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Home My WebLink AboutLCPA 95-07; CARLSBAD BY THE SEA LUTHERAN HOME; TRANSPORTATION ANALYSIS; 1995-06-06, TRANSPORTATION ANALYSIS for CARLSBAD BY THE SEA Prepared for CALIFORNIA LUTHERAN HOMES December 21 , 1994 Revised -February 17, 1995 Revised -April 27, 1995 Revised -June 6, 1995 URBAN SYSTEMS ASSOCIATES, .INC. PLANNII\JG & TRAFFIC ENGINEERING, MARKETING & PROJECT SUPPORT CONSULTANTS TO INDUSTRY AND GOVERNMENT 4540 Kearny Villa Road, Suite 106 San Diego, California 92123-1573 (619) 560-4911 TABLE OF CONTENTS INTRODUCTION ............................................................ 1 EXISTING CONDITIONS EVALUATION ........................................... 4 PROJECT TRIP GENERATION, DISTRIBUTION AND ASSIGNMENT .................... 12 PROJECT PLUS EXISTING CONDITIONS EVALUATION ............................. 18 PARKING EVALUATION ..................................................... 25 CONCLUSIONS AND RECOMMENDATIONS ...................................... 29 APPENDICES ............................................................. 32 002494 CARLBS.RPT/1 SE , ♦ LIST OF FIGURES FIGURE 1 PROJECT LOCATION ............................. ; ........... 2 FIGURE 2 1994 AVERAGE DAILY TRAFFIC (ADTI ............................ 5 FIGURE 3 1994 EXISTING AM PEAK HOUR TRAFFIC ......................... 6 FIGURE 4 1994 EXISTING PM PEAK HOUR TRAFFIC ......................... 7 FIGURE 5 EXISTING TRAFFIC CONTROLS IN THE PROJECT AREA .............. 8 FIGURE 6 PROJECT ONLY ADT TRAFFIC AND DIRECTIONAL DISTRIBUTION PERCENTAGES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 FIGURE 7 PROJECT ONLY AM PEAK HOUR TRAFFIC . . . . . . . . . . . . . . . . . . . . . . . 16 FIGURE 8 PROJECT ONLY PM PEAK HOUR TRAFFIC ....................... 17 FIGURE 9 PROJECT+ EXISTING ADT TRAFFIC ............................ 19 FIGURE 10 PROJECT+ EXISTING AM PEAK HOUR TRAFFIC ................... 20 FIGURE 11 PROJECT + EXISTING PM PEAK HOUR TRAFFIC . . . . . . . . . . . . . . . . . . . 21 FIGURE 12 EXISTING PARKING SPACES .................................. 26 FIGURE 13 FUTURE PARKING SPACES ................................... 27 002494 ii CARLBS.RPT/1 SE t LIST OF TABLES TABLE 1 1994 EXISTING STREET SEGMENT LOS (PEAK HOUR ANALYSIS) ....... 9 TABLE 2 1994 EXISTING INTERSECTION LOS . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 O TABLE 3 EXISTING TRIP GENERATION ................................. 13 TABLE 4 PROJECT+ EXISTING STREET SEGMENT LOS (PEAK HOUR ANALYSIS) 22 TABLE 5 PROJECT+ EXISTING INTERSECTION LOS ....................... 24 LIST OF APPENDICES APPENDIX A EXISTING CONDITIONS COUNT SUMMARIES AND LOS WORKSHEETS ......................................... 32-64 APPENDIX B SANDAG TRIP GENERATION TABLE . . . . . . . . . . . . . . . . . . . . . . . . . 65-67 APPENDIX C PROJECT+ EXISTING LOS WORKSHEETS . . . . . . . . . . . . . . . . . . . . 68-74 APPENDIX D EMPLOYMENT AND PARKING TABULATIONS . . . . . . . . . . . . . . . . . . 75-77 002494 iii CARLBS.RPT/1 SE INTRODUCTION TRANSPORTATION ANALYSIS FOR CARLSBAD BY THE SEA U rban Systems Associates, Inc., was retained by California Lutheran Homes to determine the possible traffic and parking impacts for their project, Carlsbad by the Sea, in the City of Carlsbad. Figure 1, shows the location of the project with respect to the Carlsbad community. The project replaces the existing Carlsbad by the Sea retirement and care facility of 102 living units and a 59 bed skilled nursing facility with 162 living units, a 33 bed nursing facility, and two visitor dwelling units. This transportation analysis evaluates existing average daily traffic volumes on adjacent streets and peak hour traffic volumes at adjacent intersections. Existing traffic volume counts at nearby locations were obtained and evaluated and compared to project traffic adde~d to existing traffic, to determine the project direct impac~s. 002494 1 CARLBS.RPT/1 SE SOURCE BASE MAP FROM AERIAL FOTO-MAP BOOK AUGUST 1986 FIGURE 1 PROJECT LOCATION VISIA WAY FWY◊ J ~ NO SCALE CARLSBAD BY THE SEA -.....1-21-04---------URBAN SYS TEMS-------0,-t2_1.?._'4B-,_,-.-' 2 USED WITH PERMISSION FROM• AERIAL FOTOBANK, INC. I , CARLSBAD BY THE SEA Revised -June 6, 1995 URBAN SYSTEMS ASSOCIATES, INC. Parking was also evaluated. Existing on and off street parking tabulations are provided and compared to parking proposed with the project. This report is divided into the following sections: Introduction Existing Conditions Evaluation The Project Trip Generation Distribution and Assignment Project Plus Existing Conditions Eva~uation Parking Evaluation Conclusions and Recommendations As a result of this evaluation, it has been-determined that the Carlsbad by the Sea Project is expected to have a minimal, non-significant traffic impact to adjacent street segments and intersections. Project impacts to parking are also expected to be insignificant since both on street and off-street parking availability would be increased, and off-street parking should be more than adequate for employees and residents of the project. 002494 3 CARLBS.RPT/1 BE ,CARLSBAD BY THE SEA Revised -June 6, 1995 EXISTING CONDITIONS EVALUATION URBAN SYSTEMS ASSOCIATES, INC. Existing average daily traffic (ADT) volumes for 1994 were obtained from the City of Carlsbad Engineering Department for streets adjacent to the project location. Figure 2 shows the average daily traffic volumes. Morning and afternoon peak hour traffic counts were obtained at adjacent intersections and are shown in Figures 3 and 4. An inventory of existing traffic controls in the area are shown in Figure 5. As shown, adjacent to the project only one intersection currently has a traffic signal control. Other adjacent intersections have stop sign control, or no control. The City of Carlsbad Growth Management Plan Performance Standard for street segments and intersections requires that peak hour levels of service do not exceed Level 11D11 during those times. Table 1 shows existing street segment peak hour levels of service on adjacent streets. As shown all street segments currently operate at level of service "A", and therefore no mitigation for existing conditions or street segments is needed. Table 2 shows existing intersection levels of service. As shown, all adjacent intersections currently operate at level of service "A", so that no mitigation is needed for existing conditions. 002494 4 CARLBS.RPT/1 BE .•.,--------------------------- 1,630 (Monday) 800 (Friday) 1,200 (Friday) ..., (1) (1) i.. ..., ff.) ~ ~ i... a:l c., 1,400 (Friday) 820 (Friday) . . . . . . . ......... . . . . . . . . . :--'.:::: 2,000 : :: : : >-:; :CS_o~urd_ay) : --: ...... 19,300 (Sunday) 17,650 (Sunday) Beech Avenue Christiansen Wa Grand Avenue -------------0 LEGEND ..., (1) (1) i.. ..., ff.) s:: a:l (1) C) 0 XX,XXX • SOURCE• CITY OF CARLSBAD .... XX,XXX • SOURCE• SANOAG 1994 TRAFFIC FLOW MAP 1--------_-_ :-----1 • PROJECT AREA i.. ~ Q) 3 0 : 18,200 ttl .s:i tll i: ttl u 13,000 Carlsbad Village Drive Oak Avenue FIGURE 2 ..., Q) Q) i.. ..., ff.) s:: 0 ..., CID s:: :.a tll ttl ;;=: 1994 A VERA GE DAILY TRAFFIC <ADT) -0 ttl 0 s... -.; 0:: r:... U) ~ ~ ' ~ NO SCALE I- cARLSBAo BY THE SEA '2-,e5--------URBAN SYSTEMS---------.,,,,, G150A CBTC·2 5 00.24.94 ~ r~ ,~,,,.-----------------------------------... 25 5 ' " 20 5 i" 15 5 '-10 1 10 15 310 15 '-2 ' " i " '-20 ; ' " -+-0 '-s ,10 t ( 15 15 '-.15 ,r-15 t ( 15 15 ,rs t ( 10 5 ..., Q) Q) s... ..., lf.! C ttl Q) 0 0 -+-15 5J..., tr 5J 15-+-~ 5-+-s... ..., 1 0 15, Cfj ~ -~ ...., s... ct) c-., . . ........... . . . ..... . . . -.-.. · ... . . . . . . . . . . . . . . . . . . . . . ........... . . . . . . . . . . . . -0 ttl ,.0 rl'l s... ttl t..) ,rs Beech Avenue )o t ( 260 Christiansen Way Grand Avenue Carlsbad Village Drive Oak Avenue FIGURE 3 1994 EXISTING AM PEAK HOUR TRAFFIC CARLSBAD BY THE SEA ..., Q) Cl} s... ..., Cfj C 0 ..., tlO C :a rl'l ttl ;;:: -0 ttl 0 s... ·-ctl Cl:! [';,:.. Cfj o?l E-< J ~ NO SCALE I ""'5-,9-5 --------URBAN SYSTEMS-----------' G150A CBTC-3 6 0024.94 1'-,.,,...---------------------------------- t f 30 10 ..., Q) Q) 1-, ..., t/J s:: a:! Q) 0 0 "-10 ,r-10 tf 10 5 10J "\ t ( 1__... 20 5 10, 625 . . . . ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . ... . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . "O (t) ..Cl rn i: (t) u Beech Avenue Christiansen Wa Grand Avenue Carlsbad Village Drive Oak Avenue FIGURE 4 1994 EXISTING PM PEAK HOUR TRAFFIC CARLSBAD BY THE SEA ..., Q) Q) 1-, _, t/J s:: 0 _, QD .S ..c:: rn (t) i,:: "O ro 0 ..::: •itj 0:: r:.. t/J ~ ~ i ® NO SCALE I· ..... e-,e-s --------URBAN SYSTEMS---------__, G150A CBTC-4 7 0024.94 1• ,J,--------------------------------------- LEGEND -.- -r ~-----+-------1-~------.;;B.;,ee;,;c;,;,h;..;,;A;.;.ve;;;n;,;u;,;;e;....- ..L ~ ~ -.- .;,L· ~-:--.-..L ..., Q) Q) i... ..., rn i:: ctl Q) t) 0 ~ -.- ..L Q) s... ..., if.) ......... . . . . . . . ....... . . . . . . . -0 ctl .D rn "i: ctl u Christiansen W a Grand Avenue Carlsbad Village Drive ..., Q) Q) i... --.J Oak Avenue Yl .... ,-----------+-------....;..----------1 ..L C: 0 ..., t,I) C: :.a rn a:l i;:: -r • STOP SIGN -$-• EXISTING SIGNAL LOCATION ' \V I . ... ·. ·. · ... ·.I • PROJECT AREA NO SCALE FIGURE 5 I EXISTING TRAFFIC CONTROLS IN THE PROJECT AREA CARLSBAO BY THE SEA ',2-,s-4 --------URBAN SYSTEMS---------" G151A CBTC-5 8 0024fl4 TABLE 1 1994 EXISTING STREET SEGMENT LEVELS OF SERVICE (PEAK HOUR ANALYSIS) LOCATION CARLSBAD BOULEVARD: Carlsbad Village Dr. -Grand Ave. Grand Ave. -Christiansen Wy. Christiansen Wy. -Beech Ave. Beech Ave. -Cypress St CLASSIFICATION 4SA 4SA 4SA 4SA (C) CAPACITY PER LANE (VPH) 1500 1500 1500 1500 (V) PEAK HOUR VOLUME PEAK HOUR PER LANE V / C LOS 368 0.25 A 325 0.22 A 325 0.22 A 322 0.21 A :::::::::::::::::::::::::::•:::::::::::::::::::·::::::·::::::::::::::::;:::.:::::::::::::::::::::::::::::::::::>:::::::/:::::::;::::~;::::::::::::::::::::~::::::::::::::::::~';Y:::::::::::::::::~:;:::::::::::::::::::::.:;: . .:;;:):::::f::r.~..?"::::~ .. ::::. BEECH A VENUE: Ocean St -Garfield St. Garfield St. -Carlsbad Blvd. CHRISTIANSEN WAY: Ocean St -Garfield St Garfield St. -Carlsbad Blvd. GRAND A VENUE Ocean St. -Garfield St. Garfield St -Carlsbad Blvd. 2L 2L 2L 2L 2SA 2SA 100 100 100 100 200 200 20 30 20 30 40 75 0.20 0.30 0.20 0.30 0.20 0.38 A A A A A A :. ·•·•·•·•·•· ....... : ... :.:. ::.-:.:.:.·.:.: ...... : .. ::.:.:::::.·.-......... ···········•---·-·::. ·•·•· .·.::.:.·_ .. ::::.·.·. _·_ ·.:. ·········•-----•-•:.·.:::.·:.·.·_·_·_:_:_·.:.:.:.::.·::.·:.·.::.·.·.:.:.::.:.:.::.·::.·.·.·;.:.·;.:.:.:.:.:.:.-.-.·.-.-.·.·.· • ·.-.:.:.:.:.:.:.-.-.• .-.-.-·.-.-.-.-.-•• :.:.:_· ·•·•·•·•·•·• ......... ·.-.-•• ·.: .......... :.:.:.:.:.:.-.-.:.:.:.-••• _·_· . .-.: .... :.:.:.:.:}:.:.-.-.-.~ .... .-.-.: ........ . OCEAN STREET Carlsbad Village Dr. -Grand Ave. Grand Ave. -Christiansen Wy. Christiansen Wy. -Beech Ave. Beech Ave. -Cypress Ave. ARTERIAL CLASSIFICATION 4 SA = 4 Lane Secondary Arterial 2 SA = 2 Lane Secondary Arterial 2 L = 2 Lane Local 2L 2L 2L 2L LOS: A 0.00-0.60 B 0.61 -0.70 C 0.71 -0.80 D 0.81 -0.90 E 0.91 -1.00 F 1.01 - 100 45 0.45 A 100 40 0.40 A 100 30 0.30 A 100 20 0.20 A CARLSBAD BY THE SEA """'2-,es---------URBAN SYSTEMS---------,,, g 002494 '' TABLE 2 1994 EXISTING INTERSECTION LEVELS OF SERVICE LEVEL OF SERVICE LOCATION TYPE OF CONTROL AM PM CARLSBAD BOULEVARD/ BEECH AVENUE East and West Stops A A CARLSBAD BOULEVARD/ CHRISTIANSEN WAY East and West Stops A A CARLSBAD BOULEVARD/ GRAND AVENUE Signal A A GRAND AVENUE/ OCEAN STREET All-Way Stops A A CHRISTIANSEN WAY/ OCEAN STREET North and South Stops A A BEECH AVENUE/ OCEAN STREET North and South Stops A A CARLSBAD BY THE SEA .... 12-,0-4--------URBAN SYSTEMS-----------' QPWIN CBTC-1.WB1 TAB C 10 0024.94 , CARLSBAD BY THE SEA Revised -June 6, 1995 URBAN SYSTEMS ASSOCIATES, INC. The level of service at Carlsbad Boulevard/Grand Avenue was evaluated using the standard intersection capacity utilization (ICU) method, while stop sign controlled intersections were evaluated using parameters or procedures contained in the 1985 Highway Capacity Manual, Chapter 10, Unsignalized Intersections, and by observed operations at these locations by a registered traffic engineer. Intersection peak hour count summaries and level of service worksheets for existing conditions are included in Appendix A. 002494 11 CAALBS.RPT/1 BE ' , , CARLSBAD BY THE SEA Revised -June 6, 1995 URBAN SYSTEMS ASSOCIATES, INC. PROJECT TRIP GENERATION, DISTRIBUTION AND ASSIGNMENT The current Carlsbad by the Sea facility provides continuing care for retired residents, including 102 living units and 59 bed skilled nursing facility. The existing structure will be replaced with a facility including 162 living units, a 33 bed nursing facility, and two visitor living units. The new facility will also provide off-street parking in contained garages. The vehicle trip generation estimates for the existing and future facilities are shown in Table 3. The trip generation rates used in this table are taken from the San Diego Association of Governments (SANDAG) trip generation rates table, included in Appendix B. As shown, the proposed project is expected to generate 439 average daily vehicle trips, 37 AM peak hour trips and 41 PM peak hour trips. The project is expected to generate only 58 more daily trips, six more AM. peak hour, and eight more P.M. peak hour trips than the current facility. The low trip generation expectation is reasonable for this project since although the number of living units will be increased, the number of skilled nursing beds will decrease. The skilled nursing beds require more personnel per unit than living units so that the number of employees is fewer with the proposed project than are currently employed. California Lutheran Homes has estimated there will be 11 O future employees compared to the current 131 employees, in 002494 12 CARLBS.RPT/1 SE r. TABLE 3 EXISTING TRIP GENERATION AM PEAK HOUR PM PEAK HOUR TRIP -IN/OUT ,.,. IN/OUT USE AMOUNT RATE-ADT" % # SPLIT-IN OUT % # SPLIT-IN OUT Living Units 102 LU 2 /UNIT 204 9 18 6 : 4 11 7 10 20 5 : 5 10 10 Skilled Nursing Facility 59 Beds 3 /BED 177 7 12 6 : 4 7 5 7 12 4 : 6 5 7 Total * = ADT (Average Daily Traffic) ** = SANDAG Trip Generation Table, October 1993 FUTURE TRIP GENERATION AM PEAK HOUR PM PEAK HOUR TRIP .. IN/OUT ,.,. IN/OUT USE AMOUNT RATE-ADT" % # SPLIT-IN OUT % # SPLIT-IN OUT Living Units 162 LU 2 /UNIT 324 9 29 6 : 4 17 12 10 32 5 : 5 16 16 Skilled Nursing Facility 33 Beds 3 /BED 99 7 7 6 : 4 4 3 7 7 4 : 6 3 4 Visitor Units 2 DU 8 /UNIT 16 8 1 2 : 8 1 1 10 2 7 : 3 1 1 * = ADT (Average Daily Traffic) ** = SANDAG Trip Generation Table, October 1993 CARLSBAD BY THE SEA """"1-219-4 ---------URBAN SYSTEMS-----------' 002494 QPWIN CBTHC.WB1 TABB 13 , CARLSBAD BY THE SEA Revised -June 6, 1995 URBAN SYSTEMS ASSOCIATES, INC. operation seven days a week, and twenty four hours per day. The residents of the facility would be allowed to own and park vehicles. However, there are currently few resident owned vehicles contributing to overall traffic and this pattern of low veh_icle operation by residents is expected to continue at the new facility. The project only average daily traffic is shown as distributed to the adjacent street system in Figure 6. The directional distribution percentages were derived from the P.M. peak hour turning movements into and out of the westerly leg of the Carlsbad Boulevard intersection at Grand Avenue and Christiansen Way. Figures 7 and 8 show the AM. and P.M. peak hour project only trip distribution and assignment to the adjacent street system. It should be noted t:1at the project only trip assignment includes all of the project trip generation and is not reduced to take credit for the current project traffic. The previously -proposed Cypress Avenue street vacation through the Carlsbad Army -Navy Academy has not been assumed since that proposal has been withdrawn by that applicant. 