4:fi| (2:fl) 12:S) 12:8) 11:9) (3:7) (63} (5:6} (5:5} (*61 (3;7) (8:4) (4:6) (3:7} (6:t) (6:4) (5:5) (7:3) (73) 17:3} (7:3) (7:3) (9-4)(5:4) (5:5) (7:3) (6:41(5:5) (3:7) (5:5) I3-.T) (3:7) 7-fi 1 1,2 a.a 10.0 60 8.4 5,4 8.3 6.1 7.9 4.7 * Prtmiy IOUKU S*n Diego Tnflte Qfntmon. " OtiMr »oure«*." /fit Trip iUnirvtiaa Ripen. Trig 0*n*r»tiqji R*i» |oth»r *BmcJ«i •«» puW)c»tki«jL yi/ktu* MNDAC & CALTBMte *lud«* i"M»l» utd *»l»n»ffti. ' Tit0 oalaaotV JWrcvtUQ* lllto» w» dcOy front local houiohold twv»r>. dh«n Clnnrt b* *ppg«d to *wy ip«cifte l«od u*i», and do not Indud* noivraddttit drhrtni (drill SAND* 3Novwnbn. 1990);PRIMARY - MM Mfp dktctty IwwMn arloin *nd primary d^tkutfon.DIVERTED • IlnWd trip t»a*infl on* or mor* «op« «Jo(iB »* w«y to • prinwty 4**ttftjtion) mho** t£*nn»* somf»(«d to <Hnst «bt*P«* X 1 mit«,PASS-BY • undnwttd or iftv*rt*d < 1 m)f«. Trip Iwujthl •'" »W'»8« wtighUd (or oil trie* B and from gwtenl land uu ill*. {Ml tripi »yit«nvwkt« avtrtg* Imgth - ».» rralM) FldBd eurv« .qu«ton: Ln(T)- 0,796 Ln(lt| t 6.291 ,.,„. . , .._ .. *„«. eur« MO..^ tnfTl - 0.7M MM * X» }*-«-»»»»- '*»»*«• F1(»rfcurv« Nlinlloni I - -1.109 ln(tfl +• U.B5 1 " titgi/DO, i - <J«n»»y lDU/»u»>. DU -ilw«mng«nU SUpgt«id CASS4Y lumfhwtid or dJ«rt*<l <1 mill] pMc*nt»gii ro« trip riu raductbiu onty <Jurln0 P.M. p«k p«flod {b« j«d on eM>bJn*Uwi o( local dM*/r«vf*w Mid Oth«f MUKM-): 40% 60*30% 10*20%40K o/ ff*> Wwsfa*, f.vlwd Spaciilry RntVStrip CorvnwsM Jot)*,) .ConvMl*ne* MirliitI H*ceunl Ctub/StcnFINANCIAL BK*AUTOMOBILEOUO«M SIHJOTRiSTAUrMNT QtMKtVSit-down hfgh lurnovtrf Mt Food 02/96 SYSTEMS'• PAGE 1 OF 19 APPENDIX C PROJECT PLUS EXISTING CONDITIONS INTERSECTION LEVEL OF SERVICE WORKSHEETS SUNMY >UftBAM SYSTEMS02/96 003387D APPENDIX C PAGE 2 OF 19 I-S Southbound rf Palcmor Airport Boad lane Configuration tot Intersection Capacity Utilization Page 2 of3 Pk.Hr. Time Period! South Appr (N8) North Aow (SB) West Appr (EB) . East Acer CWB) . 7:15 AM to 8:15 AM Left Thru Lone Inside 1 Config - fleft) 2 uratloru 3 4 S 6 Outside 7 free-flow Lone Setting? 0 0 Capacity 0 0 Are the North/South phases splrr (Y/N)? A/e the East/West phases spOt (Y/N)7 Efficiency Lost Factor 0.10 Hourly Volume 0 . 0 Adjusted Hourly Volume 0 0 Utilization Factor 0.00 0.00 OSIcal Factors • 0.00 CU Ratio - 0.48 Turning Movements at Intersection of : Tune: 7:1 5 AM to 8:1 S AM Date: 7/18/95 Day : Tuesday Name:M.H.!iCJ. Sub- Totals totals W e . 830 t 1446 ' 0 t 616 A P P r Right Left Thru 1 1 020 0 3240 0 N %1* 0 721 0 0 721 0 O.CO 0.22 O.OT 0.00 0.22 LOS- A A 1-5 Southbound Right Left Thru Hahl Left Thru filpht 1 1 1 1 1)1 1 1030020 ISO) 0 60CQ 0 0 40Ca Q Jf\0 ^\ 194 0 358 258 0 636 524 194 0 616 0 0 636 0 0.11 O.CO 0.10 0.03 O.CO 0.16 O.CD O.CO 0.16 ^». and Palcmcr Airport Road North Approach t-5 Southbound •" 194I -^JA 0 " _ 353 ^.f^" 258 — i "*} 0 .0 Subtotals 258 Total 253 1439 Icld 915 524 &-ib1oiq^ 0 721 "flO sufa. J. 1 jcfals Totals T ^ ^L— 524 , * -4— 6361**'' 1160 1 j 0 0 2239 North T 1079 t r* - ' •0 . 0 Palomar Airport Koad 0 E a s t Ap P•r South Approach Note: Left-turn volumes Include U-tuns. U-turralnbdd. 