002494 14 CARLBS.RPT/1 BE ..... /. 145 33% -r t-,-----t------,.._~ _____ ..;B;.;e;,;;;e.;,;ch;,;..;,A;.;.v,;;;en;;,;u;.;e;...._ ...L. t r Q.) !,.. ..., ~ 33% -~ rf.l ~Driveway 145 'i:: 303 22 -r ..... -.-.--.-~ .... -+----6_9_%_+-~----5-%_,_ch_r_is.t .. ia .. n_,se.,.n ..... w..,a"-I :..:..;_;.-:::::. •.• •.. • •. ··L ..-,---11 • • • • • • • • • • • ·:>:>: .< r 220 •• •••• ·.;1···· .... · .. ·.· • ·:·1se>: ... so% :-~-:,:::: ·: : 3_1%_::< 0 ...L. ..:, Q.) a, s.. ..:, [f.) c:: <ti a, 0 0 ~ -r .. .. . . . . . . . . -... -0 <ti .D .!!! ... <ti t.) 259 59% 13 3% 132 30% Grand Avenue ...L. Carlsbad Village Drive ...L. LEGEND -r • STOP SIGN -$-• EXISTING SIGNAL LOCATION 1 · ... ·. . . . ·.I • PROJECT AREA XXX • AVERAGE DAILY TRAFFIC XX% • DIRECTIONAL DISTRIBUTION PERCENT AGES FIGURE 6 ..., a, a, !,.. ..., [I.) c:: 0 ..., tlO c:: :2 rn (tl ;;:: PROJECT ONLY A VERA GE DAILY TRAFFIC (ADT) AND DIRECTIONAL DISTRIBUTION PERCENT AGES ' ~ NO SCALE I CARLSBAD BY THE SEA """'4-,95--------URBAN SYSTEMS---------,,,,,. G151A CBTC-6 15 0024.94 ...... ..L ..., Ql Ql s.. ..., rn "Cl -~ -s.. tO ...... c., Beech Avenue Christiansen Wa Grand Avenue Carlsbad Village Drive ..., Ql Ql s.. --.J Oak Avenue ~ •.. , ________ ...,.. _______________ -4 ..L LEGEND "'T'" • STOP SIGN -El,-• EXISTING SIGNAL LOCATION -_--_ ... -_ · I • PROJECT AREA FIGURE 7 c:: 0 ..., t:,!) c:: :2 r:n co ;s:: PROJECT ONLY AM PEAK HOUR TRAFFIC "Cl co 0 s.. co 0:: r:.. rn c:d ~ j @ NO SCALE I CARLSBAD BY THE SEA '4-,ss-------URBAN SYSTEMS-------___, G151A CBTC-7 16 0024.94 ..L LEGEND -r • STOP SIGN ♦ • EXISTING SIGNAL LOCATION I·-· ·.-__ ._-._. -1 • PROJECT AREA '\ t 3 8 Carlsbad Village Drive FIGURE 8 t:: 0 ~ bl) .5 .c: Ul ro ;s:: PROJECT ONLY PM PEAK HOUR TRAFFIC CARLSBAO BY THE SEA ' ® NO SCALE I .....,4-,9-5 --------URBAN SYSTEMS----------' G151A CBTC-8 17 0024.94 ... CARLSBAD BY THE SEA Revised -June 6, 1995 URBAN SYSTEMS ASSOCIATES, INC. PROJECT PLUS EXISTING CONDITIONS EVALUATION The project only average daily and peak hourly traffic was added to existing conditions traffic volumes. Street segment and intersection levels of service were then calculated and compared to existing levels of service. A change in level of service 11D11 conditions with project traffic added to existing would be an indication of a significant impact, if volume to capacity ratios change by more than five percent. Figure 9 shows project average daily traffic added to existing traffic counts (shown in Figure 2) on adjacent street segments. Figures 10 and 11 show the project AM. and P.M. peak hour traffic added to existing peak hour volumes. As shown in these figures, a driveway is planned on Christiansen Way. Table 4 shows street segment levels of service with project traffic added to existing traffic. As shown in this table, all segments evaluated are projected at level of service "A" so that no street segment mitigation is needed, and it can be concluded that the project's impact to street segments is insignificant. Intersection level of service worksheets are included in Appendix C. 002494 18 CARLBS.RPT/1 SE 1,790 LEGEND 1,200 _, Q) Q) s... _, Cl) "d ~ ..... s... (tl c., 19,300 + 1 45 (Project ADT) 19,445 17,650 + 1 45 (Project ADT) 17,795 1,400 Beech Avenue 820 +303 (Project ADT) 1,123 Christiansen W a .-----.---·-:-:-.-.-.-.-.--: • .-.-• :-: .-:·.-Project.::-'-:-_: •• . . : : : . • : : : .• --:--.-. -O~ivewoy ..., Q) Q) s... ..., Cl) C: (tl Q) C) 0 :-:-:-• .-_._.·-:-• .• -:-: ~ Grand Avenue ( ······· ·•·••••• ........... 2,000 + 136 (Project ADT) 2,136 18,200 "d + 2 5 9 (Project ADT) m 18,459 ~ UJ 1: a) u 13,000 + f 3 2 (Project ADT) 13,132 Carlsbad Village Drive 21,000 + 127 (Project ADT) 21,127 Oak Avenue I:--·._ .. -. ·. 1 -PROJECT AREA FIGURE 9 _, Q) Q) s... ...., Cl) C: 0 _, ~ C: :.2 rn a) ;!:: ' ~ NO SCALE I PROJECT PLUS EXISTING A VERA GE DAILY TRAFFIC <ADT) CARLSBAD BY THE SEA """4-,9-5 --------URBAN SYSTEMS---------' G151A CBTC-9 19 0024.94 25 5 '-s ' "' ,r10 t ( 15 15 30 ~ I 15 "-15 ♦ "' ,r15 20 10 ' "' ..., Cl) Cl) s.. ..., ['/J r:: tll Cl) t) 0 t ( 15 15 '-.5 ,r25 t ( 15 5 1 10 15 317 15 '-2 ! "' '-20 .J ! "' -+-5 -+-15 ,rs Beech Avenue 3.J..., tr 5,J ':\t( 12__..~ 5__,. s.. 1 3 15, 261 ..., ['/J -0 -~ -s.. tll '-' Christiansen W a . . . . . . . . Grand Avenue . . . . . . . . . . 'O ~ CD 'O tll .D Ul -;:: tll t:.) FIGURE 10 Carlsbad Village Drive Oak Avenue ..., Cl) Cl) s.. ..., lf.) r:: 0 ..., bl) C :2 Cl) ell ~ 'O tll 0 s.. -tll c:: [:r.. ['/J ~ E~ J ® NO SCALE ~ PROJECT PLUS EXISTING AM PEAK HOUR TRAFFIC CARLSBAD BY THE SEA '4-,95--------URBAN SYSTEMS---------_, G151A CBTC·10 20 00,24.94 tr 30 10 lO 10 "-10 ! ',r10 ..., (I) (I) s.. ..., en s:: ro Q) 0 0 tr 10 5 10.J , t r 1-+ 20 1 10, 495 -0 ro .0 ~ s.. (Cl t.) Beech Avenue Christiansen W a Grand Avenue Carlsbad Village Drive Oak Avenue FIGURE 11 ..., (I) Q) s.. ..., en s:: 0 _, t:,I) s:: ..c: rn ro ;:;:::: -0 ro 0 .!:: ·-ro 0::: i:... u:i J ~ NO SCALE I PROJECT PLUS EXISTING PM PEAK HOUR TRAFFIC CARLSBAD BY THE SEA ...... 4-,95---------URBAN SYSTEMS-----------' G151A CBTC-11 21 0024,94 TABLE 4 PROJECT PLUS EXISTING STREET SEGMENT LEVELS OF SERVICE (PEAK HOUR ANALYSIS) LOCATION CARLSBAD BOULEVARD: Carlsbad Village Dr. -Grand Ave. Grand Ave. -Christiansen Wy. Christiansen Wy. -Beech Ave. Beech Ave. -Cypress St. (C) CAPACITY PER LANE CLASSIFICATION (VPH) 4SA 1500 4SA 1500 4SA 1500 4SA 1500 (V) PEAK HOUR VOLUME PEAK HOUR PER LANE V / C LOS 375 0.25 A 330 0.22 A 325 0.22 A 325 0.22 A ............... : ........... :.: ................ ::: .....•....•...•.... ·.·.:.:·.· ........... : .............. : ........ • ... • ... .-.:.:.·.:.:.:.-.-.-.-~ ·······• ... :.-.................................... • ................ .: ...... :.-.: . .-.-.-.... • .. • .. : ... : .... : ...... .-. .-.-.. : ·····•·· .. ······---··········· BEECH AVENUE: Ocean St. -Garfield St. Garfield St. -Carlsbad Blvd. CHRISTIANSEN WAY: Ocean St. -Garfield St. Garfield St. -Carlsbad Blvd. GRAND AVENUE Ocean St. -Garfield St. Garfield St. -Carlsbad Blvd. OCEAN STREET Carlsbad Village Dr. -Grand Ave. Grand Ave. -Christiansen Wy. Christiansen Wy. -Beech Ave. Beech Ave. -Cypress Ave. ARTERIAL CLASSIFICATION 4 SA = 4 Lane Secondary Arterial 2 SA = 2 Lane Secondary Arterial 2 L = 2 Lane Local LOS: 2L 2L 2L 2L 2SA 2SA 2L 2L 2L 2L A 0.00-0.60 B 0.61 -0.70 C 0.71 -0.80 D 0.81 -0.90 E 0.91 -1.00 F 1.01 - 100 100 100 100 200 200 100 100 100 100 CARLSBAD BY THE SEA 30 30 15 35 0.5 100 40 40 35 20 0.30 0.30 0.15 0.35 0.25 0.50 0.40 0.40 0.35 0.20 A A A A A A A A A A CBTC-1.WB1 TAB E ~4-19-5 --------URBAN SYSTEMS---------.,,, 22 0024.94 . CARLSBAD BY THE SEA Revised -June 6, 1995 URBAN SYSTEMS ASSOCIATES, INC. Table 5 shows intersection peak hour levels of service with project traffic added to existing traffic volumes for both the AM. and P.M. peak hours. As shown, all intersections were evaluated at level of service "A" under existing conditions. With project traffic added to existing volumes no changes in level of service are expected. Therefore, it can be concluded that the project's direct traffic impact to adjacent intersections is insignificant and no mitigation is needed. A traffic signal modification plan will need to be prepared, after project approval, to provide for relocated traffic detector loops and pedestrian push-buttons as needed, at the Grand Avenue/Carlsbad Boulevard intersection. A split phas!3 signal design may also need to be provided since the eastbound left turns would be relocated so that large vehicles making this turn could possibly conflict with other large vehicles making the opposing west to south left turn. An evaluation of the split phase operation, as shown in Appendix C, indicates minimal delay to through traffic is expected if the eastbound and westbound traffic signal phasing is established so that each direction of traffic moves on a separate phase, and the eastbound left turn is combined with the through-right-turn movement in a single lane. This type of signal phasing induces additional vehicular delay since pedestrian using each phase would extend that phases' signal green time. Concurrent phasing for the east and westbound left turn does not allow for an additional pedestrian phase that would be provided by splitting these movements into separate phases. Although the split phase could possibly add ten seconds of delay for stopped vehicles, this type of phasing is more convenient for pedestrians and decreases pedestrian delay by that amount. 002494 23 CARLBS.RPT/1 SE ',,-------------------------------... TABLE 5 PROJECT PLUS EXISTING INTERSECTION LEVELS OF SERVICE (WITH CHRISTIANSEN WAY CLOSED TO THROUGH TRAFFIC) LEVEL OF SERVICE EXISTING WITH PROJECT LOCATION TYPE OF CONTROL Af./1 PM Af./1 PM CARLSBAD BOULEVARD/ BEECH AVENUE East and West Stops A A A A CARLSBAD BOULEVARD/ CHRISTIANSEN WJ East and West Stops A A A A CARLSBAD BOULEVARD/ GRAND AVENUE Signal A A A A GRAND AVENUE/ OCEAN STREET All-Way Stops A A A A CHRISTIANSEN WAY/ OCEAN STREET North and South Stops A A A A BEECH AVENUE/ OCEAN STREET North and South Stops A A A A CBTC-1.WB1 TAB D CARLSBAD BY THE SEA """2-195---------URBAN SYS TEMS-------o.-~-12--.,,,9-.,,,--' 24 , CARLSBAD BY THE SEA Revised -June 6, 1995 PARKING EVALUATION URBAN SYSTEMS ASSOCIATES, INC. The existing facility has off-street parking for 16 cars at the facility south of Grand Avenue, and on-street parking on Grand Avenue, Garfield Street, Ocean Street, Christansen Way and Carlsbad Boulevard totalling approximately 130 spaces on and immediately adjacent to the project site. Figure 12 shows the location of these existing parking spaces. The proposed facility will provide for a total of 132 on-street parking spaces, including 51 spaces within the planned improved right-of-way of Garfield Street between Beech Street and Christiansen Way. On-street parking available would increase from the existing 130 spaces to 132 spaces, an increase of 2 spaces on-street. A total of 2:i.i-parking spaces are planned on-site, 232 spaces to be provided within the main structures fronting on Grand Avenue, and six spaces at the residential units west of Ocean Street. Figure 13 shows the loc~tion of parking spaces for the planned project. Based on shift-work employment information provided by California Lutheran Homes (see Appendix D), a maximum of 70 on-site parking spaces would be occupied by employees at any one time. This maximum employee demand is expected to occur during the 3:00 p.m. shift change, and assumes one person per vehicle occupancy and no transit ridership. These are conservative assumptions, since employee transit ridership is expected considering that a bus transfer station is nearby on Grand Avenue one block to the east of the project. 002494 25 CARLBS.RPT/1 SE -+-> Q,) Q,) .... -+-> V2 i:::: ct:\ Q,) C) 0 -+-> Cl) Cl) .... -+-> V2 -0 ...... Q,) ..... .... I.U 0 Beech Avenue . . . . . . : 6 • __ • ·.·-~-- . . . . -. . . . .. -0 10·-. : • . . . . Carlsbad Village Drive FIGURE 12 -0 2: co -0 ro .0 rn -.... I.U u -Christiansen Way Grand Avenue ' ~ NO SCALE I- EXISTING PARKING SPACES CARLSBAD BY THE SEA """"'4-195---------URBAN SYSTEMS---------__,. G151A CBTC-12 26 002494 ....., Q) Q) .... ....., w c:: Cd Q) 0 0 ..,.) (!) (!) .... ..,.) [/J -0 ....... (!) ...... ...... t.. Cd c., Beech Avenue lmpropved R-O-W ~ with parking for 51 cars. cq Carlsbad Village Drive FIGURE 13 -0 :>--co -0 Cd ,.0 UJ -.... Cd (.) Christiansen Wa Grand Avenue j ® NO SCALE I FUTURE PARKING SPACES CARLSBAO BY THE SEA -4-1es--------URBAN SYSTEMS---------_, G151A CBTC-13 27 0024.94 CARLSBAD BY THE SEA Revised -June 6, 1995 URBAN SYSTEMS ASSOC/A TES, INC. The remaining 168 spaces would be available for residents, visitors, and parking for special events. This amount should be more than adequate even considering that only approximately one out of four of the residential units would need to have a space provided. It can be concluded from this parking evaluation that currently available 130 on-street parking spaces will be made available for public parking, and that additional on-street parking can be provided by improvements to Garfield Street so that a total gain of 2 on-street spaces for public parking is provided. It can be further concluded that off-street parking should be adequate at the facility so that employee, resident, and visitor parking can be provided on-site, freeing up the on-street parking of 132 spaces. Since additional off-street parking for employees and residents is being provided, the 11effective11 gain in on-street parking is the 132 total spaces that would not be used by the employees and residents. 002494 28 • CARLBS.RPT/1 BE CARLSBAD BY THE SEA Revised -June 6, 1995 CONCLUSIONS AND RECOMMENDATIONS URBAN SYSTEMS ASSOCIATES, INC. This traffic and parking study was initiated to determine the possible direct traffic and parking impacts of the proposed Carlsbad by the Sea project. The project consists of replacing the existing facilities containing 102 living units and a 59 bed skilled nursing unit with 162 living units, a 37 bed nursing unit, and two visitor dwelling units. This evaluation inclLided street segment and intersection peak hour level of service determination for existing traffic conditions, and with project traffic added to existing conditions. The conclusions of this report are provided below. Existing Conditions Street segment average daily traffic volume counts were obtained and evaluated for Carlsbad Boulevard, Ocean Street, Grand Avenue, Christiansen Way, and Beech Streets adjacent to the project site. Street segment peak hour levels of service were calculated and all street segments evaluated were at level of service "A". Since the City of Carlsbad Performance Standard for street segments and intersections is at level of service "D" during peak hours, it can be concluded that no mitigation is required for existing conditions before the project is built. Intersection levels of service were calculated or observed for existing conditions at adjacent intersections as listed below: 002494 29 CARLBS.RPT/1 BE CARLSBAD BY THE SEA Revised -June 6, 1995 Carlsbad Boulevard/Grand Avenue Carlsbad Boulevard/Christiansen Way Carlsbad Boulevard/Beech Street Ocean Street/Grand Avenue Ocean Street/Christiansen Way Ocean Street/Beech Street URBAN SYSTEMS ASSOCIATES, INC. All locations were determined to operate at level of service 11A11 for both A.M. and P.M. peak hours. Therefore, it can be concluded that no intersection mitigation is needed prior to project construction in order to meet the City's Level of Service Performance Standard. Project Plus Existing Conditions The project is expected to generate 439 average daily vehicle trips, 37 A.M. peak and 41 P.M. peak hour trips. This trip generation is only 58 daily, six A.M., and eight P.M. peak hour trips more than the current facility. Project only trips were added to existing street segment volumes. With project traffic added to existing daily and peak hour volumes, levels of service were unchanged from existing levels of service at "A" for street segments and intersections. Therefore, it can be concluded that the project will have a non-significant traffic impact to adjacent street segments and intersections and no direct project mitigation is needed. 002494 30 CARLBS.RPT/1 SE CARLSBAD BY THE SEA Revised -June 6, 1995 URBAN SYSTEMS ASSOCIATES, INC. However, a traffic signal modification plan for.the Grand Avenue/Carlsbad Boulevard intersection will be needed, after project approval, to provide additional vehicle detection loops and relocated pedestrian push-buttons, and possibly a split-phase operation for the east-west traffic movements to avoid left turning conflicts between large vehicles. Parking A parking tabulation of existing on and off-street spaces near and at the existing facility shows a total of sixteen on-site and 130 parking spaces on-street are currently available. A comparison to the planned parking spaces indicate that an additional 2 spaces will be provided on-street, including 51 spaces planned within the right-of-way of Garfield Street between Beech Street and Christiansen Way. In addition, a total of 238 spaces are planned on-site. An employee shift work tabulation indicates that on-site parking should be more than adequate for employees, residents, and visitors so that all on-street spaces, totalling 132 spaces, will be available for on-street public parking not related to the Carlsbad by the Sea project. Therefore, it can be concluded that the project will have no significant impact to available on street parking, on-site parking is expected to be more than adequate for project parking demand, and the net gain in on-street public parking will be a benefit to the public. 002494 31 CARLBS.RPT/1 BE MEMBERS OF URBAN SYSTEMS ASSOCIATES, INC. STAFF CONTRIBUTING TO THE PREPARATION OF THIS TECHNICAL STUDY Project Director and Principal Planner Sandee Witcraft-Schlaefli; J.D. Juris Doctor, Graduate courses Urban Planning, B.A. Political Science/Social Welfare. Senior Traffic Engineer Sam P. Kab 11; Licensed Traffic Engineer Principal Supporting Engineer Andrew P. Schlaefli; M.A. Civil Engineering, B.A. Civil Engineering Registered Civil Engineer, Licensed Traffic Engineer Senior Technical Support, Graphics and Illustrations Mark A. Schlaefli Technical Support Theodore R. Smalley; B.A. Accounting 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 of Mr. Mike Shirey, [City of Carlsbad, Engineering Department]. PAGE 1 OF 33 APPENDIX A EXISTING CONDITIONS COUNT SUMMARIES AND LEVEL OF SERVICE WORKSHEETS CARLSBAD BY THE SEA '12-,9-4 -------URBAN SYS TEMS-------0.-'02-_'4._'9_~_,,, APPENDIX A PAGE 2 OF 33 STUDY AREA 1~(JftM) LEGEND: e • STUDY INTERSECTION CYPRES· AVENUE.VAC TRAFFIC STUDY Carlsbad, Calif ornla ON -• 24 HOUR COUNT LOCATION ---• ARMY /NAVY ACADEMY ~ BOUNDARY \0~~ (~) ~ EXHIBIT B f-----1Robert Kahn, John Kain &: Associates, Inc. CARLSBAD BY THE SEA ._12-,e-4 --------URBAN SYSTEMS----------' 002494 ~ ..... CD ~ I JHK & Associates Turning Movement Count Analysis Page 1 of3 City: Carlsbad Intersection of: N/S Street : Carlsbad Boulevard File : CBV9404.XLS E/W Street : Grand Avenue Dal~ Collected by T.M. & M.C. Count Date: Day : Thursday Traffic Control : Signolzed 8/4/94 Weather: Clear South Ape:oach (NB) North Approach (SB) West Ape:oach (EB) East Aeeroach (WB) 16mln Total End of 15 min.prd. Left U-Trn 1lvu Rili,:!I Peds Left U-Trn Ttvu RIIJ!:!t Peds Left U-Trn Thru R19~I Pods L~ft U-Trn Thru Rlllbl Pods Vehicles Pods 6:15AM 0 0 14 4 0 0 0 44 1 0 0 0 0 1 2 8 1 4 4 0 81 2 6:30AM 0 0 16 6 I ·o 0 29 3 0 0 0 1 I 2 12 0 2 3 0 73 3 6:45AM I 0 28 9 0 1 0 61 2 0 1 0 1 1 0 13 0 4 5 0 117 0 ~ S) 7:00AM 2 1 37 9 2 I 0 52 4 3 1 0 1 1 2 21 0 7 3 0 J.40 7 7:15AM 0 2 29 7 4 4 0 68 3 2 2 0 3 1 2 23 0 2 ·4 2 148 10 7:30AM 0 0 55 18 1 3 0 88 1 0 1 0 5 1 0 24 0 5 5 3 206 4 ~~ 7:45AM 1 0 61 20 0 5 0 132 7 1 2 0 3 0 8 30 0 3 8 4 272 13 8:00AM 1 0 42 11 1 5 0 67 8 I 0 0 3 0 3 13 0 3 6 3 159 8 )> ~~ 8:15AM . 4 0 78 23 0 5 0 81 • 3 1 1 0 1 1 2 25 0 2 9 5 233 8 ,, 8:30AM . 2 I 50 24 0 5 0 70 5 1 1 0 1 1 0 30 0 I 6 5 197 6 ,, V} ~ 8:45AM 4 2 64 22 0 10 0 72 1 6 3 0 6 2 0 30 0 6 4 6 226 12 m 9:00AM . 1 1 80 28 0 9 1 49 3 0 1 0 6 1 1 28 1 3 7 0 219 1 z ~~ C Mox.15min. 4 2 80 28 4 10 1 132 8 6 3 0 6 2 8 30 1 7 9 6 272 13 X Pk. Hr. Vol. 11 4 272 97 0 29 I 272 12 8 6 0 14 6 3 113 1 12 26 16 875 27 til~ 8:00AM Peak Intersection Traffic in Pk. Hr. • 875 Peak Hr. Factor 0.80 )> 9:00AM Hour Intersection Pdstrns in Pk. Hr. • 27 ~~ 3:45 PM 1 2 120 21 2 11 0 99 2 8 2 0 4 6 4 35 0 8 14 9 325 23 4:00PM 2 5 139 44 2 18 0 90 6 5 7 0 6 4 4 37 0 29 11 2 398 13 4:15PM 3 2 132 32 5 16 0 129 6 5 2 0 6 6 6 47 0 14 27 10 422 26 4:30PM 4 2 137 30 3 13 1 89 2 10 3 0 8 5 1 41 0 15 13 5 363 19 4:45PM 6 6 131 33 2 6 ·o 111 3 3 6 0 8 3 10 41 1 8 17 3 379 18 5:00PM ·2 4 123 26 1 15 0 119 10 7 4 0 16 5 4 42 2 ·10 17 7 395 19 5:15PM . 3 7 131 28 14 11 2 128 8 17 5 0 10 3 0 41 0 5 18 10 400 41 5:30PM . 4· 2 168 43 6 12 0 144 3 4 8 0 4 6 6 45 0 10 13 4 462 20 5:45PM . 2 2 139 29 1 5 1 101 3 7 6 0 19 5 10 31 1 9 17 6 370 24 6:00PM . ·3 1 126 28 4 9 0 191 5 2 0 0 4 1 0 37 0 7 17 8 429 14 6:15PM 5 4 116 31 6 7 0 45 5 13 3 0 6 6 11 23 0 4 16 3 271 33 6:30PM 3 4 94 30 3 5 1 69 I 0 6 0 6 2 1 33 0 2 15 ·1 271 5 Max.15min. 6 7 168 44 14 18 2 191 10 17 8 0 19 6 11 47 2 29 27 10 462 41 Pk. Hr. Vol. 12 12 564 128 25 37 3 564 19 30 19 0 37 15 16 154 1 31 65 28 1661 99 5:00PM Peak Intersection Traffic in Pk. Hr. • 1661 Peak Hr. Factor 0.90 "'O 6:00PM Hour Intersection Pdslrns In Pk. Hr. = 99 ► G') m ~1 6) 0 ~ 'Tl ~ 6) 6) APPENDIX A PAGE 4 OF 33 Carlsbad Boul•vard at Gland Av.nu. Lone Configuration for Intersection Capacity Utilization Page2 of3 Pk. Hr. Trne Period : 8:00AM to 9:00AM South Appr (NB) North Appr (SB) West Appr CEB) East Appr (WB) ~ ..!!!!L ~.J:!!L.J!:!!:!_ Right J:!!L lhru ..E!il!:!!. .J:!!!.:. ..1!!!:!.. .B!21!.. Lone Inside I l Config • 0ett) 2 urotions • 3 4 s 6 o.Jtside 7 Free-llow Lone Settings . 2 Capacity 1800 4CXXl Ive the North/South phases splll C'//N)? Ale the East/West phases split rr /N)? Efftclency Lost Factor 0.10 Hourly Volume IS 272 Adjusted Hourly Volume 15 369 Utllizotion Factor 0.01 0.09 Critical Factors 0.09 ICU Ratio • 0.28 Turning Movements at lntersecfion of: 0 1 2 0 0 1800 4CXXl 0 N N 97 30 272 12 0 30 284 0 0.00 0.02 0.07 0.00 0.02 LOS• A Carlsbad Boul•vard 1 1 0 1 1 0 1800 2000 0 1800 2000 0 6 14 5 114 12 26 6 19 0 114 38 o 0.00 0.01 0.00 0.06 0.02 0.00 0.01 0.06 and Gland Av.nue Tme : 8:00 AM to 9:00AM Dote : 8/4/94 North Approach Carlsbad Boulevard w e s A p p Doy : Thursday Nome : T.M. & M.C. Sub· Totals ..!Q!Q!!. 35 60 25 6 ·14 5 Subtotals Total 619 314 305 Total Subtotals 12 272 30 Sub· J .. l.. ~ J L26 _.. t ._ 12 -., .-114 · 't' North 't' 152 141 ~ t t 15 272 97 Grand Avenu• 394 384 778 Totals 293 South Approach Note : Lett-tum volumes include U-turns. E a s t A p p CARLSBAD BY THE SEA ......, 1 -219-4 --------URBAN SYSTEMS---------__, 002494 APPENDIX A PAGE 5 OF 33 Carlsbad Boulevard al (;rand Avenue Lane Configuration for Intersection Capacity Utilization Pie. Hr. rime Period : 5:00PM to 6:00PM. South Appr (NB) North Appr (SB) West Appr (EB) Lone Config urations nide 1 0ett) 2 3 4 5 6 Outside 7 Free-flow Lane Settings 2 Capacity . 1800 4CXX> Are the North/South phases split Cf /N)? Are the East/West phases split Cf/N)? Efficiency Lost Factor 0: 10 Hourly Volume 24 564 Adjusted Hourly Volume 24 692 Utmzation Factor 0.01 0.17 Critical Factors 0.17 ICU Ratio • 0.41 0 1 0 1800 N N 128 40 0 40 0.00 0.02 0.02 LOS• A 2 0 1 1 0 4CXX) 0 1800 2000 0 564 19 19 37 15 583 0 19 52 0 0.15 0.00 0.01 0.03 0.00 0.03 Poge3 of3 East Appr CWB) 1 1 0 1800 2CXXl 0 155 31 65 155 96 0 0.09 0.05 0.00 0.09 Turning Movements at Intersection of : Carlsbad Boulevard and Grand Avenue w e s A p p lime : 5:00 PM to 6:00PM Date : 8/4/94 Doy : Thursday Nome : T.M. & M.C. Sub· Totals totals 62 133 71 19 37 15 Subtotals Total North Approach Corlsbad Boulevard 19 .J J ~ T ~ 24 745 1461 1274 623 564 40 t ~ L t ~ North r t t 564 128 716 South Approach 651 65 31 155 JQ!QL Subtotals Sub· J.Q!9!!. Totals 251 454 203 Grand Avenue Note : Lett-turn volumes include U-turns. E 0 s A p p CARLSBAD BY THE SEA '1-2,a-4--------llRBAN SYSTEMS---------_,, 0024.94 APPENDIX A PAGE 6 OF 33 TURNING MOVEMENTS by Traffic Counts, Inc Site Code: CARLSBAD PAGE: 1 N·S Street: CARLSBAD BLVD. FILE: H9410110 E·W Street: BEECH AVE. Cl lent : URBAN SYSTEMS Movements by: VEHICLES DATE: 10/25/94 ···----------------------------------------······················-·-··---------·-···--················----------·--·------·------· Time From North From East From South Fram West Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total ---------------------------------------------------------------------------------------------------------------------------------- 7:00 AM 0 78 0 0 0 41 4 2 0 0 127 7:15 0 88 4 0 0 2 49 2 0 0 147 7:30 0 81 5 0 0 1 0 52 0 0 0 0 139 7:45 0 82 3 1 0 0 1 53 5 1· 0 147 HR TOTAL 0 329 13 3 0 3 195 10 5 0 560 8:00 AM 0 83 4 1 0 3 1 52 4 3 0 0 151 8:15 1 63 3 0 0 1 0 80 4 3 0 1 156 8:30 8 66 3 1 0 2 1 53. 10 3 0 3 150 8:45 4 97 5 0 0 0 2 74 10 6 4 1 203 HR TOTAL 13 309 15 2 0 6 4 259 28 15 4 5 660 ------------------------------------------------------------Breal: ------------------------------------------------------------ 4:00 PM 103 5 2 0 2 0 104 8 0 2 228 4:15 2 104 1 3 0 0 0 99 3 1 0 2 215 4:30 5 98 6 4 0 0 0 102 8 1 0 2 226 4:45 3 86 3 0 0 0 111 5 2 0 0 211 HR TOTAL 11 391 15 10 0 2 0 416 17 12 0 6 880 5:00 PH 2 111 6 3 0 0 0 134 5 6 0 4 271 5:15 0 95 5 0 0 0 1 149 3 2 1 4 260 5:30 4 80 3 0 0 1 0 100 4 4 0 0 196 5:45 2 76 2 0 0 0 3 63 4 0 1 152 HR TOTAL 8 362 16 3 0 4 446 13 16 1 9 879 DAY TOTAL 32 1391 59 18 0 10 11 1316 68 48 5 21 2979 CARLSBAD BY THE SEA '12-,0-4 --------URBAN SYSTEMS---------" 0024.94 Site Code: CARLSBAD N·S Street: CARLSBAD BLVD. E·W Street: BEECH AVE. Client : URBAN SYSTEMS APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES PEAK PERICO ANALYSIS FOR THE PERICO: 7:00 AM• 9:00 AM DIRECTION FROM North East South West North East South West START PEAK HOUR 7:15 AM 7:45 AM 8:00 AM 8:00 AM 8:00 AM PEAK HR FACTOR 0.95 0.56 0.85 0.55 0.79 0.50 0.85 0.55 13 L 4 24 15 J ........ VOLUMES ..••• ••. Right Thru Left Tota\ 0 334 16 350 3 0 6 9 4 259 28 291 15 4 5 24 Entire Intersection 13 309 15 337 2 0 6 8 4 259 28 291 15 4 5 24 309 337 _J I 291 7 28 259 CARLSBAD BLVD. . ... PERCENTS ... Right Thru Left 0 95 5 33 0 67 1 89 10 62 17 21 4 92 4 25 0 75 1 89 10 62 17 21 N W-r-E s 8 0 L 6 4 PAGE 7 OF 33 PAGE: 1 FILE: H9410110 DATE: 10/25/94 CARLSBAD BY THE SEA '12-,e-4--------URBAN SYSTEMS---------, 002494 Site Code: CARLSBAD N-S Street: CARLSBAD BLVD. E-W Street: BEECH AVE. Client : URBAN SYSTEMS APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES PEAK PERICO ANALYSIS FOR THE PERICO: 4:00 PM -6:00 PM DIRECTION FROM North East South West North East South West START PEAK HOUR 4:15 PM 4:00 PM 4:30 PH 5:00 PM 4:30 PM PEAK HR FACTOR 0.90 0.75 0.85 0.65 0.88 0.50 0.85 0.55 10 L ........ VOLUMES .••••••• Right Thru Left Total 12 399 16 427 10 0 2 12 1 496 21 518 16 1 9 26 Entire Intersection 10 390 20 420 8 0 0 8 1 496 21 518 11 1 10 22 390 420 _J ' . ... PERCENTS ..• Right Thru Left 3 93 4 83 0 17 0 96 4 62 4 35 2 93 5 X100 0 0 0 96 4 50 5 45 N w+E s 8 8 0 10 7 -- L 0 1 22 11 J i 518 7 21 496 1 CARLSBAD BLVD. CARLSBAD BY THE SEA PAGE 8 OF 33 PAGE: 1 FILE: H9410110 DATE: 10/25/94 ~12-1s-4 --------URBAN SYSTEMS-----------' 002494 APPENDIX A PAGE 9 OF 33 TURNING MOVEMENTS by Traffic Counts, Inc Site Code : CARl.:SBAO PAGE: 1 N·S Street: OCEAN STREET FILE: H9410108 E·II Street: GRANO AVE. Client : URBAN SYSTEMS Movements by: VEHICLES DATE: 10/25/94 ···········---------·-···························-······················--·································-······················ Time From North From East From South From I/est Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total ---------------------------------------------------------------------------------------------------------------------------------- 7:00 AM 0 6 1 0 1 5 0 0 0 0 15 7:15 0 1 1 0 2 4 0 0 0 0 0 9 7:30 0 10 2 2 0 1 2 3 0 0 0 0 20 7:45 0 1 2 1 0 2 0 1 0 0 0 0 7 HR TOTAL 0 18 6 5 0 6 11 5 0 0 0 0 51 8:00 AM 0 3 1 2 0 4 2 0 0 0 0 13 8:15 0 7 3 0 0 4 7 0 0 0 0 22 8:30 0 7 2 2 0 3 2 8 0 0 0 0 24 8:45 0 3 0 7 0 5 5 6 0 0 0 0 26 HR TOTAL 0 20 6 11 0 16 16 16 0 0 0 0 85 ------------------------------------------------------------Break ------------------------------------------------------------ 4:00 PM 0 7 3 3 0 8 2 0 0 0 0 24 4:15 0 5 2 3 0 4 2 5 0 0 0 0 21 4:30 0 5 2 6 0 0 3 1 0 0 0 0 17 4:45 0 9 1 4 0 3 3 5 0 0 0 0 25 HR TOTAL 0 26 8 16 0 15 9 13 0 0 0 0 87 5:00 PM 0 4 2 1 0 4 8 6 0 0 0 0 25 5:15 0 8 1 2 0 6 2 7 0 0 0 0 26 5:30 0 7 2 3 0 4 2 5 0 0 0 0 23 5:45 0 2 3 2 0 9 4 6 0 0 0 0 26 HR TOTAL 0 21 8 8 0 23 16 24 0 0 0 0 100 DAY TOTAL 0 85 28 40 0 60 52 58 0 0 0 0 323 CARLSBAD BY THE SEA """",-2,e-4--------URBAN SYSTEMS-----------' 0024!14 Site Code : CARLSBAD • N·S Street: OCEAN STREET E·W Street: GRAND AVE. Client : URBAN SYSTEMS APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES PEAK PERIOD ANALYSIS FOR THE PERIOD: 7:00 AM· 9:00 AM DIRECTION START FROM PEAK HOUR North East South West North East South West 7:30 AM 8:00 AM 8:00 AM 8:00 AM 8:00 .AM GRAND AVE. 0 0 0 PEAK HR FACTOR 0.60 0.56 0.73 o.oo 0.65 0.56 0.73 o.oo 0 L 7 0 J ........ VOLUMES ....... . Ri;ht Thru Left Total 0 21 11 0 16 16 0 0 8 16 0 0 29 27 32 0 Entire Intersection 0 20 6 26 11 0 16 27 16 16 0 32 0 0 0 0 20 6 26 _J I 27 L ' 32 7 0 16 16 OCEAN STREET . ... PERCENTS ... Ri;ht Thru Left o n 2s 41 0 59 so 50 0 0 0 0 0 77 23 41 0 59 50 so 0 0 0 0 N W-f-E s 11 0 16 PAGE 10 OF 33 PAGE: FILE: H9410108 DATE: 10/25/94 CARLSBAlJ BY THE SEA '12-,e-4--------URBAN SYSTEMS---------.., 0024.94 Site Code: CARLSBAD N·S Street: OCEAN STREET E·W Street: GRAND AVE. Client : URBAN SYSTEMS APPENDIX A TURNING MOVEMENTS by Traffic Co1.nts, Inc Movements by: VEHICLES PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM· 6:00 PM DIRECTION START FROM PEAK HOUR North East South West North East South West 4:00 PM 4:00 PM 5:00 PM . 5:00 PM 5:00 PM PEAK HR FACTOR 0.85 0.70 0.71 0.00 0.81 0.70 0.71 o.oo 0 ........ VOLUMES .......