02/96 SUNNY CffJEEK 0033070 APPENDIX C PAGE 3 OF 19 1-5 Southbound at Pclomar Airport Road Lane Confiscation for Intersection Capacity Utilization Page 3 of 3 Pk.Hr. Time Period: 4:45 PM to 5:45 PM South Appr (NB) North Appr (S3) West Appr (EB) Eat Appr (WB) Left Tmi Right Left. Thru, jjjant left Tnru Right Left, Thru Right Lane Inside Config - Cefi) urotons Outside Free-Sow Lone Settings Capacity 1 2 3 4 S 6 7 0 0 1 1 \ 1 1 1 1 00201030 0 0 3240 0 1800 0 403D 0 1 1 0 2 0 40CO 1 0 0 Are the North/South phases split CY/N)? N Are the East/West phases split WN)? N Efficiency Last Factor O.!0 Hourly Volume 0 0 0 439 0 Adjusted Hourly Volume 0 0 0 439 0 122 122 0 65S 416 0 974 0 431 1222 43) 0 Utilization Factor Critical Factora O.CO 0.00 O.CO 0.14 O.CO 0.07 O.CO 0.14 0.03 0.03 0.14 0.00 !CU Ratio 0.00 0,03 IOS Turning Movements at Int eraectlon of :1-8 Southbound 0.14 0.00 IX. and Palomar Airport Soad Time ; 4-AS PM to Date [7/18/95 Day ; Tuesday NemB:M,H.4CJ. W 9 I t A P Pt Totals 1727 North Approach 122- . ->. —*~t 414 I • I-S Southbound 1783 641 0 0 439 414 North t r 1222 1222 431 0 laid Sub- totab 1353 597 Totals 2860 Palomcr Airport Bead 9 t A P P• r South Approach Note: Left-Jum vofumej Include U-tums. U-lumslnbofd, 02/96 SUNNY SYSTEMS OQ3337D APPENDIX C PAGE 4 OF 19 -4$. 9f 1-5 Northbound ot Paternal Airport Road lane Configuration for Intersection Capacity Utilization Pk.Hr.Tims Period: 7:15 AM to 3:15 AM Page 2 of 3 South Appr (NB) North Appr (SB) ' Weil Appr (EB) East Appr CWB) Let} Thru Right Left Thru Right Left Thru Hght left Thro Rlcht_ Lone Inside Config • fleft) urotlons Outslda Free-flow Lone Settings Capacity 1 1 \ 2 i 3 1 A 5 0 7 0 1 2 0 2000 3240 1 1 1 1 1 . 1 1 1 000130031 0 0 Q 180Q ttCO 0 0 4CCO 1803 Are the North/South phases split (Y/M7 Are the East/West phases spirt (Y/N)7 Efficiency Lost Factor 0.10 Hourly Volume 172 Adjusted Hourly Volume p Utilization Factor 0.00 Critical factors |CU Roto 0 1259 0 0 0 42 1093 0 172 1259 0 0 0 42 1093 0 0 794 0.09 0.39 0.00 0.00 O.CO 0.02 0.13 0.00 O.CO 0.13 0.39 0,03 0.02 ,\> LOS= 8 Turning Movements at Intersection of: Time:7:15AM to 3:15 AM Dote: 7/18/95 Day: Tuesday Name:T.M.&V.P. W e 3 t A P P f Totals 2101 Sub- totals 1-5 Northbound North Appr each 0 •• a . o and Paternal Airport Bead M Northbound 384 «6 0 42 1136 -JOIW3 _> "-*North f~ 342 794 **^ 0 0 Sub- totals 1134 .Totals 3483 1 t f E a t A P 172 0 12S9 Subtotals Total Palonxrr Airport Rood 1431 MSI South Approach Note: Left-turn volumes Include IMurra. U-tums!nbolci. 02/90 SUAfMY Cf?E£K •UfiBAM OO3387D APPENDIX C PAGE 5 OF 19 1-5 Northbound ot Palomar Airport Bead lane Configuration for Intersection Capacity Utilization Page 3 of 3 Fit. Hr. Tims Period: South Appr (NB) North Appr (S8) Wast Appr (E9) East Appr (WB) 4:45 PM to 5:45PM . left Thru Rlpht Left flvu Jjtoht Left Thru, Right left Thru gghj_ lane Inside 111 1 1 Conffg- Oeft) 21 11 uroHora 31 11 4 1 I Outside free-Dow/ Lono Settings Copadty 5 6 7 0 0 1 2C03 A/a the North/South phases split (Y/NJ? A;e the East/West phases split (Y/N)7 Efficiency Lost Factor Hourfy Volume Adjusted Hourly Volume Utilization Factor Ottleol Factors 0 139 0 O.CO 3 142 0.07 j\fi 1 0 32« 0 N-?tOON Jr^f* 630 0 630 0 0,19 0,00 Prfjj, 0.00 ao . 