• Right Thru Left Total 0 26 16 0 16 24 0 0 8 15 0 0 34 31 40 0 Entire Intersection 0 21 8 29 8 0 23 31 16 24 0 40 0 0 0 0 21 . ... PERCENTS ... Right Thru left 0 76 24 52 0 48 40 60 0 0 0 0 0 n 28 26 0 74 40 60 0 0 0 0 N W-f-E s PAGE 11 OF 33 PAGE: 1 FILE: H9410108 DATE: 10/25/94 L 29 _J 1-8-- GRAND AVE. 31 0 __ 07 L 23 0 0 0 J i 40 7 0 24 16 OCEAN STREET CARLSBAO BY THE SEA '12-19-4 --------URBAN SYSTEMS---------_, 002494 APPENDIX A PAGE t2 OF 33 TURNING MOVEMENTS by Traffic Counts, Inc PAGE: Site Code: CARLSBAD N·S Street: GARFIELD STREET FILE: H9410109 E·W Street: BEECH AVE. Cl lent : URBAN SYSTEMS Movements by: VEHICLES DATE: 10/26/94 ----····--·······----------··--·······················-······-·········-······-···----------------------···--··--·-·--·-····--···· Time From North From East From South From West Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total ---------------------------------------------------------------------------------------------------------------------------------- 7:00 AM 2 0 0 4 0 0 0 0 0 3 2 12 7:15 0 0 0 1 1 0 0 0 0 0 2 0 4 7:30 1 0 0 0 0 0 0 0 0 0 0 1 2 7:45 0 0 0 1 1 0 0 0 0 0 1 1 4 HR TOTAL 3 0 0 6 2 1 0 0 0 0 6 4 22 8:00 AM 0 0 2 0 0 0 0 0 2 0 6 8:15 0 0 0 4 0 0 0 0 0 2 1 8 8:30 0 0 3 8 4 0 0 1 0 0 2 19 8:45 0 0 3 12 4 0 0 0 0 0 6 1 26 HR TOTAL 0 1 8 20 14 0 0 1 0 0 12 3 59 ----------------------------------------------------------·· Break ------------------------------------------------------------ 4:00 PM 0 0 3 2 0 0 Ii 0 0 3 0 9 4:15 0 0 0 2 0 1 0 0 0 2 0 6 4:30 0 0 0 4 5 0 0 0 0 0 5-0 14 4:45 0 0 1 0 7 0 1 0 0 0 0 10 HR TOTAL 0 1 4 5 16 0 2 0 0 0 11 0 39 5:00 PM 0 2 1 3 0 0 0 0 0 5 0 12 5:15 0 0 1 1 1 0 0 0 0 0 3 0 6 5:30 1 0 2 3 4 0 0 0 0 0 2 0 12 5:45 0 0 0 0 0 0 0 0 0 1 3 HR TOTAL 2 0 s 5 9 0 0 0 0 0 11 , 33 DAY TOTAL s 2 17 36 41 2 0 0 40 8 153 CARLSBAD BY THE SEA """"'12-,9-.. --------URBAN SYSTEMS----------' 0024.94 Site Code: CARLSBAD N-S Street: GARFIELD STREET E-11 Street: BEECH AVE. Client : URBAN SYSTEMS APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES PAGE 13 OF 33 PAGE: 1 FILE: H9410109 DATE: 10/26/94 PEAK PERIOO ANALYSIS FOR THE PERIOO: 7:00 AH· 9:00 AH DIRECTION FROM North East South \lest North East South \lest START PEAK HOUR 8:00 AH 8:00 AH 7:45 AH 8:00 AH 8:00 AH 3 PEAK HR FACTOR 0.75 0.53 0.25 0.54 0.75 0.53 0.25 0.54 0 L 7 12 15 0 J ........ VOLUHES .••••••• Right Thru Left Total 0 1 8 20 14 0 0 1 0 0 12 3 Entire Intersection 0 8 20 14 0 0 1 0 0 12 3 ' 0 GARFIELD STREET l 9 34 1 15 9 34 1 15 .... PERCENTS ... Right Thru Left 0 11 89 59 41 0 0 %100 0 0 80 20 0 11 89 59 41 0 0 %100 0 0 80 20 N W-j-E s 1 20 1-- 34 14 L 0 0 CARLSBAD BY THE SEA ',-2,a-4--------l/RBAN SYSTEMS---------~ 0024.94 APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Site Code: CARLSBAD N·S Street: GARFIELD STREET E·W Street: BEECH AVE. Client ·: URBAN SYSTEMS Movements by: VEHICLES PEAK PERIOO ANALYSIS FOR THE PERIOO: 4:00 PM· 6:00 PM DIRECTION FROM North East South West North East South West START PEAK HOUR 4:45 PM 4:15 PM 4:00 PM 4:30 PM 4:15 PM .. -..i,,..: .... , ......... 0 PEAK HR FACTOR 0.67 0.61 0.50 0.70 0.42 0.61 0.50 0.65 1 L 7 13 13 0 J ........ VOLUMES ...••••• Right Thru Left Total 2 0 6 5 17 0 2 0 0 0 14 0 Entire Intersection 1 1 3 5 17 0 2 0 0 0 13 0 1 3 5 _J I 0 GARFIELD STREET 0 8 22 2 14 5 22 2 13 I 22 L 2 CARLSBAP BY THE SEA . ... PERCENTS ... Right Thru Left 25 0 75 23 77 0 X100 0 0 0 X100 0 20 20 60 23 77 0 X100 0 0 0 X100 0 N W--f-E s 5 17 0 PAGE 14 OF 33 PAGE: 1 FILE: H9410109 DATE: 10/26/94 ...... 12-19-4 --------URBAN SYSTEMS-----------' 0024.94 APPENDIX A PAGE 15 OF 33 TURNING MOVEMENTS by Traffic Counts, Inc Site Code: CARLSBAD PAGE: N·S Street: CARLSBAD BLVD, FILE: H941011i:. E·W Street: GRAND AVE. Client : URBAN SYSTEMS Movements by: VEHICLES DATE: 10/25/94 ··········--·--------·---------·-··---·········--------------·····-·······-------------------------------------------------------- Time From North From East From South From West Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total ···········-·-------------·-------·---·············--······-················-·····-···············-------------------------------- 7:00 AM 2 71 6 2 3 11 14 39 3 2 2 , 156 7:15 7 69 3 10 2 9 21 33 11 3 1 2 171 7:30 1 84 2 9 13 20 47 4 3 2 1 187 7:45 6 ; 73 4 12 4 12 15 49 7 1 4 2 189 HR TOTAL 16 297 15 33 10 45 70 168 25 9 9 6 703 8:00 AM 5 72 8 10 3 9 20 48 2 3 3 1 184 8:15 5 51 3 12 2 13 33 74 4 2 2 3 204 8:30 12 68 1 8 4 14 23 54 6 3 3 2 198 8:45 ,, 81 1 10 3 10 23 76 7 2 4 3 231 HR TOTAL 33 272 13 40 12 46 99 252 19 10 12 9 817 ------------------------------------------------------------Break ------------------------------------------------------------ 4:00 PH 11 91 14 14 6 15 25 70 4 2 5 2 259 4:15 4 94 11 24 5 17 27 91 10 4 6 1 294 4:30 7 88 11 23 5 13 26 91 15 5 5 2 291 4:45 3 65 14 16 2 19 25 103 4 1 2 255 HR TOTAL 25 338 50 77 18 64 103 355 33 12 17 7 1099 5:00 PM 6 100 13 22 3 18 28 112 8 5 4 5 324 5:15 4 78 10 10 6 17 25 119 4 4 5 5 287 5:30 8 72 10 12 5 10 18 97 6 2 2 243 5:45 1 65 8 12 2 12 14 50 6 2 0 173 HR TOTAL 19 315 41 56 16 57 85 378 24 13 11 12 1027 ---------------------------------------------------------------------------------------------------------------------------------- DAY TOTAL 93 1222 119 206 56 212 357 1153 101 44 49 34 3646 CARLSBAD BY THE SEA """"1-210-4--------URBAN SYSTEMS-----------' 002494 Site Code: CARLSBAD N·S Street: CARLSBAD BLVD. E•\I Street: GRAND AVE. Client : URBAN SYSTEMS APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES PEAK PERIOD ANALYSIS FOR THE PERIOD: 7:00 AM· 9:00 AM DIRECTION START FROM PEAK HOUR PEAK HR FACTOR ........ VOLUMES ....... . Right Thru Left Total . ... PERCENTS ... Right Thru Left ··············---------·-··-········-----------------------------------------------------------North East South \lest North East South \lest 7:15 AM 7:45 AM 8:00 AM 8:00 AM 8:00 AM GRAND AVE. 9 12 10 0.96 0.92 0.83 0.86 0.85 0.91 0.83 0.86 33 L 7 31 J 19 298 17 334 42 13 48 103 99 252 19 370 10 12 9 31 Entire Intersection 33 272 13 318 40 12 46 98 99 252 19 370 10 12 9 31 272 318 _J i 98 L ' 370 7 19 252 99 CARLSBAD BLVD. CARLSBAlJ BY THE SEA 6 89 5 41 13 47 27 68 5 32 39 29 10 86 4 41 12 47 27 68 5 32 39 29 N W-t-E s 40 12 46 PAGE 16 OF 33 PAGE: 1 FILE: H9410112 DATE: 10/25/94 '12-,e-4 --------URBAN SYSTEMS----------' 002494 Site Code: CARLSBAD N•S Street: CARLSBAD BLVD. E·W Street: GRAND AVE. Client : URBAN SYSTEMS APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES PEAK PERIOD.ANALYSIS FOR THE PERIOD: 4:00 PM· 6:00 PM DIRECTION FROM North East South West North East South West START PEAK HOUR 4:15 PM 4:15 PM 4:30 PM 4:30 PM 4:15 PM PEAK HR FACTOR 0.87 0.91 0.95 0.79 0.87 0.91 0.91 0.73 20 L ........ VOLUMES ....... . Right Thru Left Total 20 347 85 15 104 425 15 15 49 67 31 14 416 167 560 44 Entire Intersection 20 347 49 416 85 15 67 167 106 397 37 540 15 16 10 41 347 416 _J . ... PERCENTS ... Right Thru Left 5 83 12 51 9 40 19 76 6 34 34 32 5 83 12 51 9 40 20 74 7 37 39 24 N W-j-E s , 85 PAGE 17 OF 33 PAGE: 1 FILE: H9410112 DATE: 10/25/94 1-- GRAND AVE. 167 15 ____ 1_0 7 L 67 16 41 15 J ' 540 7 37 397 106 CARLSBAD BLVD. CARLSBAO BY THE SEA """'1-219-4 --------URBAN SYSTEMS---------___, 002494 r APPENDIX A PAGE 18 OF 33 TURNING MOVEMENTS by Traffic Counts, Inc Site Code: CARLSBAD PAGE: 1 N·S Street: CARLSBAD BLVD. FILE: H9410111 E·W Street: CHRISTIANSEN WAY Client : URBAN SYSTEMS Movements by: VEHICLES DATE: 10/26/94 ---------------------------------------------------------------------------------------------------------------------------------- Time From North From East From South From West Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total ---------------------------------------------------------------------------------------------------------------------------------· 7:00 AM 1 76 2 0 0 0 0 45 0 0 0 0 124 7:15 2 91 0 0 0 0 49 1 0 0 3 147 7:30 1 BO 0 0 0 1 51 1 3 0 0 138 7:45 2 77 5 0 0 1 57 7 2 1 2 155 HR TOTAL 6 324 7 2 0 1 2 202 9 5 1 5 564 8:00 AM 1 BB 3 2 0 0 0 50 4 1 3 153 8:15 3 59 2 2 0 0 1 81 5 0 0 154 8:30 1 71 1 2 0 0 0 62 1 9 0 0 147 8:45 4 93 1 1 0 0 0 85 7 1 0 2 194 HR TOTAL 9 311 7 7 0 0 1 278 17 12 1 5 648 ------------------------------------------------------------Break ------------------------------------------------------------ 4:00 PM 3 106 2 0 0 4 110 5 3 0 2 236 4:15 2 102 5 2 0 2 1 99 7 2 0 1 223 4:30 1 100 3 1 0 0 1 107 5 4 0 1 223 4:45 2 B4 2 2 0 0 2 115 1 0 3 212 HR TOTAL B 392 12 5 0 3 B 431 18 10 0 7 894 5:00 PM 3 111 5 1 0 0 3 139 3 4 0 1 270 5:15 0 96 3 1 0 0 145 1 3 0 3 253 5:30 0 79 5 1 0 106 3 1 0 0 197 5:45 1 76 2 0 0 0 64 2 0 0 0 146 HR TOTAL 4 362 15 4 2 3 454 9 B 0 4 866 ------------------------------------------------------------------·--------------------------------------------------------------- DAY TOTAL 27 1389 41 18 6 14 1365 53 35 2 21 2972 CARLSBAfJ BY THE SEA "-,12-,e-4---------URBAN SYSTEMS---------....,~ 002494 Site Code: CARLSBAD N·S Street: CARLSBAD BLVD. E·W Street: CHRISTIANSEN WAY Client : URBAN SYSTEMS APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES PEAK PERICO ANALYSIS FOR THE PERICO: 7:00 AM• 9:00 AM DIRECTION START FROM PEAK HOUR North East South West North East South West 7:15 AM 7:45 AM 8:00 AM 7:45 AM 8:00 AM PEAK HR FACTOR 0.94 0.88 0.80 0.56 0.83 0.88 0.80 0.50 9 L CHRISTIANSEN WAY 5 7 1 18 12 J •••••••. VOLUMES •••••••• Right Thru Left Total 6 336 8 350 6 0 1 7 1 278 17 296 13 2 5 20 Entire Intersection 9 311 7 327 7 0 0 7 1 278 17 296 12 1 5 18 311 327 _J i 7 L i 296 7 17 278 CARLSBAD BLVD. . ... PERCENTS ... Right Thru Left 2 96 2 86 0 14 0 94 6 65 10 25 3 95 2 %100 0 0 0 94 6 67 6 28 7 0 0 N W-f-E s PAGE 19 OF 33 PAGE: 1 FILE: H9410111 DATE: 10/26/94 CARLSBAD BY THE SEA ',2-1e-4 --------URBAN SYSTEMS---------__, 0024.94 APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Site Code: CARLSBAD N·S Street: CARLSBAD BLVD. E·W Street: CHRISTIANSEN WAY Client : URBAN SYSTEMS Movements by: VEHICLES PEAK PERIOO ANALYSIS FOR THE PERIOO: 4:00 PH• 6:00 PH DIRECTION FROM North East South West North East South West START PEAK HOUR 4:15 PH 4:00 PH 4:30 PH 4:30 PH 4:30 PH PEAK HR FACTOR 0.88 0.50 0.89 0.83 0,86 0.75 0.89 0.83 6 L CHRISTIANSEN WAY 8 7 0 20 12 J ........ VOLUMES ....•••• Right Thru Left Total 8 397 15 420 5 0 3 8 6 506 10 522 12 0 8 20 Entire Intersection 6 391 13 410 5 0 6 6 506 10 522 12 0 8 20 391 410 _J i 6 L I 522 7 10 506 CARLSBAD BLVD. CARLSBAO BY THE SEA . ... PERCENTS ... Right Thru Left 2 95 4 62 0 38 1 97 2 60 0 40 95 3 83 0 17 1 97 2 60 0 40 N W-\-E s 5 0 1 PAGE 20 OF 33 PAGE: 1 FILE: H9410111 DATE: 10/26/94 ~12-1e-4 --------URBAN SYSTEMS---------..., 002494 APPENDIX A PAGE 21 OF 33 TURNING MOVEMENTS by Traffic Counts, Inc Site Code: CARLSBAD PAGE: 1 N·S Street: OCEAN STREET FILE: H9410107 E·II Street: CHRISTIANSEN IIAY Client : URBAN SYSTEMS Movements by: VEHICLES DATE: 10/26/94 ---------------------------------------------------------------------------------------------------------------------------------- Time From North From East From South From llest Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total ----------------------------------------------------------------------------------------------------------------------------------7:00 AM 0 3 3 0 0 D 2 D 0 0 0 9 7:15 0 5 1 0 0 2 1 0 0 0 0 10 7:30 0 7 0 1 0 1 0 3 0 0 0 0 12 7:45 0 5 2 1 0 1 2 3 0 0 0 0 14 HR TOTAL 0 20 4 6 0 2 4 9 0 0 0 0 45 8:00 AM 0 3 1 0 0 0 2 2 0 0 0 0 8 8:15 0 6 2 0 0 4 3 3 0 0 0 0 18 8:30 0 5 1 0 2 3 4 0 0 0 0 16 8:45 0 9 1 0 3 5 5 0 0 0 0 24 HR TOTAL 0 23 5 2 0 9 13 14 0 0 0 0 66 ------------------------------------------------------------Break ------------------------------------------------------------ 4:00 PM o· 4 2 0 4 0 4 0 0 0 0 15 4:15 0 5 0 0 0 1 4 3 0 0 0 0 13 4:30 0 9 0 , 0 2 0 3 0 0 0 0 15 4:45 0 7 0 0 0 0 3 6 0 0 0 0 16 HR TOTAL 0 25 2 2 0 7 7 16 0 0 0 0 59 5:00 PM 0 4 2 0 3 0 6 0 0 0 0 16 5:15 0 4 0 0 0 2 4 9 0 0 0 0 19 5:30 0 5 0 0 2 9 0 0 0 0 18 5:45 0 6 0 0 0 2 1 7 0 0 0 0 16 HR TOTAL 0 19 1 3 0 9 6 31 0 0 0 0 69 DAY TOTAL 0 87 12 13 0 27 30 70 0 0 0 0 239 CARLSBAD BY THE SEA 1.."""',-2,s-4---------LIRBAN SYSTEMS-----------'~ 0024.94 APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Site Code: CARLSBAD N·S Street: OCEAN STREET E·II Street: CHRISTIANSEN IIAY Client : URBAN SYSTEMS Movements by: VEHICLES PEAK PERIOO ANALYSIS FOR THE PERIOO: 7:00 AH• 9:00 AH DIRECTION START FROM PEAK HOUR Nortli Eest South llest North East South West 8:00 AH 8:00 AH 8:00 AH 8:00 AH 8:00 AH 0 0 0 PEAK HR FACTOR 0.70 0.69 0.68 o.oo D.70 0.69 0.68 0.00 0 L 7 0 J ........ VOLUMES .....•.• Right Thru Left Total 0 23 2 0 13 14 0 0 5 9 0 0 28 11 27 0 Entire Intersection 0 23 5 28 2 0 9 11 13 14 0 27 0 0 0 0 23 5 28 _J ' 11 L I 27 7 0 14 13 OCEAN STREET ••••PERCENTS ••• Right Thru Left 0 18 48 0 0 18 48 0 2 0 9 82 0 52 0 82 0 52 0 N 18 82 0 0 18 82 0 0 W-!-E s PAGE 22 OF 33 PAGE: FILE: H94101D7 DATE: 10/26/94 CARLSBAD BY THE SEA """"'1-210-4 --------URBAN SYSTEMS---------_,, 002494 APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Site Code: CARLSBAD N·S Street: OCEAN STREET E·W Street: CHRISTIANSEN WAY Client : URBAN SYSTEMS Movements by: VEHICLES PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PH· 6:00 PH DIRECTION FROM North East South· West North East South West START PEAK HOUR 4:00 PM 5:00 PM 4:45 PM 4:45 PM 4:45 PM PEAK HR FACTOR 0.75 0.60 0.73 o.oo 0.75 0.50 0.73 0.00 0 L CHRISTIANSEN WAY 0 7 0 0 0 J ........ VOLUMES ...••••• Right Thru Left Total 0 25 2 27 3 0 9 12 8 30 0 38 0 0 0 0 Entire Intersection 0 20 21 3 0 7 10 8 30 0 38 0 0 0 0 20 l 21 _J ' 10 L i 38 7 0 30 8 OCEAN STREET .... PERCENTS ... Right Thru Left 0 25 21 0 0 30 21 0 3 0 7 93 0 79 0 95 0 79 0 N 7 75 0 0 5 70 0 0 w-t-E s PAGE 23 OF 33 PAGE: FILE: H9410107 DATE: 10/26/94 CARLSBAD BY THE SEA .....,1-219-.--------l/RBAN SYSTEMS---------.., 0024.94 Site Code: CARLSBAD N·S Street: OCEAN STREET E·W Street: BEECH AVE. Client : URBAN SYSTEMS Time From North Begin RT THRU APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES From East From South LT RT THRU LT RT THRU PAGE 24 OF 33 PAGE: 1 FILE: H9410106 DATE: 10/27/94 From West Vehicle LT RT THRU LT Total ----------------------------------------------------------------------------------------------------------------------------------7:0o'AH 0 2 0 0 0 2 0 0 0 0 0 5 7:15 0 1 3 0 0 3 0 0 0 0 0 8 7:30 0 2 0 0 0 0 0 0 0 0 0 0 2 7:45 0 0 1 0 0 0 1 2 0 0 0 0 4 HR TOTAL 0 5 4 0 0 4 3 3 0 0 0 0 19 8:00 AH 0 3 1 1 0 1 1 0 0 0 0 0 7 8:15 0 2 1 1 0 3 1 3 0 0 0 0 11 8:30 0 4 0 3 0 0 0 0 0 0 0 8 8:45 0 3 1 0 0 2 4 0 0 0 0 11 HR TOTAL 0 12 3 6 0 5 4 7 0 0 0 0 37 ------------------------------------------------------------Break ------------------------------------------------------------ 4:00 PH 0 0 2 0 3 2 0 0 0 0 9 4:15 0 3 3 1 0 0 1 4 0 0 0 0 12 4:30 0 0 1 2 0 0 2 4 0 0 0 0 9 4:45 0 1 0 0 2 0 0 0 0 6 HR TOTAL 0 5 4 6 0 2 8 11 0 0 0 0 36 5:00 PH 0 2 2 1 0 3 0 1 0 0 0 0 9 5:15 0 2 0 3 0 4 0 3 0 0 0 0 12 5:30 0 4 0 0 2 2 2 0 0 0 0 11 5:45 0 3 3 0 0 1 2 0 0 0 0 10 HR TOTAL 0 11 4 7 0 9 3 8 0 0 0 0 42' DAY TOTAL 0 33 15 19 0 20 18 29 0 0 0 0 134 CARLSBAO BY THE SEA """",-210-4 --------URBAN SYSTEMS-----------' 0024.94 Site Code: CARLSBAD N·S Street: OCEAN STREET E·W Street: BEECH AVE. Client : URBAN SYSTEMS DIRECTION FROM North East South West North East South West APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES PEAK PERIOD ANALYSIS FOR THE PERIOD: 7:00 AM· 9:00 AM START PEAK HOUR 8:00 AM 8:00 AH 8:00 AM 8:00 AM 8:00 AH 0 0 0 PEAK HR FACTOR 0.94 0.69 0.46 0.00 0.94 0.69 0.46 0.00 0 L 7 0 J ........ VOLUMES .......• Right Thru Left Total 0 12 3 6 0 5 4 7 0 0 0 0 Entire Intersection 0 12 3 6 0 5 4 7 0 0 0 0 12 3 15 _J ' 0 OCEAN STREET 11 7 15 11 11 0 15 11 11 0 7 I 11 L 4 . ... PERCENTS ... Right Thru Left 0 80 20 55 0 45 36 64 0 0 0 0 0 80 20 55 0 45 36 64 0 0 0 0 N W-!-E s 6 0 5 PAGE 25 OF 33 PAGE: 1 FILE: H9410106 DATE: 10/27/94 CARLSBAD BY THE SEA """',-219-4---------URBAN SYSTEMS---------__,,,, 002494 Site Code: CARLSBAD N·S Street: OCEAN STREET E·W Street: BEECH AVE. Client : URBAN SYSTEMS APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM· 6:00 PH DIRECTION START FROM PEAK HOUR North East South West North East South West 5:00 PH 5:00 PH 4:00 PH 4:00 PH 5:00 PH 0 0 0 PEAK HR FACTOR 0.75 0.57 0.79 o.oo 0.75 0.57 0.69 o.oo 0 L 7 0 J ........ VOLUMES .••.•••• Right Thru Left Total 0 11 7 0 8 11 0 0 4 9 0 0 15 16 19 0 Entire Intersection 0 11 4 15 7 0 9 16 3 8 0 11 0 0 0 0 11 4 15 _J ' 11 7 0 8 I 16 L 3 . ... PERCENTS ... Right Thru Left 0 73 44 0 42 58 0 0 0 73 44 0 27 73 0 0 N 27 56 0 0 27 56 0 0 w+E s 7 0 9 PAGE 26 OF 33 PAGE: FILE: H9410106 DATE: 10/27/94 CARLSBAD BY THE SEA """1-2,e-4--------l/RBAN SYSTEMS-----------' 002494 APPENDIX A PAGE 27 OF 33 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 ********************************************************************* IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET,. 35 PEAK HOUR FACTOR, ................ ,... . 9 AREA POPULATION ...................... 150000 NAME OF THE EAST/WEST STREET, .. , .... , BEECH AV, NAME OF THE NORTH/SOUTH STREET,.,,,., CARLSBAD BLVD. NAME OF THE ANALYST,,,., ...... , ...... SK DATE OF THE ANALYSIS (mm/dd/yy)., .... 12-19-1994 TIME PERIOD ANALYZED .... ,, ...... ,,.,, AM PEAK OTHER INFORMATION,,,. EXISTING CONDITIONS INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- LEFT THRU RIGHT EB 5 5 15 WB 5 0 5 NB 30 260 5 NUMBER OF LANES AND LANE USAGE SB 15 310 15 --------------------------------------------------------------------- LANES T.A NF. TJ8A(iF. EB 1 T.'T'H WB 1 T.'T'H NB 3 CARLSBAfJ BY THE SEA SB 3 ...... 12-19-4 --------URBAN SYSTEMS---------_., 0024.94 APPENDIX A PAGE 28 OF 33 ADJUSTMENT FACTORS Page-2 PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS --------------------------------------------------EASTBOUND 0.00 90 20 N WESTBOUND 0,00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND o.oo 90 20 N VEHICLE COMPOSITION -----------------------------------· --------------------------------- % SU TRUCKS % COMBINATION AND RV'S VEHICLES % MOTORCYCLES -------------------------------------EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST, FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP ---------------------------------------------MINOR RIGHTS EB 5.70 5.70 o.oo 5.70 WB 5.70 5.70 o.oo 5.70 MAJOR LEFTS SB 5.60 5.60 o.oo 5,60 NB 5.60 5.60 o.oo 5.60 MINOR THROUGHS EB 6.80 6.80 o.oo 6.80 WB 6.80 6.80 o.oo 6,80 MINOR LEFTS EB 7.30 7.30 o.oo 7.30 WB 7.30 7.30 0.00 7.30 IDENTIFYING INFORMATION ---------------------------------------------------------------------NAME OF THE EAST/WEST STREET ...... BEECH AV. NAME OF THE NORTH/SOUTH STREET .... CARLSBAD BLVD, DATE AND TIME OF THE ANALYSIS ..... 12-19-1994 ; AM PEAK OTHER INFORMATION .... EXISTING CONDITIONS CARLSBAD BY THE SEA '1-210-4---------l/RBAN SYS TEMS-------°'-~-1.?-,,,,9--,,,,__, APPENDIX A PAGE 29 OF 33 CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN-ACTUAL FLOW-TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) C (pcph) C (pcph) C (pcph) C = C -V LOS p M SH R SH ------------------------------------------------ MINOR STREET EB LEFT 6 295 281 > 281 > 275 > C THROUGH 6 339 324 > 507 324 > 476 318 >A B RIGHT 18 931 931 > 931 > 913 > A MINOR STREET WB LEFT 6 284 265 > 265 > 259 > C THROUGH 0 336 321 > 415 321 > 403 321 >A B RIGHT 6 955 955 > 955 > 949 > A MAJOR STREET SB LEFT 18 779 779 779 761 A NB LEFT 37 719 719 719 682 A IDENTIFYING INFORMATION ---------------------------------------------------------------------NAME OF THE EAST/WEST STREET,,, .. , BEECH AV. NAME OF THE NORTH/SOUTH STREET,, .. CARLSBAD BLVD. DATE AND TIME OF THE ANALYSIS,, ... 12-19-1994 ; AM PEAK OTHER INFORMATION, ... EXISTING CONDITIONS CARLSBAD BY THE SEA ......,1-219-4 --------URBAN SYSTEMS-----------' 0024.94 APPENDIX A PAGE 30 OF 33 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 ********************************************************************* IDENTIFYING INFORMATION AVERAGE RUNNING SPEED, MAJOR STREET .. 35 PEAK HOUR FACTOR, ........ ,........... . 9 AREA POPULATION ...................... 150000 NAME OF THE EAST/WEST STREET,, ....... BEECH AV. NAME OF THE NORTH/SOUTH STREET ... , ... CARLSBAD NAME OF THE ANALYST .................. SK DATE OF THE ANALYSIS (mm/dd/yy) ...... 02/14/95 TIME PERIOD ANALYZED ................. PM PEAK OTHER INFORMATION .... EXISTING CONDITIONS INTERSECTION TYPE AND CONTROL INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES LEFT THRU RIGHT EB 10 1 10 WB 0 0 8 NB 20 625 5 NUMBER OF LANES AND LANE USAGE SB 20 625 10 BLVD. -----------------------------------------------~--------------------- LANES EB 1 WB 1 NB 3 CARLSBAD BY THE SEA SB 3 ..... 2-,9-5 --------URBAN SYSTEMS---------., 002494 APPENDIX A PAGE 31 OF 33 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS --------------------------------------------------EASTBOUND 0.00 90 20 N WESTBOUND 0.00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND o.oo 90 20 N VEHICLE COMPOSITION % SU TRUCKS % COMBINATION AND RY'S VEHICLES % MOTORCYCLES -------------------------------------EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS TABULAR VALUES ADJUSTED SIGHT DIST, FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP ---------------------------------------------MINOR RIGHTS EB 5,70 5,70 o.oo 5.70 WB 5.70 5.70 0.00 5.70 MAJOR LEFTS SB 5.60 5.60 o.oo 5.60 NB 5.60 5.60 0.00 5.60 MINOR THROUGHS EB 6.80 6.80 o.oo 6.80 WB 6.80 6.80 0.00 6,80 MINOR LEFTS EB 7.30 7.30 0.00 7.30 WB 7.30 7.30 o.oo 7.30 IDENTIFYI.NG INFORMATION ---------------------------------------------------------------------NAME OF THE EAST/WEST STREET, ..... BEECH AV, NAME OF THE NORTH/SOUTH STREET, ... CARLSBAD BLVD. DATE AND TIME OF THE ANALYSIS,, .. , 02/14/95 ; PM PEAK OTHER INFORMATION, .. , EXISTING CONDITIONS CARLSBAD BY THE SEA """2-,e-s ---------URBAN s YS TEMS-------0,-~-!.?.-'4,9._'4.__, APPENDIX A PAGE 32 OF 33 CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN-ACTUAL FLOW-TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) C (pcph) C (pcph) C (pcph) C = C -V LOS p M SH R SH ------------------------------------------------ MINOR STREET EB LEFT 12 84 78 > 78 > 66 > E THROUGH 1 106 100 > 140 100 > 114 99 >D E RIGHT 12 817 817 > 817 > 805 > A MINOR STREET WB LEFT 0 83 77 > 77 > 77 > E THROUGH 0 106 99 > 820 99 > 810 99 >A E RIGHT 10 820 820 > 820 > 810 > A MAJOR STREET SB LEFT 24 477 477 477 452 A NB LEFT 24 473 473 473 449 A IDENTIFYING INFORMATION ---------------------------------------------------------------------NAME OF THE EAST/WEST STREET ...... BEECH AV. NAME OF THE NORTH/SOUTH STREET,.,. CARLSBAD BLVD, DATE AND TIME OF THE ANALYSIS, .... 02/14/95 ; PM PEAK OTHER INFORMATION,,,. EXISTING CONDITIONS CARLSBAO BY THE SEA """'2-,9-s --------URBAN SYSTEMS---------,., 002494 ... I\) --CD .... ~~ ~~ ~~ ~ V:) tl) ~~ ~ ~ ~~ v5 ~ ~ ~ ~ [:zQJ _J -x ICU Alt. A MOVE CAPACITY l.. ~ rv "!-~ r ~ -.::::-~ LO.S, _ No mitigation ft- .J.l1 :,A~ L :.L ~ J:. '1 ICU d < u ~&s . , : - .08 111"· ,0$ i----. MOVE ,, ~- L0.9. Mitigation ICU Alt. B CAPACITY ICU AM PEAK HOUR ~\>I\N~ Il-9. ~00 AM e--4-q4 j\.lj\,4,. ,1 Ji,,"0(", MOVE L0.9. l.ltlgatlon * NO 9CAL! ' ICU Alt. C CAPACITY ICU ICU Alt. A MOVE CAPACITY ICU MOVE L. I~ rrf 1Y '~ /1."2- .r ·~ ,10 ~ ~ ~""' ,,,. --~4l. L.O.S. /). No mitigation ~,. +-~ '.J LO.S, Mitigation ICU Alt. B CAPACITY ICU PM PEAK HOUR c:)C\Sj\"'3G S"'-f. PM 8-Ar-"'4 J tt \~ i Mtoc. MOVE LO.S. Mitigation * 110 9CAU! ,. ICU Alt. C CAPACITY {CU "D > ~ 0 '11 ----URBAN SYSTEMS----------------------___,, 12/94 0150A AV·ICU1 > "U "U m z 0 x > "'O ► Ci) m c., c., 0 'Tl c., c., PAGE 1 OF 3 APPENDIX B SAND AG TRIP: GENERATION TABLE CARLSBAfJ BY THE SEA \..""'1-219-4 --------l/RBAN SYSTEMS-----------' ... 0024.94 APPENDIX B (NOT SO) BRIEF GUIDE OF VEHICULAR TRAFFIC GENERATION RATES FOR THE SAN DIEGO REGION OCTOBER 1993 PAGE 2 OF 3 San Diego ASSOCIATION OF GOVERNMENTS Suile 800, F1rs1 lnlerslale Plaza 401 8 Street San Diego, Calilomia 92101 (619)595·5300 Fax (619)595-5305 NOTE: This h11ing only repntHnts • mad.I of average, or Hllmated, traffic generation •driveway" rates end some very general trip data for land UHi lemphll1i1 on acrHg• and building square loo11ge} m the San Diego region. Then rates are subject to change as future documentation becomes ava1l1ble, or as local sources are updated. For more 1pecif1c inlorm111on regarding traffic data and trip rat.a. plane refer to the San Diego Traffic Generators manual. AlwlYI GblGk wuh local iuri1d1ctroo1 for 1b11r PTlftatd or 1nohc1bl1 rl!u LAND USE TRIP CATEOORIES EmMATED WEEKDAY VEHICLE HIGHEST PEAK HOUR '5 lplua IN:OUT ratio) tPIIIMAIIY:DIVEffTED;PASHYf TRIP GENERATION RATE (DRIVEWAYJ l•tw••n 7.SA-M. l•tween 4-1 P.M. AGRICULTURE (Open Space) ······--[8018:2) 2/acre•• AIRPORT [78:20:2) Commercial 12/acre, 100/fhgh1, 70/1000 sq ft•· 6% (64) 7% (5:5) General Aviation 6/acre, 3 fhght. 7 /based aircraft" •· Hahpons 100/acre .. 10% (6:4) 16% (5:6) AUTOMOBILE' Car Wash Automatic 800/s11e, 600/acra•• 4% (6.5) "" (5:5) Sell-serve 100/wash stair 4% (5·6) 8% (5:5) Gasolme (21:51:28) With/Food Man -150/veh,cle fuehng space•• 8% (5:5) 8% (6:5) With/Food Mart & Cat Wash· 165/vehtcle fuelmg space"" 8% 15:6) "" (5:6) Old Service Station Design 750/station, 130/vehicla fuehng spece·• 1% (5:5) ,,,. 15,6) Sales (Dealer & R•pair} 60/1000 sq. fL, 300/acre, 60/service stall"·• 5% 17,3) 8% 14:8) Auto Repair Center 20/1000 sq. ft~ 400/acre, 20/service stall" 8% (7:3) ,,,. (4·8) CEMETERY 6/acre• CHURCH (or Synagogue)_ [84:26:111 9/1000 sq fl .. 30/acre•• (quadruple rates 4% (8:2) "" 15:5) for Sunday, or days ol assembly) COMMERCIAL/RETAIL' Super Regional Shopping Center •0/1000 sq tt .. c 400/acre• 2% 17:3) 9% 15:5) (More than 60 acres, more than 600,000 SQ. It.. w/usually 3+ major stores) Regional Shopping Center [54:35:11] 60/1000 aq. lt .. c 500/acre' 2% {7:31 9% (5:5) 130·60 acres. 300,000-600,000 sq. fL. w/usually 2+ major stores) Community Shopping Center (47:31:221 70/1000 sq. IL, 700/acre· •• 3% {6:4) 10% 15:5) 110-30 acres, 100.000-300,000 sq 11 .• -w/usuelty"1-maJontorrantttSetache restaurant) Neighborhood Shopi:nng Cent.r 120/1000 sq. ft .. 1200/ecre· •• 4% (6·4) ,,,. (5:5) (Less thin 10 acres, less thin 100,000 sq ft.. w/usually grocery store & dtug store) Commercial Shops --·--······145.40.151 Specialty Retail/Strap Commercial 40/1000 SQ ft .. 400/acre· 3% {6:41 9% {5:51 Supermarket 150/1000 sq fl., 2000/acre • .. .,. {7:3) 10% {5:6) Conve~ience Mar.kel (15•16 hours) 600/1000 IQ, tl."0 8% {5.5) 8% {5:51 124 hours) 700/1000 sq. lt.0 9% {5·5) 1% {5:6) Discount Club 80/1000 sq. It .. 800/acre•• '" {8:2) 9% {6.5) Store 70/1000 sq ft, 600/acre •• 2% {6:4) 10% (5:6) Furniture Store 6/1000 sq ft .• 100/acre•• 4% {7:31 9% 15:6) Lumber Store 30/1000 sq ft .. 1 SO/acre••. 1% {6:4) "" {6:5) Hardware/Paint Store 60/1000 sq. ft., 600/acre·· 2" {6:41 9% {6:5) Garden Nur11ry 40/1000 IQ. ft., 90/ecre"' 3% {6:41 10% {5:5) EDUCATION Un1vert1ty (4 years) ..................... (91:9·01 2.5/student, 100 acre• 10% {9:1) 9% (3.7) Junior Cotlege (2 years)_ ......................................... [92.7.1] 1 6/student. BO/acre• 12% (9:1) 8% {3'7) High School ............ (75:19·6) 1 .4/student, 11/1000 SQ ft., 50/acre• •• 20% (8 2) 14% {3 71 Middle/Junior High_ .................. -............................ (63 25:12] 1.0/student. 40/acre .. 24% {7:3) 7% (3:7) Elementary .................. (57:25 10] 1 4/student, 14/1000 sq ft .. 60/acre"" 28% {6 41 5% {3.7) Day Care ...... (28 58:14) 5/chlld. 80/1000 sq ft•• 19% {5:51 18% {5:5) FINANCIAL1 .................................................................... [35·42.23) Bank (Walk-In Only) 150/1000 sq ft., 1000/acte' •• 4% (7:3) 8% {4:61 With Drive-Through 200/1000 sq. fl .. 1500/acre• 5% (6·41 10% (6:5) Drive-Through Only 250 (125 one-way)/lane' 3% {5:5) 13% {5:5) Savings & Loan 60/1000 SQ It., 600/ecre•• 2% 9% Drive-Through Only 100 150 one-way)/lane•• 4% 16% HOSPITAL -·--· (73.25:2] General 20/bed, 20/1000 sQ. H, 300/acre• 9% (7:31 10% {3.7) ConvatescenVNursing 3/bed .. 1% 16:4) 7% (4:6) INDUSTRIAL Industrial/Business Park (commercial Included)_ [79: 19.2] 16/1000 sq It., 200/acre· 12% (8 2) 12% (2.8J lndustr11l Park. (no commerc .. J) 8/1000 sq 11 .. 90/acre' 11% {9 1) 12% 12:8) Industrial Plant (mulupl1 sh1l!sl __ [92.5·31 10/1000 sq. It .. 120/acre' 14% {8:21 15% 13,7) Manufacturing/AsJembJy 4/1000 sq. ft. 50/acre"" 20% {9.11 20% 12 8) Warehousing 5/1000 SQ ft. 60/acre•• 15% 17:3) 18% (4.6) Storage 2/1000 sq. ft. 0.2/vault. 30/acre• 6% 15·5) 9% {5.5) Science Research & Development 8/1000 SQ. ft .. BO/acre· 16% (9:1) 14% (1:91 (OVER) MEMBER AGENCIES· C1l1es of Carlsbad, Chula V1s1a, Coronado. Der Mar. El Ca1on, Encm1tas. Escondido, Imperial Beach. La Mesa. Lemon Grove. National C1ty, Oceanside, Poway, San Diego. San Marcos. Santee. Solana Beach, V1s1a and Counly ol San Diego ADVISORY/LIAISON MEMBERS· Cahlom1a Department or Transpona11on. U.S Depanment of Delense. SD Un1f1ed Pon 01slnc1 and TiJuana/Baja Cahlorn1a SOURCE SAND AG TRIP GENERATION MANUAL, 10/93 CARLSBAD BY THE SEA Tfl.lPLENOTH fMIIHJ" 10,B 12.6 2.8 6.1 6,2 3.e 4.3 8.9 9.0 4,8 5.0 3.4 3.7 3.4 8.3 90 11.7 -12-10-4 --------URBAN SYSTEMS---------....,, 0024.94 LAND USE TRIP CATEGORIES f PRIMARY:DIVEflTEO:P'ASWYr UBRARY----------··---•[44:44·12] LODGING _____________ [6838:4J Hole I (w/COftVeft\ion faclm .. /rH~.nll Mo1el RuortHotel MIUTAIIY-------------!B2:16.2J OFFICE Stand•rd Commercial Off,ce _______ [77:19 41 Una th■n 100.000 1q fl.J Large IH1g~R1se) Commercial OU.ca {82. 15:3] (more than 100,000 sq ft .. 6+ stories) Corporate Office {single 1enant) Government (CMc CenterJ-------160.34:16) Post Office Central/Walk-In Only Community lnot including mad drop lane) • fw/mall drop lane) Mall Drop Lane only Oepar1ment of Motor Vehicles Med;ca1 _____________ [80.30:10J PARKS ______________ [88:28·6J City !developed) Regional !developed) Neighborhood/Regional (undeveloped) Amusement (Theme) San Diego Zoo Sn World RECREATION Beach. Ocean or Bav .---------[62:39 91 Beach. Like (Ir.sh water) Bowling Center Campground Golf Courn Marmas Racquetball/Health Club Tennis Courts Sports Facihties Outdoor S11d1um Indoor Arena Racetrack Theaters lmull1ple,c) _________ (66:17:17] RESIDENTIAL------------!88:11:3] Smgla Family Oe11ched (average 4 OU/acre) Condominium (or any mulli-f1mlly less thin 20 OU/acre) Apartments (or any multt-tamily units more than 20 OU/acr1) MobtleHome Family Adults Only Re11rem1n1 Community Rural Estate Congregate Care Fac1hty RESTAURAH1'--------··············[51:37·12J Ouahty Sn-clown, high turnover Fast Food (w/dnve-through} Oehcatessen (7arn--4pm) TRANSPORTATION Bus Depot Truck Terminal Waterport Transit S1at1on (Rail) Park & Ride Lots • Pnm1rv source· S.n D,.go Tr•lflc Gtmtu•rors APPENDIX B ESTIMATED WEEKDAY VEHICLE TRIP GENERATION RATE (DRIVEWAY) 60/1000 sq h .. 400/acre•• 10/room. 300/aere 9/room. 200/acre• 8/room. 100/acre" 2.6 m1h1ary & c1vihan personnel" 20/1000 sq ft .. 0 300/acre• 17/1000 SQ tt,0 600/acre• 10/1000 sq It~ 150/acre· • 30/1000 SQ. fl:" 90/1000 SQ. ft:• 200/1000 sq. ft .. 1300/acre• 300/1000 sq ft, 2000/acre• 1500 (750 one--way)/lane· 180/1000 SQ IL. 900/ac,e·· 50/1000 sq. ft.. 500/acre· 50/acre· 20/acre· 5/acre" 80/acre, 130/acre (summer only)"" 115/acre· 80/aere· 600/1000 II shoreline. 60/aere· 50/1000 ft. shorehne. 5/aere· 30/Jane. 300/aere"" 4/campsne•• 8/acre, 40/hole. 600/course·· 4/berth. 