0.o' 0.00 0 0 0 0 . 0.03 1leco 2!8 213 0.12 Q.V2 3 40CO b<^y> B20 820 0.14 0 0 0 0 O.CO 0 0 0 0 0.00 3 4000 . n rVOfc U99 1459 D.25J 1 -x-<V''IBCO^X;^^ ($&*/} ^1*2 '-•^s 6055 (fl^V^ /1055 \ '0.59 ftAl '*% I a*- • K ^t-1 .f KM Ratio - '_JJ» IDS - 5/ P Turning Movements of tnteraectlon of; 1-5 Northbound and Palomar Airport Socd Time: 4:45 PM to 5:45 PM ' North Approach 1-5 Northbound Date: 7/18/95 Day: Tuesday 1275 Jotal Name; T.M. & V.P. Sufa- Totals totals W e 1639 i 2677 I 218 1038 ^ » A P Pr South Approach Note: Left-turn volumes induds IHurra. U-tumsinbdd. >i/f?BAMSYSTEMS02/88 ~ 0O3387D APPENDIX C PAGE 6 OF 19 faiaa D^ Norto ot Werner Airport Zoad Lone Configuration for Intersection Capacity UtHizatton Page 2 of 3 Pk. Hr. Time Period: 7:15 AM to 8:1 SAM South Appr (NB) North Acpf (SB) Weft Appr (EB) Eost Appr (WB) left .Thru rjgM Left Thru Jgght left Thru Right left Thru Right Lone Config- urations Inside (left) Outside Fiee-flow \ 1 2 1 3 4 5 & 7 1 1 1 1 1 1 1111 11 11 1 1 11 11 lane Settings 2 2 Capacity . 3240 4CCO Are the North/South phases split (Y/N)7 Are the East/West phasw split (Y/N)7 Efficiency Lost Factor a 10 HourlyVolume 237 104 141 'Adjusted Hourfy Volume 237 267 0 02202302-30 0 3240 40CO 0 32« 4000 0 3240- «CO 0 N N Utfflzoflon Factor OSIcal Fodora 89 28 89 42 14 0 10? 2073 124 84 -6S1 109 2199 0 84 787 124 0 0.07 0.07 O.CO 0.03 0.01 O.CD 0.03 0.37 0.03 0.03 D.13 0.00 0.07 0.03 0.37 0.03 .\U 1CU Ratio . 0.40 Turning Movements at intersection of: Pasw D«l Norte and Palomar Airport Road W e s t A P Pr Time: 7:16AM to 8:15 AM Date: 7/18/95 Day; Tuesday NamerTi&D.W. North Approach Paws Del Norta Totals 3223 449 0 89 338 Sub- totals North 105 141 ^".. f~ W 873 2327 Jp'qfa. 3200 Polonxn Airport Road South Approach Note; Left-turn volumes Include U-turra. IMumsInbold. 02/86 SVA/MY CftEEK APPENDIX C PAGE 7 OF 19 POJBO Dal Norta al Palonwr Airport Soad Lane Configurated for intersection Capacity Utilization Page 3 of 3 Pk.Hr. Time Period: •4:45 PM to 5:45 PM South Anpr (NB) North Appf (SB) WeslApprCEB) EostApeftWBl . Left Thru PJoht left Thai Right left Thru, Bght Left Thru Jgghi_ Lane frislde 1 Conflg - deft) 2 nations • 3 4 S 6 OuKde 7 Free-flow Lone Settings Capacity 1 1 2 3240 1 1 2 4CCO Are the North/South phases spUt CY/N)7 Are the East/West phases split (Y/N)7 Efficiency Last Factor Hourly Vdume Adjusted Hourly Volume Ulfeaflon Factor Critical Factors 0.10 272 272 Q.08 0.03 40 155 0.04 1 0 0 N N 115 0 O.CO •1 1 2 3240 157 157 0.05 1 1 2 4CCO 72 145 0.04 0.04 1 • 0 0 93 0 0.00- 1 1 2 3240 119 119 0.04 0.04 1 1 ! 