20/acre· •• 40/1000 sq fL. 300/aere. 40/eourt'' 16/aere. 30/court·· 50/acre. 0 2/seat• 30/acre. 0.1/seat" 40/acre. 0.6 seat" 80/1000 sa tt.. 1.8/seat" 10/dweU,ng un1r 8/dwelling unit" 6/dwellrng umt• 5/dwelling unit. 40/aere• 3/dwel/ing unit. 20/acre• 4/dwelhng unit•• 12/dwelhng umt·• 2/dwelbng unit"" 100/1000 SQ ft. 3/seat. 500/acre· •• 250/1000 SQ tt. 7 /seat. 1200/acre• •· 700/1000 sq It. 22/seat. 3000/aere• •• 150/1000 sa ft .. 11/sear· 25/1000 sq ft:· 10/1000 sq ft .. 7/bay, 80/acre•• 170/berth, 12/acre"" 300/ecre"" 400/acre (600/psved acre}" HIGHEST PEAK HOUR '5 (plus IN:OUT r■tia) ■•twnn4-IP.M. 2% (B 2) 10% (5·5) 8% (6 4) 8% (8:4) e" [4 8) 9" [8:4) 5% [64) 7% [4:8) 9% (9,1) 101' (2:8) 14" (9.1) 13% 12:8) 13" (9.1) 14% (2:8) 15" (9:1) 16" (1:9) 9" (9,1) 12% (3:7) 5% 7% 6% (64) 9" (5.5) 7% (5•5) 101' (5·6) 7% (5·6) 12% (5:51 6% (6:4) 11% (4:6) 8% (8:2) 101' 13:7) 4% 8% 6% (6:4) "" (4,8) 7% [7:3) "" 14:6) 4% 8% 6" (8.2) 9% 13:71 3% (3:7) 7% 16:4) 4" [6·4) 9% 16:4) 5" ,1 .. 15:5) 0.3% 8" (7:3) 8% [2 8) 10% [7:3) 8" (2:8) 101' [7:3) 8% (2:8) 9% 17:31 9% [3:7) 12" (6-4) 9" (3:7) 10% (6·4) 3" (6:4) 8% 15:5) 1" (6·4) 8% (7:3) 8" (5:5) 6" (6·4) 4" (6·4) 8% (5.5) 9% (64) 04% 9% (4·8) 8% (5.5) 14>, (7.3) 15% (3 7) 14% (7.3) 16 .. (3 7) .. Oth•r 10urcH. ITf Tr,p Gttn•Nll/Otl Rtt1x,rt Trip Generation fla1es (other agencies and pubhcaoons). various SANOAG & CAL TRANS 1h1d1e1 ,.po,ts and Hlrma11111 PAGE 3 OF 3 TRIP LENGTH (MIIH)L 39 7.8 11.2 88 10.0 6.0 64 5.4 6.3 6.1 7.9 4.7 ' T11p category ptircentage rauos are dally from local household surveys. 0l1•n cannol be apphed to very spec1hc land uses and do not include non .. 1t11d•nt drivers ldralt SANDAG Analysis of Tr,p Dr,en,on. revised NDYt!mber, 1990) PRIMARY• one tnp direclly betwHn origin and pmnary dest1n1t1on OIVEflTED • lrnked u1p !having one or more s1op1 along the way 10 a p11mary dest1n111,on) whose d1s11rtce compared to drrect distance 2'. 1 mile. PASS.BY• undrverted or d11••rted < t mile l Trip lenglhs ar• •v•r•ge w•1ghted for •II tnps to and from gerteral l•nd use slle (All Ulps sy1u1m-1de average length • 6.9 miles) c Filled curve •Quauon ln(T) • 0.756 Ln(11) • 5.25} T 1 • 1 000 1 •toll trips.x• • SQ L ° F1t11d curve equ1t1on. Ln!T) • 0 766 ln(x) • 3 95 1 Sugges11d PASS-BY {undrntt•d or diverted <1 mile} percentages for tnp rale 1•duc11ons only durmg PM peak P11t1od CbaHd on comb1na11on of local data/reYlew •nd Other 1ources"") COMMEflCIAL/AETAll Regional Stwppmg Center 20'!1i Commumty a • 30'1. Neighborhood O 40% Specuil1y R11ad/Str1p Commerc111l {other} 1CJ,i, Supermarkll 4CJ,i, Conven11nce M11ket 50% D11C0unt Ck.lb/Store 30'h FINANCIAL 8-nli: .25% AUTOMOBILE Gasoline S111ion 60'rt flESTAURANT Ouahty 1°"' S11-(jown high turnover 2mio Fast Food "°"' SOURCE SANDAG TRIP GENERATION MANUAL, 10/93 CARLSBAIJ BY THE SEA """'1-219-4---------URBAN SYS TEMS-------a-t1.-12--.,,,g.-.,,,...,, APPENDIX C PROJECT PLUS EXISTING. CONDITIONS LEVEL OF SERVICE WORKSHEETS CARLSBAD BY THE SEA PAGE 1 OF 11 """'1-2,0-4 ---------URBAN SYSTEMS-----------' 002494 ~ .... CD ... ~ ~~ ~ ~ ~~ V}~ ~~ ~~ ~~ ~ ~ ~ ~ _J -x 6° XI STI AJt. MOV !..., LO.S. No mlllgallon fr .),UJ ~r~l. ~ Cl) V, a < u Mlllgallon J:\ AM PEAK HOUR PRO.)<;"CT. +,E:°')(1,;·n-N~- 1-·· * NO SCA!.! ' ICU Mltto•tlon _J ~ i PM PEAK HOUR {)R.o.j 1!:c-7" . -+- 'EE-XI S Tl N <;_ * HO SCALI!: ,. '1(/,S7l,AJC., ('fl....OJ~c-r PLIJ~ exrn,AJ, ICU Alt. C MOVE !CAPACITY! ICU I MOVE !CAPACITY! ICU I MOVE !CAPACITY! ICU LO.S. /)._ No mlllgatlon ~> LO.S. __ /j Mitigation J}-Mltlgallon .,, > Ii) m 0 .,, -----URBAN SYSTEMS--------------------------' 121g4 O150A AV·ICU1 I > "'O "'O m z Cl X 0 -0 > Ci) m I\) 0 "Tl ..... ..... APPENDIX C PAGE 3 OF 11 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 ********************************************************************* IDENTIFYING INFORMATION AVERAGE RUNNING SPEED, MAJOR STREET,, 35 PEAK HOUR FACTOR,,,,,,., ..... ,, ... ,,, ,9 AREA POPULATION,, .. , ............ ,,, .. 150000 NAME OF THE EAST/WEST STREET.,, .... ,, BEECH AV. NAME OF THE NORTH/SOUTH STREET ....... CARLSBAD NAME OF THE ANALYST, ........ , ...... ,, SK DATE OF THE ANALYSIS (mm/dd/yy), ... , . 02/14/95 TIME PERIOD ANALYZED,,, .............. PM PEAK OTHER INFORMATION,.,, PROJECT PLUS EXISTING INTERSECTION TYPE AND CONTROL INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES LEFT THRU RIGHT EB 15 1 15 WB 0 0 8 NB 25 625 5 SB 20 610 15 NUMBER OF LANES AND LANE USAGE LANES LANE USAGE EB 1 LTR WB 1 LTR NB 3 CARLSBAD BY THE SEA SB 3 BLVD, ...... 2-195--------URBAN SYSTEMS---------' 002494 r APPENDIX C PAGE 4 OF 11 ADJUSTMENT FACTORS Page-2 PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS --------------------------------------------------EASTBOUND 0.00 90 20 WESTBOUND 0.00 90 20 NORTHBOUND 0.00 90 20 SOUTHBOUND 0.00 90 20 VEHICLE COMPOSITION % SU TRUCKS % COMBINATION AND RY'S VEHICLES % MOTORCYCLES -------------------------------------EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS TABULAR VALUES ADJUSTED SIGHT DIST. (Table 10-2) VALUE ADJUSTMENT ---------------------------------MINOR RIGHTS EB 5,70 5.70 o.oo WB 5.70 5.70 o.oo MAJOR LEFTS SB 5.60 5.60 o.oo NB 5.60 5.60 0.00 MINOR THROUGHS EB 6.80 6.80 o.oo WB 6.80 6.80 o.oo MINOR LEFTS EB 7.30 7.30 0.00 WB 7.30 7.30 0.00 IDENTIFYING INFORMATION NAME OF THE EAST/WEST STREET., .... BEECH AV. NAME OF THE NORTH/SOUTH STREET,, .. CARLSBAD BLVD. DATE AND TIME OF THE ANALYSIS., ... 02/14/95 ; PM PEAK OTHER INFORMATION ... , PROJECT PLUS EXISTING CARLSBAO BY THE SEA N N N N FINAL CRITICAL GAP ------------ 5.70 5.70 5.60 5.60 6.80 6.80 7.30 7.30 '""""'2-19-5 ---------URBAN SYS TEMS--------Oi-l?.-'24._'fl._'4__,~ APPENDIX C PAGE 5 OF 11 CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN-ACTUAL FLOW-TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) C (pcph) C (pcph) C (pcph) C = C -V LOS p M SH R SH ------------------------------------------------ MINOR STREET EB LEFT 18 85 78 > 78 > 60 > E THROUGH 1 108 100 > 141 100 > 103 99 >D E RIGHT 18 820 820 > 820 > 801 > A MINOR STREET WB LEFT 0 83 76 > 76 > 76 > E THROUGH 0 107 100 > 820 100 > 810 100 >A E RIGHT 10 820 820 > 820 > 810 > A MAJOR STREET SB LEFT 24 477 477 477 452 A NB LEFT 31 480 480 480 449 A IDENTIFYING INFORMATION NAME OF THE EAST/WEST STREET ...... BEECH AV. NAME OF THE NORTH/SOUTH STREET .... CARLSBAD BLVD. DATE AND TIME OF THE ANALYSIS ..... 02/14/95 ; PM PEAK OTHER INFORMATION .... PROJECT PLUS EXISTING CARLSBAD BY THE SEA '2-,0-5 --------URBAN SYS TEMS-------o.-~-124._'9-_'4__,, APPENDIX C PAGE 6 OF 11 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 ********************************************************************* IDENTIFYING INFORMATION AVERAGE RUNNING SPEED, MAJOR STREET., 35 PEAK HOUR FACTOR,,, .... , .. , .... ,,,,.. , 9 AR~A POPULATION ...................... 150000 NAME OF THE EAST/WEST STREET ......... BEECH AV, NAME OF THE NORTH/SOUTH STREET ....... CARLSBAD NAME OF THE ANALYST .................. SK DATE OF THE ANALYSIS (mm/dd/yy) ...... 02/14/95 TIME PERIOD ANALYZED ......... , ....... AM PEAK OTHER INFORMATION .... PROJECT. PLUS EXISTING INTERSECTION TYPE AND CONTROL INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES LEFT THRU RIGHT EB 8 5 22 WB 0 5 2 NB 25 261 5 SB 15 312 20 NUMBER OF LANES AND LANE USAGE LANES LANE USAGE EB 1 LTR WB 1 LTR NB 3 CARLSBAD BY THE SEA SB 3 BLVD, """'2-105---------URBAN SYS TEMS--------0 a-~-'4.-'9-4__, • APPENDIX C PAGE 7 OF 11 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS -------------------------------------------------- EASTBOUND o.oo 90 20 N WESTBOUND 0.00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND o.oo 90 20 N VEHICLE COMPOSITION % SU TRUCKS % COMBINATION AND RY'S VEHICLES % MOTORCYCLES -------------------------------------EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP --------------------------------------------- MINOR RIGHTS EB 5.70 5.70 0.00 5.70 WB 5.70 5.70 0.00 5.70 MAJOR LEFTS SB 5.60 5.60 o.oo 5.60 NB 5.60 5.60 o.oo 5.60 MINOR THROUGHS EB 6.80 6,80 o.oo 6.80 WB 6.80 6.80 o.oo 6.80 MINOR LEFTS EB 7.30 7.30 o.oo 7.30 WB 7.30 7.30 o.oo 7.30 IDENTIFYING INFORMATION ---------------------------------------------------------------------NAME OF THE EAST/WEST STREET .. ,.,. BEECH AV. NAME OF THE NORTH/SOUTH STREET, ... CARLSBAD BLVD. DATE AND TIME OF THE ANALYSIS ..... 02/14/95 ; AM PEAK OTHER INFORMATION,,,. PROJECT PLUS EXISTING CARLSBAD BY THE SEA '2-,0-5 --------URBAN SYSTEMS---------__,, 0024.94 APPENDIX C PAGE 8 OF 11 • CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN-ACTUAL FLOW-TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) C (pcph) C (pcph) C (pcph) C = C -V LOS p M SH R SH ------------------------------------------------ MINOR STREET EB LEFT 10 294 279 > 279 > 269 > C THROUGH 6 339 325 > 516 325 > 473 319 >A B RIGHT 27 928 928 > 928 > 901 > A MINOR STREET WB LEFT 0 279 260 > 260 > 260 > C THROUGH 6 334 321 > 396 321 > 388 315 >B B RIGHT 2 955 955 > 955 > 953 > A MAJOR STREET SB LEFT 18 778 778 778 760 A NB LEFT 31 712 712 712 681 A IDENTIFYING INFORMATION NAME OF THE EAST/WEST STREET .... ,, BEECH AV, NAME OF THE NORTH/SOUTH STREET, ... CARLSBAD BLVD, DATE AND TIME OF THE ANALYSIS ... ,, 02/14/95 ; AM PEAK OTHER INFORMATION .... PROJECT PLUS EXISTING CARLSBAD BY THE SEA '-2-19-5 ---------URBAN SYS TEMS-------a-c?.-'24._'9-_'4_ ~ (0 u, ~~ ~~ ~~ V) ~ ~ ~ ~~ ~~ V) :-i;.: ~ ~ ~ 9-J UJUIAN STJ.EETS nvin~ 21 the beJinninr of the green phase. It is the most f110r.1blc TAIL! 9.2. R.EunoNsm, BETWEEN' AHIYAL TYPI AND P1ATOON platoon condmon. Jl.Ano The arrival type is best otncrved in the field, but could be 1ppro,um.2tcd by cumintng tLrnc•space dJa,rams (or the a.nm al or street in quesuon. The arrival trpe should be determined as accura1clv as pos.siblc, because it WI have a significant impact on dclav es11mates and Jcvcl-CJf-scrvice detcrminauon. Althoup) there arc no definitive paramcten to precisely qU1nti!y arrival type. the following: ratio is a useful value: ,\,ut,IYAL TYt! Mp.ICE o, fU.1'001' kATIO. I..!_ 0.00100.SO o." 100.u 01610 l,lj 1.16 10 t.~o :::, I.SI R, -PVG/PTG (9-4) observed. A \lenJe values of cycle length and areen limes may then be used. where: R, -platoon ratio; PVG -percenuigc of all vehicles in the movement ar• rivin~ during the srecn phase; and PTG -pcrcenure of the cycle that is green for the movc m<nt; PTG -(GIC) X 100. PVG must be observed in the field . ..,bile l'TG is computed rrom the s1,n1I timinJ Table 9-2 Jives approximate ranges of R, rcl:!!Cd to amVl.1 type. Ano1m:r traffic conc!iuon or interest u the activity in park.inc l:i.nes ad1acen1 to anal)'"31S lane !roups Parl<lnt 1euvi.1y tS mea• sured m term$ of the number of parkmf!! maneuvers per hour .,.,1h1n 250 ft of the 1n1enccuon, /tr' ... E.2.ch vehieJe entcrinir: or lc3vtng a park.mg place 1s considered 10 be a puking mancu-ver. j_ StgnoU:ot1on condmo,u-Complete infonnauon rep:arding St~nahzauon lS needed. This includes a phase d11gram illus- 1ranng the phase plan. cycle lcn~. ,:rccn limes, and change tntervais, Ac1u:ued 1mases must be 1dentified, including the ex• is1ence of push-bunon pedestnan,acruatcd phases. Where pe dcstnan push-bunons do not u.1.st, the mmtmum ,:rcen time for the phase should be indicated and must be prOV1ded for in the s1gn:1.I nmms Tbc minimum rreen lime for a phase may be csumatcd as: •·here: G, = I>"= l' - ~ mmunum p-ee:n time, in sec; dt5tance from the curb to the center of the fanhest travel Lane o:a the street being croued, or to the nearest pedestnan refuge island, in ft; and change interval (yellow + all red time), l"? sec. It is assumed tha: the 15th percennle •·alking speed of pe• demians cronmp: a street is 4.0 fps in this compuauon. This is lower th:tn the averag::-wallong speed or pedestrians of 4.5 fps cited 111 Chapter I J, .. Pedestrians.•• The lower value is in• tended to accommodate crossing pedestrians who walk at speeds slower than the avenge. Where loeal policy mes different criteria for est1manng minimum pedesman eras.sing requirements. they should be used in lieu or .Eq. 9-5. Where s1pial phues are actuated, the cycle length and ,reen times will vary from cycle-to-cycle in response to demand. To e1tablish valuCJ for analysis. the operauon of the signal should ht observed in the field durin1 the same period as volw:ncs are Where si,-naliution is to be established as pan ortbe analysis. state or Joa.I po!Jcics and procedures should be applied where appropriate in dcsignin,: the s1gnahution for analysis. AppendlX 11 contains sui,cstions for the dcsip of • trial sip:nalintion that m■y also be useful These should not be construed to be standards or cnteria for sipiaJ desi,n. It should be noted that a trial Slpta!tntion cannot be dcsi~ed until the .. volume ad- justmenl" and "'sa1unnon ftow rate" module, h■ve been com• pleted. ln some cases, the computations will be ileratwe, bcC!luse left-turn adJustmenu for pcnnmcd turns used in the "sarunuon flow rare" module depend on sip,al tJmmg Appendix JI also contains sug!est10ns for cstunating the timing of an actUatcd 11ma.l if field observations are una\lailable. -4. Dtfault "°l11t.r-Occ:as1onally, some or the field dau noted in F1p:ure 9-2 will nn1 be available Where cntical vanablcs arc missing, it mo be nccesury to conduce a plaMing analysis However, ddault values ma~• be used for some or the vari:1.blc, without senouslv comprommni: computations. Caution should be used when applyu,p: such values, and it mus1 be reco~ized that resulu become more appr0xim11te as more default values arc used Table 9.3 prescnu default values for we .,here field data are not •vailabl=. The input module summ:mzes the inrormauon needed to conduct subsequent analysis. Tb1~ mformatlon forms the basis for sele:nni computationaJ \-allies and procedures in tbe mod- ules th:it follo". .,,,.,---(-----~ _ ~ 110 \ ' ( ~r-.. D+ 4-"J;5J , Gr-==-1 "f.s si=C~ ~----..__,.,-- TAIL! 9-3. DEFAULT VALUf.S POil Un tN o,euTIOHA.L ANALYSIS ,AllA1'1n-l~ ConnictlnJ Ptdc:nnan Flow JI.ate,~ Percent Ht:1"1 V,hielcs. %HV Peak-Hour FKlor, PHF Gradt Number er Buses. N, Number or Parbn1 Manttn-crs.N., Arri¥tJ Type DUAULTVA.1.Ul Low ftd. Flow 50 reds/hr Modtntt Ped. flow 200 pedslhr Hi1h Ped. Flow 400 pcds/hr 2,. 0,0 .,. Obttses/hr 20 m1ntu<re:n/hr (•htrt parl:m1 txltU) 3 Co r:, (' e,g_,s.,:,,J <>F <; I!, -w P. SIU.I t,L tll 1>.'i.1 !,l '- lu\"Ht w\,l-1- C-tt ~ ~-t>-1'\(g_/-<:AP.~_iJ.Yl>.· s I IJf, l G_VJIA.Sc ~.U:.p..l:IP:,e_ i;:-1!,-tt.Jl1, l..:C:.F\° r;;. t'../.wt!. 1-.Ef'i _- "DCcl. ""L, L..oS D.E:.l. ,.,.., L...:iS A.M.°F'E't--1<'._ 18.l:. C 20.'8 C: -------?. M.. PES"A K ';(,o.o c___ "2..2.. I c... ... 4.; 2._o:t:-···--A =-1.)):J:;_-----··· ---•••• :; 0 -------'~5n=!--- --------------------....!~'IU>-"1\::1 A'fe. ·-----~!~)~------~ -----·--•··-. ·----·-·--·--- ----------·· ___ f?_~D,_W_O\.V..\IJC. °'Tl, ... ,e •. 'lS I---·-····-'---------- -----------=::-,.,~;o:..·-::-:--Ff'',; == l!,].~_;;~-=--~~DO.0 SEC. +-v'E.l\.o'-' +.A\.I.. ~1:-,;-;;-s-:o.sEc.. :z... s.·o-.ce~: )> -0 -0 m z 0 x () "O > G) m (0 0 "Tl ::! 0) ..... "' en ~s:) ~·~ ~~ V) ~ ~ ~ ~ ~ ~ ~ tt, "' ~ ~ ttj ~ 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION .. GRAND AVE./CARLSBAD BLVD. AREA TYPE ..... OTHER ANALYST ....... SK DATE .......... 