3 6CCO xA8tw946 1192 0.20 1 1 1 0 2 0 3240 244 269 0 289 0.00 0.09 1 1 1 3 .4CCO . XV+& ^\qo 2047 2153 0.34 0*5- 1 0 0 106d 0;00 ICU Ratio • Turning Movements at Interjection of : lima : 4:45 PM io LOS- B ,,n fossa Do! Norio and Palomar Airport Road Dale : 7/13/95 Day 5 Tuesday Name : Ti & D.W. North Approach Pasea Dal Norte 572 W Totals 3738 Sub- totals 2427 1311 .93 322 0 72 157 250 Sub- totals 119 J>46 244 t '2442 North f"~289 27 Totals 3487 272 400 Subtotals 580 427 .Tote! 1007 t r40 115 1245 Paloma/A/rportSoad South Approach Note: Left-tun volumes include U-tums. U-fumsfnbold. ' 02/96 •UffBAM SYSTEMS > 0033870 APPENDIX C PAGE 8 OF 19 College Boulevard ol Polomar Airport Road Lane Configuration (of intersection Copacity Utilization . Page 2 of 3 Pk. Hf. Tune PeHod: 7:30AM to S;30AM South Appr(NB) North Appr (SB) WestAppr(EB) Eost Appr (WB1_ left _Ttvu filghl Left Thru Right Left Thru Jjighl Left Thru Right Lana Config- urations Inside (left) Outside 7 Free-tow Lone Settings Capacity . 0 0 0 0 Are the North/South phases split (V/W? Are the East/West phases split (Y/NJ7 Effldsncy lost Factor Hourly Volume Adjusted Hourly Volume Utilization factor Critical Factors 0.10 0 0 0 0 0.00 0.00 0.00 0 0 N N 0 0 0.00 1 1803 tA 44 0.02 0 0 0ao.co 2 3240 ft*'T U3 113 0.03 0,03 2 3240 W 715 715 0.22 0.22 3 6000 1 I\ V*1^5 .J377 V377 0.23 • 11 1 laco 0 0 0.00 2 3240 3 3 0.00 3 6033 •fl?p® ?£& 0.13 CM3 1 1800 13 13 0.0! !CU Ratio . Turning Movements at Intersection of: ' • Tlme:7:30AM to 8:30 AM Oats: 7/19/96 Day: Wednesday Name: T.M. & O.W. 103- A A Collage Boulevard North Approach W 8 i i A P P r Tofds 2954 Sub- totals 864 2092 1 715 and Palomar Airport Soad Callage Boulevard p«*9l1- '• 113 J -<| 0 D 157 • 0 1 t North t 0 0 884 0 44 l» 1* 0 727 Sub- totals 766 M24 Jofals 2190 Palomar Airport Soad E a 3 t A P P r. South Approach Note: Left-turn volumes hdude U-lums, U-iurohbold. 02/86 SUATMY Cf?EEK •UftBAM SYSTEMS 0O338/D APPENDIX C PAGE 9 OF 19 Collage Boulavard at Palamar Airport Scad Lane Configuration tor Intersection Capacity UTifeatlon Page 3 of 3 Pk. Hr. Time Period: 4:45 PM to 5:45 PM Lane Inside 1 Conflg - fleft) 2 urdiora 3 South ApprtNB) North Appr (SS) WeslApprffB) EastApprftVB) Left Thru Right Left Thru Right left Thru Right Left Thru jlght £ 4 Outside 7 Free- flow Lane Settings 0 0 Capacity , 0 0 A/e the North/South phases split pf/Ntt A/e the East/West phases spirt (Y/N57 Efficiency Lost Factor 0. 10 Hourly Volume 0 .0 Adjusted Hourly Volume 0 0 Utilization Factor 0.00 0.00 Critlcd Factors 0.00 0 0 M N 0 0 0.00 ] 18CO 19 19 0.01 0 0 0 0 0,00 2 3240 ±\tf 635 635 0.20 0.20 2 3240 141 141 0.04 0.04 1 3 6300 «^o\0- 953 0.15 ] 1 1800 0 0 0.00 2 3240 1 1 0.00 1 3 6000 l«tf" IMS ' 0.27 0.27 1 1 1800 40 ' 40 0.02 ICU Ratio <• OW•tfr LOS - B Turning Movements at Intersection of: Collogo Boulevard and Polomar Airport Road Time : 4:45 PM to 5:45 PM Date : 7/19/95 Day : Wednesday Name : T.M. & D.W, North Approach Collage Boulevard 829 w Totals 3351 Total Subtotals: —Sub- totals j 1*S'S I486 1 1 Totals 2630 000 0 Subtotals 0 0 Total 0 944 Palomar Airport Road South Approach Note : Left-turn volumes Include U-turns. U-turns!nbold. 02/96 SUNMY CffEEK >Uf?BAM 0O3387D APPENDIX C PAGE 10 OF 19 H Camlno Boat at Palomar Airport Road Lane Configuration for Intersection Capacity Utilization Page 2 of 3 Pk. Hr. Time Period: 7:16AM to B:15AM South Appr (NB) North Apor (SB) Wast Appr(EB) . East Appr (WB) Left Thru Right Left Thru Right Left Thru Right Left Thru Rjghj_ Lane Config - uratlons hide C«TO ' Cutdde Free-flow 1 1 1 2 I 1 3 1 1 A 1 1 5 11 4 7 1 1 1 1 1 1 1 1 1 ) 11 ' j LaneSetfings 131 2 3 1 2 3 02 3 j Capacity ' 1803 4000 1800 3240 6000 1800 3240 6COO 0 324Q 6CQO 1803 Are the North/South phases split (Y/N)7 N Are the East/West phases split (Y/N)7 N Efficiency Lost Factor Hourly Volume Adjusted Hourly Volume Utilization Factor Critical Factors 0.1D >l ^ *V> *\\ i'"\ 113 481 663 29] 28) 125 224 462 182 357 773 432 113 1055 334 29) 28) 125 224 '844 0 357 773 314 0.06 0.17 0.19 0.09 O.CS 0.07 0.07 0.14 0.00 0.11 0.13 0.18 0.19 ^S9 O.M 0.11 ICU Ratio LOS - B Turning Movements at Intersection of: H Camlno R»al and PalomaiAliparl Bead ' Time: 7:15 AM to 8:15AM Date: 7/20/96 Day .'Thursday Name: T.M. & CJ. W e 3 t A P •Pr Totals 2079 Sub- totals 1011 1068 North Approach B Camlno a«al 2234 0 224 .182 tf-4 697 125 ' 281 29 f North t tort t f Subtotals Total 113 681 6oS a ^-T-A 820 1462 2232 1537 632 773 357 Totot Subtotals Sub- totals .1742 1621 PaJomar Airport Road 3383 South Approach Note: Left-turn volumes Include U-tums. LMumslnbdd. 02/86 SUMNY CffEEK > URBANSYSTEMS* 003337D APPENDIX C PAGE 11 OF 19 EJ Comfno StaaS at Paloma; Airport Bead Ions Configuration for Intersection Capacity Utilization Page Oof 3 Pfc.Hr.7me Period: 4:30 PM to 6:30 PM South Appr (NB) North Appr (S8) West Appr (EB) Eost Appr tWB) Laft Thru Right Uft Thru Right left Thai Right US Thru Right Lane Inside 1 1 Conflg - deft) 2 uratlons 3 4 5 6 Outside 7 Free-flow Lane Settings 1 Capacity 1300 1 1 1 3 6COO Are the North/South phases split 07N37 Are the East/West phases split <Y/N)7 EfSdeocy Lost Factor 0.10 Hourfy Volume 6) Adjusted Hourly Volume 61 Utfcatlon Factor 0.03 Critical Factors $ 463 0X18 1 1 1800 N N 598 299 0.17 0.17 1 1 2 3243 670 670 0.21 0.21 1 1 1 3 6000 493 480 0.06 1 1 1800 108 108 0.04 1 1 2 3240 305 306 0.09 1 1 1 3 6000 1171 1249 0.21 0.21 1 0 0 78 0 0.03 1 1 2 3240 379 379 0.12 0.12 1 1 1 3 6003 619 619 0.10 '1 ) 1800 303 1515 0.08 CU Ratio - Turning Movements at Intersection of: Time: 4:30 PM to 5:30 PM Date: 7/20/95 Day: Thursday Name: T.M. 81 C.I. W e s t A P Pr LOS B Comlno J(»al and Palomar Airport Road North Approach B Carnlno Jtoal 2331 ,-A •1 l 1258 480 670 1171 78 61 0 t North t North Subtotals Total 936 463 598KTl 1122 1073 | lolofa Total Subtotals Sub- totals Totals 303' 619 379 3740 1301 2439 Paiomar Airport Rood 2058 South Approach Note: Left-turn volumes Include U-tu/ru. LHurrslnbdd. 02/96 SUMNY CREEK •UffBAM SYSTEMS OO3387D APPENDIX C PAGE 12 OF 19 El Camlno Rsa! ar Carlsbad Vlllcg* Drive Lans tonfini irrrtinn fnr Intartsrtinn rrmnnfty i »»«•»"xjyip i VI Pk, Hr, Tims Period ; 7s1SAM io 8;15AM South Appr (N3),.. North Appr (SB) West Apjjr <EB) Loft Thru PighlJjjjJhru Rigl'it ^jafl Tiiiu. Right ..Le;ft_ inru Lario Conflg • urations IruWe 2 3 4 6 6 Outside 7 Free-flow Lone Settings 1 3 Capacity 1800 60CO Are the North/South phases split <Y/N)7 Are the east/West phases split (V/N)1? Efficiency Losf Facto? 