05-25-1995 TIME .......... AH PEAK COMHENT ....... PROJECT + EXISTING --------------------------------------------------------------------------VOLUMES GEOMETRY EB WB NB SB EB WB NB SB LT 10 115 35 30 LTR 12.0 L 12.0 L 12.0 L 12.0 TH 15 15 285 285 12.0 T 12.0 T 12.0 T 12.0 RT 20 115 100 25 12.0 R 12.0 TR 12.0 TR 12.0 RR 0 0 0 0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF FEDS PED. BUT. ARR. TYPE (l:) '") Y/N Nm Nb Y/N min T EB 0.00 2.00 y 20 5 0.90 5 y 25.8 3 WB o.oo 2 .oo y 20 5 0.90 5 y 25.8 3 NB o.oo 2.00 y 20 5 0.90 5 y 19.8 3 SB o.oo 2.00 y 20 5 0.90 5 y 19.8 3 --------------------------------------------------------------SIGNAL SETTINGS CYCLE LENGTH= 105.0 PH-1 PH-2 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 EB LT X NB LT X TH X Tl! X RT X RT X PD X PD X WB LT X SB LT X TH X TH X RT X RT X PD X PD X GREEN 10.0 20.0 o.o o.o GREEN 15.0 40.0 o.o o.o YELLOW 5.0 5.0 o.o o.o YELLOW 5.0 5.0 o.o o.o ------------------------------------------------------------------------LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS EB LTR 0. 197 0.219 21.7 C 21.7 C WB L 0.610 o. 124 36.7 D 29.9 D T 0.043 0.219 20.9 C R 0. 493 o. 219 24.2 C NB L 0.134 0.171 28.0 D 15.1 C TR 0.364 0.410 14.0 B SB L o. 115 0.171 28.0 D 14 .6 B TR 0.285 0.410 13.4 B --------------------------------------------------------------------------INTERSECTION: Delay = 18.6 (sec/veh) V/C = 0.385 LOS= C r~-' P\\·'"Z. p\\-1 p1v2 . .. C L,. ;,.A\ + ~..--l ' I ,, 1Y.,_ -.;;;.,_ -·> i 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION .• GRAND AVE./CARLSBAD BLVD. AREA TYPE ..... OTHER ANALYST •...... SK DATE ..•.....•. 05-25-1995 TIHE••••••••••PH PEAK COHHENT ....... PROJECT + EXISTING VOLUMES EB W8 NB SB LT 30 155 35 40 LTR TH 40 30 575 575 RT 30 65 130 30 RR 0 0 0 0 GEOMETRY EB WB NB SB 12.0 L 12.0 L 12.0 L 12.0 12.0 T 12.0 T 12.0 T 12.0 12.0 R 12.0 TR 12.0 TR 12.0 12. 0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF FEDS PED. BUT. ARR. TYPE (") (") Y/N Nm Nb Y/N min T EB o.oo 2.00 y 20 5 0.90 5 y 25.8 3 WB o.oo 2.00 y 20 5 0.90 5 y 25.8 3 NB 0.00 2.00 y 20 5 0.90 5 y 19.8 3 SB o.oo 2.00 y 20 5 0.90 5 y 19.8 3 --------------------------------------------------------------------------SIGNAL SETTINGS CYCLE LENGTH= 105.0 PH-1 PH-2 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 EB LT X NB LT X TH X TH X RT X RT X PD X PD X WB LT X SB LT X TH X TH X RT X RT X PD X PD X GREEN 10.0 20.0 o.o 0.0 GREEN 15.0 40.0 o.o o.o YELLOW 5.0 5.0 o.o o.o YELLOW 5.0 5.0 o.o o.o --------------------------------------------------------------------------LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS EB LTR 0.429 0.219 23.4 C 23.4 C WB L 0.822 0.124 49.2 E 38.8 D T 0.081 0.219 21.1 C R 0.278 0.219 22.2 C NB L o. 134 0.171 28.0 D 17.0 C TR o.s23 0.410 16.4 C SB L o. 153 0.171 28.2 D 16.1 C TR 0.524 0.410 15.3 C --------------------------------------------------------------------------INTERSECTION: Delay• 20.0 (sec/veh) V/C = 0.517 LOS = C )> -0 -0 m z 0 X 0 "'O ► G) m ... 0 0 'Tl : a, ..... <O C1I ~ S) ~~ ~~ V) ~ ~~ tit~ ~~ ~ ~ ~ 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ****************************=********************************************* INTERSECTION .. GRAND AVE./CARLSBAD BLVD. AREA TYPE ..... OTHER ANALYST ....... SK DATE .......... 05-25-1995 TIHE .......... AM PEAK COHMENT ....... PROJECT + EXISTING -SPLIT PHASE -----------------------------------------------------------VOLUMES GEOMETRY EB WB NB SB EB WB NB SB LT 10 115 35 30 LTR 12.0 L 12.0 L 12.0 L 12.0 TH 15 15 285 285 12.0 T 12.0 T 12.0 T 12.0 RT 20 115 100 25 12.0 R 12.0 TR 12.0 TR 12.0 RR 0 0 0 0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 ----------------------------------------------------------------ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE (%) (%) YIN Nm Nb Y/N' min T EB o.oo 2.00 y 20 5 0.90 5 y 25.8 3 WB o.oo 2.00 y 20 5 0.90 5 y 25.8 3 NB o.oo 2.00 y 20 5 0.90 5 y 19.8 3 SB o.oo 2.00 y 20 5 0.90 5 y 19.8 3 -----------------------------------------------------------------------SIGNAL SETTINGS CYCLE LENGTH = 115 . 0 PH-1 PH-2 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 EB LT X NB LT X TH X TH X RT X RT X PD X PD X WB LT X SB LT X TH X TH X RT X RT X PD X PD X GREEN 20.0 20.0 o.o o.o GREEN 15.0 40.0 o.o o.o YELLOW 5.0 5.0 o.o o.o YELLOW 5.0 5.0 o.o o.o --------------------------------------------------------------------------LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS EB LTR 0.216 0.200 24.9 C 24. 9 C WB L 0.377 0.200 30.6 D 29.1 D T 0.044 0.200 24.0 C R 0.540 0.200 28.3 D NB L 0.147 o. 157 31.8 D 18.2 ~·c··. TR 0.377 0.374 17.0 C SB L 0.126 o. 157 31.7 D 17.7 C TR 0.295 0.374 16.4 C --------------------------------------------------------------------------INTERSECTION: P\.H ,:..---;> ~ <----> Delay= 20.8 tsec/veh) f\\-"l.. ~---'> L -r ~-__ ..,. V/C = 0.339 LOS= C '('~-, 1'~-'1. L. 7 t Al t ' I " tV V 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ************************************************************************** INTERSECTION .. GRAND AVE./CARLSBAD BLVD. AREA TYPE ..... OTHER ANALYST ....... SK DATE .......... 05-25-1995 TIHE ..•...•... PM PEAK COMMENT ....... PROJECT + EXISTING -SPLIT PHASE VOLUMES GEOMETRY EB WB NB SB EB WB NB SB LT 30 155 35 40 LTR 12.0 L 12.0 L 12.0 L 12.0 TH 40 30 575 575 12.0 T 12.0 T 12.0 T 12.0 RT 30 65 130 30 12.0 R 12.0 TR 12.0 TR 12.0 RR 0 0 0 0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE (%) (,:) Y/N Nm Nb Y/N min T EB o.oo 2.00 y 20 5 0.90 5 y 25.8 3 WB o.oo 2.00 y 20 5 0.90 5 y 25.B 3 NB o.oo 2.00 y 20 5 0.90 5 y 19.8 3 SB o.oo 2.00 y 20 5 0.90 5 y 19.8 3 SIGNAL SETTINGS CYCLE LENGTH= 115.0 PH-1 PH-2 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 EB LT X NB LT X TH X TH X RT X RT X PD X PD X WB LT X SB LT X TH X TH X RT X RT X PD X PD X GREEN 20.0 20.0 o.o o.o GREEN 15.0 40.0 o.o o.o YELLOW 5.0 s.o o.o o.o YELLOW 5.0 5.0 o.o o.o --------------------------------------------------------------------------LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS EB LTR 0.470 0.200 27.2 D 27.2 D WB L 0.509 0.200 32.2 D 29.5 D T 0.089 0.200 24.2 C R 0.305 0.200 25.5 D NB L 0.147 o. 157 31.8 D 21.0 C TR 0.683 0.374 20.5 C SB L 0. 168 o. 157 32.0 D 19.7 C TR o.574 0.374 19.0 C --------------------------------------------------------------------------INTERSECTION: Delay= 22.1 (sec/veh) V/C = 0.513 LOS C )> "U "U m z Q X () "'CJ ► (i') m ::t 0 'Tl _. _. PAGE 1 OF 3 APPENDIX D EMPLOYMENT AND PARKING TABULATIONS CARLSBAD BY THE SEA "'1-219-4 --------URBAN SYS TEMS-------0o.-~-'4.-94__, APPENDIX D PAGE 2 OF 3 I I EMPLOYEE TYPE NUMBER WORK SHIFT . CURRENT FUTURE CURRENT FUTURE NURSING STAFF 53 25 12 / 7AM-3PM 5· 8 / 3PM-11 PM 3 5 I 11 PM -7 AM -2 4 I 8AM -4PM 4 MAINTENANCE 4 5 2 /7AM -3PM 2 2 / 9AM -5PM 3 HOUSEKEEPING 9 11 8AM -4PM 11 FOOD SERVICE 40 40 12 / 6AM -3PM 12 11 / 8AM -5PM 11 5 / 4PM -8PM 5 - LAUNDRY 4 5 4 /7AM -3PM 5 -- ADMINISTRATION 21 24 14 / 8AM -4PM 15 --1 / 3PM ·-11PM 2 --... ~-4· ·-.. 1 / 11PM -7AM 2-.. .. NOTE: While the number of employees total 131 current and 110 future, the number on duty for any given work day is only 89 current and 80 future. We operate 7 days a week, 24 hours a day, which requires a larger staff. Emptabl~.llr/rev.Navc=b■r 1~, 1,,t SOURCE CALIFORNIA LUTHERAN HOMES CARLSBAD BY THE SEA '1-219-4 --------URBAN SYS TEMS-------0i-~-!2.-l,tfB_l,tf___, ~ ~ ~~ ~~ ~~ ~ V) ~ ~"' ~~ ~~ V) ~ ~ ~ ~ -i Cl) ffiO Ch C -i ::0 mO zm I G> §l ~ LOCATION CARLSBAD BOULEVARD -'1'1£ST SIDE (BETWEEN GRANO AVE & CHRISTIANSEN WAY) GRANO AVE. -SOUTH SIDE (BETv.tEN CARLSBAD BL W. & GARFIELD ST.) GRANO AVE. -NORTH SIDE (BETYl£EN CARLSBAD BL 'vtl. & OCEAN ST.) GARFIELD STREET -EAST SIDE (FRONTAGE: SOUTH Of GRANO AVE.) OCEAN STREET -EAST SIDE (B[TY,£EN GRAND AVE. & CHRISTIANSEN WAY) OCEAN STREET -WEST SID£ (F"RONTACE ONLY) CHRISTIANSEN WAY -SOUlH SIDE (BETWEEN CARLSBAD BL W. & OCEAN ST.) CHRISTIANSEN WAY -NORTH SIDE (BETWEEN CARLSBAD BL '-It) & OCEAN ST.) GARFIELD STREET R.O W. (BETWEEN BEECH AVE & CHRISTIANSEN WAY) TOTAL: PUBLIC PARKING TABLE EXISTING PUBLIC PARKING SPACES '- 10 29 5 )r2. )s 30 1301 SOURCE OF EXISTING PARKING 1992 VILLAGE MASTER PLAN °1991 PARKING SP.ACE INVENTOR'(' 1992 VILLAGE MASTER PLAN "1991 PARKING SPACE INVENTORY- 1992 VILLAGE MASTER PLAN °1991 PARKING SPACE INVENTORY- flELD SURVEY FIELD SURVEY FIELD SURVEY 1992 VILLAGE MASTER PLAN °1991 PARKING SPACE INVENTORY- 1992 VILLAGE MASTER PLAN "1991 PARKING SPACE INVENTORY- fl(LD SURVEY -UNIMPROVED ~NOTE SEE FIGURES 12 AND 13 FOR PARKING TABULATION PROPOSED PUBLIC PARKING SPACES " 18 30 4 9 2 0 12. SI 13"2. > -0 -0 m z S2 X C ,:, ► G) m c., 0 "Tl c., ~ • TRANSPORTATION ANALYSIS for CARLSBAD BY THE SEA Prepared for CALIFORNIA LUTHERAN HOMES December 21 , 1994 Revised -February 17, 1995 URBAN SYSTEMS ASSOCIATES, INC. PLANNING & TRAFFIC ENGINEERING, MARKETING & PROJECT SUPPORT CONSULTANTS TO INDUSTRY AND GOVERNMENT 4540 Kearny Villa Road, Suite 106 San Diego, California 92123-1573 (619) 560-4911 , TABLE OF CONTENTS INTRODUCTION ............................................................ 1 EXISTING CONDITIONS EVALUATION ........................................... 4 PROJECT TRIP GENERATION, DISTRIBUTION AND ASSIGNMENT .................... 12 PROJECT PLUS EXISTING CONDITIONS EVALUATION ............................. 18 PARKING EVALUATION ..................................................... 25 CONCLUSIONS AND RECOMMENDATIONS ................. -..................... 29 002494 CARLBS.RPT/1 BE LIST OF FIGURES FIGURE 1 PROJECT LOCATION ......................................... 2 FIGURE 2 1994 AVERAGE DAILY TRAFFIC (ADT) ............................ 5 FIGURE 3 1994 EXISTING AM PEAK HOUR TRAFFIC ......................... 6 FIGURE 4 1994 EXISTING PM PEAK HOUR TRAFFIC ......................... 7 FIGURE 5 EXISTING TRAFFIC CONTROLS IN THE PROJECT AREA . . . . . . . . . . . . . . 8 FIGURE 6 PROJECT ONLY ADT TRAFFIC AND DIRECTIONAL DISTRIBUTION PERCENTAGES ............................................ 15 FIGURE 7 PROJECT ONLY AM PEAK HOUR TRAFFIC . . . . . . . . . . . . . . . . . . . . . . . 16 FIGURE 8 PROJECT ONLY PM PEAK HOUR TRAFFIC . . . . . . . . . . . . . . . . . . . . . . . 17 FIGURE 9 PROJECT+ EXISTING ADT TRAFFIC 0/V/ CYPRESS AVENUE CLOSURE) . 19 FIGURE 10 PROJECT + EXISTING AM PEAK HOUR TRAFFIC . . . . . . . . . . . . . . . . . . . 20 FIGURE 11 PROJECT + EXISTING PM PEAK HOUR TRAFFIC . . . . . . . . . . . . . . . . . . . 21 FIGURE 12 EXISTING PARKING SPACES .................................. 26 FIGURE 13 FUTURE PARKING SPACES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27 002494 ii CARLBS.RPT/1 SE LIST OF TABLES TABLE 1 1994 EXISTING STREET SEGMENT LOS (PEAK HOUR ANALYSIS) ....... 9 TABLE 2 1994 EXISTING INTERSECTION LOS . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 TABLE 3 EXISTING TRIP GENERATION ................................. 13 TABLE 4 PROJECT+ EXISTING STREET SEGMENT LOS (PEAK HOUR ANALYSIS) 23 TABLE 5 PROJECT+ EXISTING INTERSECTION LOS (:NI CHRISTIANSEN WAY CLOSURE) ................................................ 24 LIST OF APPENDICES APPENDIX A EXISTING CONDITIONS COUNT SUMMARIES AND LOS WORKSHEETS . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . 32-64 APPENDIX B SANDAG TRIP GENERATION TABLE . . . . . . . . . . . . . . . . . . . . . . . . . 65-67 APPENDIX C PROJECT+ EXISTING LOS WORKSHEETS . . . . . . . . . . . . . . . . . . . . 68-74 APPENDIX D EMPLOYMENT AND PARKING TABULATIONS . . . . . . . . . . . . . . . . . . 75-77 002494 iii CARLBS.RPT/1 BE INTRODUCTION TRANSPORTATION ANALYSIS FOR CARLSBAD BY THE SEA U rban Systems Associates, Inc., was retained by California Lutheran Homes to determine the possible traffic and parking impacts for their project, Carlsbad by the Sea, in the City of Carlsbad. Figure 1, shows the location of the project with respect to the Carlsbad community. The project replaces the existing Carlsbad by the Sea retirement and care facility of 102 living units and a 59 bed skilled nursing facility with 162 living units, a 33 bed nursing facility, and two visitor dwelling units. This transportation analysis evaluates existing average daily traffic volumes on adjacent streets and peak hour traffic volumes at adjacent intersections. Existing traffic volume counts at nearby locations were obtained and evaluated and compared to project traffic added to existing traffic, to determine the project direct impacts. 002494 1 CARLBS.RPT/1 SE SOURCE BASE MAP FROM AERIAL FOTO-MAP BOOK AUGUST 1986 VIS.IA FWY¢, p -'\;:~~~f ~#2:~: 31 FIGURE 1 PROJECT LOCATION ' ~ NO SCALE CARLSBAD BY THE SEA ""'1-21-94---------URBAN SYS TEMS--------a-t2-~-'4.9_'4_ 2 USED WITH PERMISSION FROM• AERIAL FOTOBANK, INC. I CARLSBAD BY THE SEA Revised -February 17, 1995 URBAN SYSTEMS ASSOCIATES, INC. Parking was also evaluated. Existing on and off street parking tabulations are provided and compared to parking proposed with the project. This report is divided into the following sections: I ntrod uctio n Existing Conditions Evaluation The Project Trip Generation Distribution and Assignment Project Plus Existing Conditions Evaluation Parking Evaluation Conclusions and Recommendations As a result of this evaluation, it has been determined that the Carlsbad by the Sea Project is expected to have a minimal, non-significant traffic impact to adjacent street segments and intersections. Project impacts to parking are also expected to be insignificant since both on street and off-street parking availability would be increased, and off-street parking should be more than adequate for employees and residents of the project. 002494 3 CARLBS.RPT/1 BE CARLSBAD BY THE SEA Revised -February 17, 1995 EXISTING CONDITIONS EVALUATION URBAN SYSTEMS ASSOCIATES, INC. Existing average daily traffic (ADT) volumes for 1994 were obtained from the City of Carlsbad Engineering Department for streets adjacent to the project location. Figure 2 shows the average daily traffic volumes. Morning and afternoon peak hour traffic counts were obtained at adjacent intersections and are shown in Figures 3 and 4. An inventory of existing traffic controls in the area are shown in Figure 5. As shown, adjacent to the project only one intersection currently has a traffic signal control. Other adjacent intersections have stop sign control, or no control. The City of Carlsbad Growth Management Plan Performance Standard for street segments and intersections requires that peak hour levels of service do not exceed Level "D" during those times. Table 1 shows existing street segment peak hour levels of service on adjacent streets. As shown all street segments currently operate at level of service "A", and therefore no mitigation for existing conditions or street segments is needed. Table 2 shows existing intersection levels of service. As shown, all adjacent intersections currently operate at level of service "A", so that no mitigation is needed for existing conditions. 002494 4 CARLBS.RPT/1 SE 1,630 (Monday) LEGEND 8.00 (Friday) 1,200 (Friday) ..., Q) Q) s.. ..., 1/J C: a:l Q) C.> 0 ...., Q) Q) s.. ..., u:i ::s -~ ..... s.. cs c., 1,400 (Friday) 820 (Friday) . . . . . . . . ... . . . . . . . . . : : >.: : 2,000 . : . • _::· :: (S_aturdoy) -: XX,XXX • SOURCE• CITY OF CARLSBAD XX,XXX • SOURCE• SANDAG 1994 TRAFFIC FLOW MAP I . . · .. I . PROJECT AREA 19,300 (Sunday) 17,650 (Sunday) -0 s.. a:l > Q) '3 0 Beech Avenue Christiansen W a Grand Avenue : 18,200 a:l .0 ti) s::: a:l u 13,000 Carlsbad Village Drive Oak Avenue FIGURE 2 1994 A VERA GE DAILY TRAFFIC (ADT) ..., Q) Q) s.. ..., u:i C: 0 ..., t,.