0.10 \*& Hourly Volume AA5 38 452 Adjusted Hourly Volume 33 172 1 0 0 N N }4 0 1 1800 11 71 3 6000 1083 1144 0 0 61 0 1 1800 TOO 100 2 -3000 57 112 0 0 55 D 1 1800 51 51 2 4000 252 453 0 0 201 UfifeatiOn Factor Critical factors 0.02 0.03 O.CQ 0,04 0.19 O.CO 0.06 0.03 0,00 0,03 0.11 000 0,02 0.19 004 0,11 ICU Ratio =» Tumhg Movs/nanfs at Werseeflon cf ; LOS = A Ar El Comlno Reel and Carlsbad Village Drlvir 8:15 AM Date: 7/26/95 Doy: Tuesday ! V.P. & M.H. Sub- Totek W 351 212 P P f North Approich 67 55 i,\ Subtotals Total 1189 t £1 Camins !5ao| 1975 1216±\e> & 10&3 72 38 0 1693 North 462 14 -V 8 604 759 All 252 S! Sub- totals 501 Totai3_ CcflsbacJ Village Drive E a $ t A PPf Sauth Approach Ncte ; Lftft-turn yalgrne? include u-turns. U-turnsinboid. 02/96 SIMMY CflEEK SYSTEMS OO3337D APPENDIX C PAGE 13 OF 19 El Camlno Real at Carlsbad Village Drive Lane Contigurotfon for Intersection Capacity Utilization Pk. Kr. Time Period: 4:30 PM to 5:30 PM South Appr (N6) North Appr(S8) WestAppr(EB) EgstApptQA/g) Lfef) Thru gjeht Left Thru Right Lgg_r.Thru ^ight Left jThnj Right Lans Inside 1 1 Config- (left) 2 1 urotions 3 1 4 1 5 6 Outside 7 Re^-flow Lane Seftinfls Capacity t 3 1800 £000 Are the North/South phases spirt (Y/N)7 Are the East/West phase* split <Y/N)7 Efficiency Lost Factor Hourly Volume ^ Actuated Hourly Volume Utilization factor Critical Footers 0.10 .M -^137 1044 137 165 0.08 0.03 0,08 1 1 0 0 N N Jf\\a 64 0 0,00 1 1 1800 244 244 0.14 1 1 1 3 6000 .\$ 1 565 682 0.11 0.11 1 0 0 117 0 0,00 1 1 1800 221 221 0.12 0.1J 1 1 2 4000 .- 306 336 0.08 ! 0 0 «7$?\& 32 0o.co 1 1 1500 4-Al 15 15 0,0] 11 2 4CCO 1 1)5 245 0.06 o,c/- 1 0 0 130 0 0,CO , 0^7!CU Rotio turning Movements of Intersection af: Tune: 4:30 PM to 5;30PM Dote: 7/26/95 Day: Tuesday Nome: V.P. & M.H. LOS El Camlno Rual and CarlsDad Village Drive W e $ t A P Pr North Approach fi Camlno Real 233.1 Totals 037 tuntofols««-M« 368 659 926 •f5'7 10in rrr nn 1405 221 306 32 North A + f~- 130 115 IS 612 1044 64 1246 • 260 60S Carlsbad Vtlloge Drive 845 E a A p P Total 1857 South Approach Noti?: Left-turn volumes include U-turns. U-turnsinbold. 02/86 St/A/A/y CffEEK *affBAM$Y$r£MS> 0O33S7D APPENDIX C PAGE 14 OF 19 B Camltw R«il nl TamaroekAvsnua Lane Configuration (or WeisecUon Capacity Utilization Pic Hr. Time Period: 710AM to 803AM Lano hsld9 Ciififig Ooft) uaflons Page 2 of 3 South Appr (NS) North Appf (SB) Wast Appr (£8) _. . 6<M> Appf (WB) Uft Thru: Right Left Thm. Right Uft Th/u_ Right _lgft_ ftvu Right I I 1I 1 . 1 . 1 1 1 1 1 1 Outdda ffSa-tlOW 6 4 7 Laps Settings 1 Capacity . 1800 A Am jfie North/South phcses split (Y/N)7 Are the EastAVsst phases split (Y/N)? N £flldency!.oitfoctw 0,10 4-A5 ^.\ Houly Volume 23 313 33Adjusted Houtly Volume 29 313 30 Utlferfion Fooler Crfficol Faclorj 0.02 1 SCO 1 BOD 4X0 0 1203 2CCD 1600 1800 4X0 0 •+T71227 25 .62 34 9 1252 0 «2 34 201 222 33 201 265 0 0.02 0.08 0.02 0.01 0.31 0,00 0.03 0,02 O.C6 0.11 O.Qb O.CO 0,31 O.CS 0.11 ,»7- CV Roils - ftW 1.O5- 1 rJiwrgTsrovomuiw ffl rBTT We 8 f A P Pr -0:COAM Dots,•?/) 1/95Day: Tusiday Name : LM. & D.W. u wirrano xaci (iu.;i,Ai4Jv6t!r "onT -nCuiiiiJiunuul 459 Totol Sufa- lotaB -J Tofott 631 Tomorack Avenue South Approach Nd»: Uft-4um volumet IneJuds U-turra, U-lutw h b«!<i 02/98 SUNNY CREEK •VffBA/V SYSTEMS* 0033&7D APPENDIX C PAGE 15 OF 19 B Ccmlno Real at Tamarack Avsnus lane Configuration to Intersection Capacity Utilization PK. Hr. Time Period; 4WPM to 5:30 PM Soulh Appr CMS) _ North Aopr SB] Pflgs 3 of 3 West Appl (£8) East Apor (WB) left Ttvu Right Ufl gghi- Left ftvy. Right Ufl thru Right Lone Config- urations Inside Jeft) Oufdde Free-flow 1 1 2 3 A 5 4 7 1 1 1 1 ' 1 1 t 1 11 111 1 tons Settings I 2 1 1 2 0 Capacity 1KO 4OO 18CO 18CO 4XD 0 &m )K« KLvlh«^ ith pk™«. ^-J» (V/K.TJ W A/e the East/West phases s^ff (V/N)7 N EfSdencyUaJFoctcr 0.10 .iA1*0 .^1? -^V/ HourfyVoiume • «U, US 1281 !?! 33 431 4i " "* < IB -Irtrti 11112018CO 203) ISO) 18CO 4000 0 Adjusted Howiy Volume UtlSzcrHon Facto; Crttlool Focrora ICURotlo 0.& Tufnhg Movsrnsnts cf He'sscJIon of : US 1281 191 33 J77 OO& 0.32 O.)l 0.03 0.12 0.03 0.32 0.02 LOS S Camlno Real 43 iCO 55 48 « 21 jQ 203 S5 « 114 0 0^2 0.10 0.03 Qj» 0,03 0.00 0.10 OM and Tamarack Avonua 18 6:30 PM Oato: 7/11/95 North Approooh HCaminoSsat W e Total __ Sub-teteb 423 TotoJi £07 •Tamafoe!<Avoni» £ aS t A P P r 2142 South Approach Note: Left-turn volumes hduda IHuns. IMurrainbold. 02/96 SUNNY Cf?E£K SYSTEMS* OO33S7D APPENDIX C PAGE 16 OF 19 II fl \ °H 1 I 02/86 >Vf?BAM 0O3387D APPENDIX C PAGE 17 OF 19 a camlno Real ot Faraday Avenus Lane Configuration for Intersection Capacity Utilization Page 2 Pk, Hr,Tims Period; 7:15 AM to 8:15AM South Appr (NEft North Appr (S8) Werf Appr (SB) £o,t Appr (WB) J.6ft Thru Right Left Thru Right left.'Thrui_.Right Left Thru Right Lane ln$ide 1 1 Config- deft) 2 1 urations -3 4 5 6 ouisde 7' Free-flow lane Settings 2 Capacity 3240 1 1 1 3 4000 Are tha North/South phases spflt 07 N)? Are th* East/West phases split WN)? Efficiency Lest Factor O.lo Hourly Volume 762 Adjusted Houiiy Volume 7*2 UtiBzatloji Factor 0.24 Critical factor* 0,34 , & i!2 0,07 . 1 0 0 N N 136 0 0.05 1 1 •'I 32* 186 1S5 0,06 1 1 1 3 60CO <^\ <-> 695 804 0.13 0.13 1 0 0 211 0 0.00 1 2 3240 £6 54 0.02 1 1 2000 90 90 0.06 0.06 1 1 1800 61 61 0.03 1 1 1800 68 ES 0.03 0,03 1 1 2 4000 43 £4. 0.02 1 0 0 43 0 0.00 1CU Soflc = 0.56 LQSs Turning Movements of Intersection of: Tim9;7;15AMto and Foradoy Avenue Date: Day: Wednesday Name:M.H.&M.H. North Approach ' - 991 El Camino Real W e $ t A P P Tctals 1219 Sub- totola 1012 207 1396 £9 185 405 _J^ 90 North 4_<- f~ 43 5S t r 762 277 135 4 5UD- torats 144 381 lOfdta 525 Fcjra^oy Avenue E a s t A P P r SubtoTali, loto! 7l«1174 1 892 Sooth Approach Note'. UfMum volume* Include U-tumsinbold. 02/96 SUNNY CffZEK -UftBA/V SYSTEMS • OO3387D APPENDIX C PAGE 18 OF 19 El Camino Real at Faraday Avenue Lane Configuration for Intersection Capacity Utilization Pk.Hr. Time Period; 430PM to 6:30 PM ..South APE* (NB) North Appr(S8) ._West App^ (EB) Pago 3 of 3 East Aour (W6? left Jnnj Right Lefi Thru RigM Left Tnru Right Left Jhfu Right Lane Corifig - urafions Inside l deft) 2 4 5 6 Outside 7 free-flow Lane~SettlnQs~~" 2 3 0 2 3 Capacity 3240 6CCQ 0 3240 6000 Ars 1he North/South phases split OW? N Are the East/West phases split (Y/NJ7 N Efficiency Lost Factor 0,10 127 127 0.04 \1 -1 Hourly Volume Adjiwted Hourly Volume Utilization Factor Critical Factors 801 851 £0 0 0 3240 2000 18CO 18CQ 4X0 0 93 "412 43 224 40 637 2«2 114 103 93 455 224 40 637 2i2 217 0 O.W 0.00 0.03 0,03 0,00 0.07 0.02 0.35 0.15 0.05 O.CO 0.14 0,03 045 0.15 0.77!CU Ratio Turning Movements at Intersection of : LOS 1 1 Camino Real end faraday Avenue w e s t A P P r Time: 4:30 PM to 5:30 PM Dato: 7/19/95 Day! W*dn*3day . Name : M.H. & M.H. Totals 1172 Sub- total*. 271 901 North Approooh B Camino B&fcl 1683 12 224 40 637 43 127 1324 548 H^0 412 North 6014-1 <q 078 60 1140 103 t!4 242 TotaL Subtofafs totab 479 171 Totois iSO Faraday Avenue E o 9 I A P P r 2302 South Approach Note; lerr-furn volume? includeU-lurns. 02/86 • UftBAM SYSTEMS < OO3387D APPENDIX C PAGE 19 OF 19 1 i 02/96 SUNNY CREEK *Uf?BAN SYSTEMS*OO33S7D PAGE 1 OF 4 APPENDIX D PROJECT DRIVEWAY / COLLEGE BOULEVARD BUILDOUT EVALUATION CffEEK •UftBAM SYSTEMS*02/96 003387D PAGE 2 OF 4 APPENDIX D PM PEAK HOUR TRAFFIC WITH SUNNY CREEK COLLEGE BOULEVARD AT PROJECT DRIVEWAY Sunny Creek Shopping Center The Terrace at Sunny Creek LEGEND XXXX • PM PEAI< HOOR TRAFFIC XX.XXX • AVERAGE DAILY TRAFFIC (ADT) 02/96 G171A SYC-AD2 SUA/NY •UflBAM SYSTEMS - 003387D PAGE 3 OF 4 APPENDIX D 02/96 Q171A SYC-AD3 BUILDOUT PM PEAK HOUR I.C.U. 455 ... 455 523 1800 40 1800 583 1800 25 1800 0.25 0.05 MIN. 0.29 0.05 MIN. 0.10 LOST TIME 0.74 >U/?BAM SYSTEMS - N NO SCAUE 0O33ff7D APPENDIX D PAGE 4 OF 4 Traffic Manual TRAFFIC SIGNALS AND LIGHTING Figure 9-4 TRAFFIC SIGNAL WARRANTS Buildout ADT - College Boulevard / Sunny Creek Center Driveway (Based on Estimated Average Daily Traffic - See Note) 9-9 •1-1992 URBAN RURAL 40 + MPH . 1. Minimum Vehicular Snfisfind X NM Snti-sfifiH Number of lanes for approach Major Street 1 moving traffic on each Minor Street 1 1 (2 }or ntors _ 2 or more 2. Interuption of Continuous traffic <?,iti«:fisd ^ No* Sntlsfisrf Number of lanes for approach Ma]or Street 1 1 3. Combination S^fWTeH moving traffic on each Minor Street 1 1 v.2Jnr mor« 5 or rn°re Nnt SnHsfTBd No one warrant satisfied, but following warrants fulfilled 80% or more 1 2 Minimum Requirements EADT Vehicles per day on major street (total of both approaches) College Blvd. Urban Rural 8,000 5,600 9,600 6,720 9,800 )6.720| 8,000 5,600 19,500 ADT Vehicles per day on major street (total of both approaches) Urban Rural 12,000 8,400 14,400 10,080 14,400. |1Q.080| 12,000 8,400 19,500 ADT 2 Warrants Vehicles per day on higher— volume minor street approach (one direction only) Driveway Urban Rural 2,400 1,680 2,400 1,680 3.200 |2,240| 3,200 2,240 5,500 ADT Vehicles per day on highei — volume minor street approach (one direction only) Urban Rural 1,200 350 1,200 850 1.600 J1.120J 1,600 1,120 5,500 ADT • 2 Warrants 02/96 G171A SYC-AD4 CffEEK