() C: :.a tll td ;;::: -0 td 0 s.. -~ 0:: r,;.. 1/J ~ ~ ' ~ NO SCALE I CARLSBAD BY THE SEA ,,..2-195---------Ufi'BAN SYSTEMS---------_, G150A CBTC-2 5 0024.94 20 10 i \ 25 5 '-s ! \ ,10 tt 15 15 30 5 '-15 ! \ ,r1s t t 15 15 ..., Q) (l) 1-, ..., ti) s::: ltl Q) 0 0 '-s l 10 15 310 15 i \ '-20 ) i \ ,r-10 ..-15 tt 3J...., tt s--" 12--+-~ 5--+-15 S 1-, 1 3 ...., 1s, U) ~ -~ t: ltl c., .. . . . . . . ..... . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... -.. . . . . . . . . . . . . . . .. -... . . . . . . -0 ltl ..0 I'll i: ltl u 10 310 10 '-10 ) l \ ;:~ s--" '\ff 1--+-20 5 1s, 2so '-2 ..-5 ,rs Beech Avenue ~t( 260 Christiansen Wa Grand Avenue Carlsbad Village Drive Oak Avenue FIGURE 3 1994 EXISTING AM PEAK HOUR TRAFFIC CARLSBAD BY THE SEA ..., (l) (l) 1-, ..., U) r:: 0 ...., t,l) s::: :2 I'll a:I ;;:: -0 ltl 0 1-, -~ 0::: r:.. U) <><:! E-<C ' ® NO SCALE I ""'2-10-5 --------URBAN SYSTEMS---------__,,,, G150A CBTC-3 6 002494 20 1 '-.5 ! "r10 t 1 30 10 lO 10 '-10 ! '-. r10 ..., (l) (l) 1-. ..., tr.) i:: a:i (l) <:> 0 t t 10 5 :::? -~ ...... J.. cc 0 . . .... . . . ... . . . . . . . . . . ..... Beech Avenue 10...JI ' t t 1 ..... 20 5 10, 625 Christiansen Wa . . ·. ·.· .· ... · . ·.· . ·.· . . . . . . . . . . .. -0 cc .D Ul i: cc u FIGURE 4 Grand Avenue 15 t to 565 Carlsbad Village Drive Oak Avenue 1994 EXISTING PM PEAK HOUR TRAFFIC ..., (l) (l) 1-. _, tr.) i:: 0 ..., e,o i:: :a U) cc ;;: -c:I a:i 0 .!:: ·@ a:: r:.. tr.) ~ ~ ' ® NO SCALE I· CARLSBAD BY THE SEA -2-195---------URBAN SYSTEMS---------...,,,,. G150A CBTC-4 7 002494 J. ,-~~----+------+-f ______ .;;B;.;e.;,ec;;.;h;...,;,A;.;,v,;;en;,;,;u;,;e;,,_- ...L ~ I- ...L ...., Q) Q) I. _, tr.) i:: It! Q) 0 0 ; -.- ...L ...L LEGEND -r • STOP SIGN -$-· EXISTING SIGNAL LOCATION I·.-· •. • .. 1 • PROJECT AREA Q) I. _, [/) ...... . . . . . . . . . . . . . . . . . . . . . . . -0 It! ..0 VJ -;:: It! Ll FIGURE 5 Carlsbad Village Drive ...., Cl) Cl) I. _, Cf.) i:: 0 _, t>D i:: :2 VJ It! ;s:: ' ~ NO SCALE I EXISTING TRAFFIC CONTROLS IN THE PROJECT AREA CARLSBAD BY THE SEA ',2-,9-4--------URBAN SYSTEMS---------__, G151A CBTC-5 8 0024.94 TABLE 1 1994 EXISTING STREET SEGMENT LEVELS OF SERVICE (PEAK HOUR ANALYSIS) LOCATION CARLSBAD BOULEY ARD: Carlsbad Village Dr. -Grand Ave. Grand Ave. -Christiansen Wy. Christiansen Wy. -Beech Ave. Beech Ave. -Cypress St. BEECH A VENUE: Ocean St. -Garfield St. Garfield St. -Carlsbad Blvd. CLASSIFICATION 4SA 4SA 4SA 4SA 2L 2L (C) CAPACITY PER LANE (VPH) 1500 1500 1500 1500 100 100 (V) PEAK HOUR VOLUME PEAK HOUR PER LANE V / C LOS 368 325 325 322 20 30 0.25 0.22 0.22 0.21 0.20 0.30 A A A A A A .:.·.·.·.·.·.·.·:.:.:.:.:.:.: :.:.::.:.:.:.:.:.: :.:.:.:.:.:.:.:.:.:.·.:.:.·.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:_·_:_·_·_:_·_·.:.:.: ••. ·.·.·_·_·_·_:_:_:_· ·······•;: .:.:.· ••••. :.·.:.:.·.·.· ·.: .. -.-.-.· •.• ......... :.: •-•··································.:.:.:.:.:_· ·•·•·•·•·•·•·• .. :.:.:.:.:.:.:.:.:.·. _·_·_ .·.:.:_,_.. •. ·.:.:;_:_·.:.:.:.:.:.:.:.·.:.::.: .• ·•·•·•· ·•·•·•·•·•·•·• •·•·•·•·•·•·•·• :.:.:.:.:.·.·_·_:_: :_· ·.:.·.~ ............... ::: .. :: ··········--··· ·.:.:.: ..... . CHRISTIANSEN WAY: Ocean St -Garfield St. Garfield St -Carlsbad Blvd. GRAND A VENUE Ocean St. -Garfield St. Garfield St -Carlsbad Blvd. 2L 2L 2SA 2SA 100 100 200 200 20 30 40 75 0.20 0.30 0.20 0.38 A A A A .... :.;:.:·:·:· ........................................................................................................................... :: ..................................................................................................................................... . OCEANSTREET Carlsbad Village Dr. -Grand Ave. Grand Ave. -Christiansen Wy. Christiansen Wy. -Beech Ave. Beech Ave. -Cypress Ave. ARTERIAL CLASSIFICATION 4 SA = 4 Lane Secondary Arterial 2 SA = 2 Lane Secondary Arterial 2 L = 2 Lane Local 2L 2L 2L 2L LOS: A 0.00-0.60 B 0.61 -0.70 C 0.71 -0.80 D 0.81 -0.90 E 0.91-1.00 F 1.01 - 100 100 100 100 CARLSBAD BY THE SEA 45 0.45 A 40 0.40 A 30 0.30 A 20 0.20 A ~2-195---------URBAN SYSTEMS---------__,, 9 0024.94 TABLE 2 1994 EXISTING INTERSECTION LEVELS OF SERVICE LEVEL OF SERVICE LOCATION TYPE OF CONTROL AM PM CARLSBAD BOULEVARD/ BEECH AVENUE East and West Stops A A CARLSBAD BOULEVARD/ CHRISTIANSEN WAY East and West Stops A A CARLSBAD BOULEVARD/ GRAND AVENUE Signal A A GRAND AVENUE/ OCEAN STREET All-Way Stops A A CHRISTIANSEN WAY I OCEAN STREET North and South Stops A A BEECH AVENUE/ OCEAN STREET North and South Stops A A CARLSBAO BY THE SEA ..... 1-2,e-4--------URBAN SYSTEMS-----------' QPWIN CBTC-1.WB1 TAB C 10 0024.94 CARLSBAD BY THE SEA Revised -February 17, 1995 URBAN SYSTEMS ASSOCIATES, INC. The level of service at Carlsbad Boulevard/Grand Avenue was .evaluated using the standard intersection capacity utilization (ICU) method, while stop sign controlled intersections were evaluated using parameters or procedures contained in the 1985 Highway Capacity Manual, Chapter 10, Unsignalized Intersections, and by observed operations at these locations by a registered traffic engineer. Intersection peak hour count summaries and level of service worksheets for existing conditions are included in Appendix A. 002494 11 CARLBS.RPT/1 BE CARLSBAD BY THE SEA Revised -February 17, 1995 URBAN SYSTEMS ASSOCIATES, INC. PROJECT TRIP GENERATION, DISTRIBUTION AND ASSIGNMENT The current Carlsbad by the Sea facility provides continuing care for retired residents, including 102 living units and 59 bed skilled nursing facility. The existing structure will be replaced with a facility including 162 living units, a 33 bed nursing facility, and two visitor living units. The new facility will also provide off-street parking in contained garages. The vehicle trip generation estimates for the existing and future facilities are shown in Table 3. The trip generation rates used in this table are taken from the San Diego Association of Governments (SANDAG) trip generation rates table, included in Appendix B. As shown, the proposed project is expected to generate 439 average daily vehicle trips, 37 AM peak hour trips and 41 PM peak hour trips. The project is expected to generate only 58 more daily trips, six more A.M. peak hour, and eight more P.M. peak hour trips than the current facility. The low trip generation expectation is reasonable for this project since although the number of living units will be increased, the number of skilled nursing beds will decrease. The skilled nursing beds require more personnel per unit than living units so that the number of employees is fewer with the proposed project than are currently employed. California Lutheran Homes has estimated there will be 110 future employees compared to the current 131 employees, in 002494 12 CARLBS.RPT/1 SE TABLE 3 EXISTING TRIP GENERATION AM PEAK HOUR PM PEAK HOUR TRIP IN/OUT IN/OUT USE AMOUNT RATE,.,. ADT" % # SPLI~ IN OUT % # SPLI~ IN OUT Living Units 102 LU 2 /UNIT 204 9 18 6 : 4 11 7 10 20 5 : 5 10 10 Skilled Nursing Facility 59 Beds 3 /BED 177 7 12 6 : 4 7 5 7 12 4 : 6 5 7 * = ADT (Average Daily Traffic) ,.,. = SANDAG Trip Generation Table, October 1993 FUTURE TRIP GENERATION AM PEAK HOUR PM PEAK HOUR TRIP ,.,. IN/OUT ,.,. IN/OUT USE AMOUNT RATE** ADT" % # SPLI~ IN OUT % # SPLI~ IN OUT Living Units 162 LU 2 /UNIT 324 9 29 6 : 4 17 12 10 32 5 : 5 16 16 Skilled Nursing Facility 33 Beds 3 /BED 99 7 7 6 : 4 4 3 7 7 4: 6 3 4 Visitor Units 2 DU 8 /UNIT 16 8 1 2 : 8 1 1 10 2 7 : 3 1 1 * = ADT (Average Daily Traffic) ,.,. = SANDAG Trip Generation Table, October 1993 CAf?LSBAO BY THE SEA """'1-219-4 ---------URBAN SYSTEMS------------0 02494 QPWIN CBTHC.WB1 TABB 13 CARLSBAD BY THE SEA Revised -February 17, 1995 URBAN SYSTEMS ASSOCIATES, INC. operation seven days a week, and twenty four hours per day. The residents of the facility would be allowed to own and park vehicles. However, there are currently few resident owned vehicles contributing to overall traffic and this pattern of low vehicle operation by residents is expected to continue at the new facility. The project only average daily traffic is shown as distributed to the adjacent street system in Figure 6. The directional distribution percentages were derived from the P.M. peak hour turning movements into and out of the westerly leg of the Carlsbad Boulevard intersection at Grand Avenue and Christiansen Way. Figures 7 and 8 show the A.M. and P.M. peak hour project only trip distribution and assignment to the adjacent street system. It should be noted that the project only trip assignment includes all of the project trip generation and is not reduced to take credit for the current project traffic. The previously proposed Cypress Avenue street vacation through the Carlsbad Army -Navy Academy has not been assumed since that proposal has been withdrawn by that applicant. 002494 14 CARLBS.RPT/1 SE /. 145 33% -.-~ Beech Avenue ----------1i,....-----,._ __________ ......., ___ _ ..L ...., Q) Q) s-. ...., en c:: td Q) (,) 0 , -.- ..L ..L LEGEND -.-• STOP SIGN -$-• EXISTING SIGNAL LOCATION 1 . -•. · .. • .• _-. • ·-1 -PROJECT AREA XXX • AVERAGE DAILY TRAFFIC XX% • DIRECTIONAL DISTRIBUTION PERCENTAGES ~ -0 td ..0 C/l ~ td u 259 59% 13 3% 132 30% Grand Avenue Carlsbad Village Drive FIGURE 6 ...., Q) Q) s-. ...., en c:: 0 ...., t:,() c:: :a Ul (1j ii:: PROJECT ONLY A VERA GE DAILY TRAFFIC (ADT) AND DIRECTIONAL DISTRIBUTION PERCENT AGES i ~ NO SCALE I CARLSBAD BY THE SEA -2-1as--------URBAN SYSTEMS---------_, 0024.94 G151A CBTC-6 15 LEGEND -r .,_ _____ ...., ______ ..,_~ _____ ...,;B;.;e.;e .. ch .... A,_v.;e;,;;,nu,;;,e;.._ ...L ~ I- Q.) s... ...., Ui "O -~ .,__, ~ ,c1 -r C) f------+--~ __ 1 ____ c_h,_r,.is.t_ia.n_,siiiiien....;W;.;;a...,. <s ¥> .. ·?)JL'' \ _, ...L _, Q) Q) s... _, Cl') C: <d Q) C) 0 ~ -.- ...L Grand Avenue Carlsbad Village Drive ...., Q) Q) s... --..I Oak Avenue UJ . .,., ____________ ....,. ____________ .,. ...L C: 0 ...., 00 C: :.a rn (1j ;!:: -r • STOP SIGN -$-• EXISTING SIGNAL LOCATION j· ·,-.. ··.·! •PROJECTAREA FIGURE 7 PROJECT ONLY AM PEAK HOUR TRAFFIC CARLSBAD BY THE SEA ' ~ NO SCALE I """"2-19-5 --------URBAN SYSTEMS---------__,,,. G151A CBTC-7 16 0024.94 LEGEND ... ..., ~ ~ s.. ..., Cf.l ...IL ...IL ...IL -.-• STOP SIGN ,$-• EXISTING SIGNAL LOCATION I.. . . . . . • . .-·.I -PROJECT AREA Carlsbad Village Drive FIGURE 8 PROJECT ONLY PM PEAK HOUR TRAFFIC ' ® NO SCALE I CARLSBAD BY THE SEA '2-195---------URBAN SYSTEMS---------__,,,, 002494 G151A CBTC-8 17 CARLSBAD BY THE SEA Revised -February 17, 1995 URBAN SYSTEMS ASSOCIATES, INC. PROJECT PLUS EXISTING CONDITIONS EVALUATION The project only average daily and peak hourly traffic was added to existing conditions traffic volumes. Street segment and intersection levels of service were then calculated and compared to existing levels of service. A change in level of service 11D11 conditions with project traffic added to existing would be an indication of a significant impact, if volume to capacity ratios change by more than five percent. Figure 9 shows project average daily traffic added to existing traffic counts (shown in Figure 2) on adjacent street segments. A diversion of fifty percent of the Christiansen Way through traffic is added to the Grand Avenue volumes, and fifty percent is added to Beech Street. Figures 10 and 11 show the project AM. ahd P.M. peak hour traffic added to existing peak hour volumes, with through traffic diverted from Christiansen Way as described above. As shown in these figures, Christiansen Way is planned to be a project driveway without a provision for through traffic. As planned, motorists destined for St. Michaels' Church fronting on Christiansen Way to the north would be able to have access to a future parking lot on church property. Since Christiansen Way is planned to be closed to through traffic, the current through traffic destined to and from the west is assumed to use parallel routes instead of Christiansen Way. For this analysis fifty percent of the 820 daily trips currently on Christiansen Way have been shifted to Grand Avenue to the south, and fifty percent to Beech Avenue to the north. 002494 18 CARLBS.RPT/1 SE 1,790 LEGEND 1,200 ..., 1,400 + 410* 1,810 ~ Note: ;; No through u:i troffic ot project 19,300 + 145 (Project ADT) 19,445 17,650 + 145 (Project ADT) 17,795 Beech Avenue -o driveway _______ i.,. (_ 303 (Project ADT) ~~--:-:-.-:-:-:-:-:-. :.-:·. :-·:: :-.-'ProJeci: .. :-•••••• -.-:::.:,: :.::.:-:-:: ·-:-:-:.: :-::. '-D/ivewoy' .-:: • ..• : . : : •. Christiansen Wa ..., Q) Q) s... ..., u:i s:: ro Q) 0 0 -::-:-:-.-:···-:-:--.-·:·~ ( 2,000 + 410* + 136 (Project ADT) 2,546 Grand Avenue 18,200 -0 + .259(Project ADT) ] 18,459 ti) "i: (0 u 13,000 + 132 (Project ADT) 13,132 Carlsbad Village Drive 21,000 + 127 (Project ADT) 21,127 Oak Avenue XXX* • REDISTRIBUTED THROUGH ADT FROM CHRISTIANSEN WAY I ·· .·.·. ·.· .· ·.j • PROJECT AREA FIGURE 9 ..., Q) Q) s... ..., (I'.) C: 0 ...., ~ :.a ti) (0 ;s:: ' ~ NO SCALE I PROJECT PLUS EXISTING AVERAGE DAILY TRAFFIC (ADT) CARLSBAD BY THE SEA """'2-19-5 --------URBAN SYSTEMS-----------' G151A CBTC-9 19 0024.94 20 10 ' " 30 0 '-2 ' " ,rs tf 23 7 310 15 '-.25 t \.. ,r1s t t 15 15 ...., Q) Q) s... ..., tr.I c:: rd Q) (.) 0 '-.5 1 10 ' " ,25 tt 3J .... Q) 2(),,-,+-t 15 ..., if) "CJ ] 1-, (0 t:J 20 31215 '-20 ; ' " .-30 tt sJ ~ 1 5 22' ...... . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . -... "t:l (0 ..0 fll "i: rd 0 '-2 .--5 ,r5 Beech Avenue )5 t ( 261 Christiansen Wa Grand Avenue Carlsbad Village Drive Oak Avenue FIGURE 10 ..., Q) Q) s... ..., if) c:: 0 ..., QI) c:: :2 fll (0 ;;:: "t:l ro 0 ..::: ·.;; 0:: r:r.. rn ~ ~ ' ® NO SCALE I- PROJECT PLUS EXISTING AM PEAK HOUR TRAFFIC CARLSBAD BY THE SEA ..... 2 - 19 - 5 --------URBAN SYSTEMS----------002494 G151A CBTC-10 20 tC 10 . . . . . . . . . . . . . . . . . .... Beech Avenue 15J ' t t 1-. 25 1 15-..__ 495 Christiansen W a Grand Avenue '-65 2557540 ~30 ; i " ,r-155 -0 co .0 Ill -s::: co u FIGURE 11 3QJ ' t t 4o-. 35 130 3o-..__ 575 Carlsbad Village Drive Oak Avenue ....., Cll Cll s... ....., IZl i::: 0 ....., bl) i::: :.a Ill co ;;::: ' ® NO SCALE I- PROJECT PLUS EXISTING PM PEAK HOUR TRAFFIC CARLSBAD BY THE SEA '2-19-5 --------URBAN SYSTEMS-----------" 002494 G151A CBTC-11 21 CARLSBAD BY THE SEA Revised -February 17, 1995 URBAN SYSTEMS ASSOCIATES, INC. This shift in through traffic would add approximately 410 daily trips to each of the parallel routes, Grand Avenue and Beech Avenue. Only approximately 25 AM. peak hour and 20 P.M. peak hour trips would be added to these parallel routes. This amount of daily and peak hour traffic is well within the level of service 11D11 capacity of those streets and intersections so that the effect of closing Christiansen Way to through traffic can be considered insignificant. Table 4 shows street segment levels of service with project traffic added to existing traffic. As shown in this table, all segments evaluated are projected at level of service 11A11 so that no street segment mitigation is needed, and it can be concluded that the project's impact to street segments is insignificant. Intersection level of service worksheets are included in Appendix C. Table 5 shows intersection peak hour levels of service with project traffic added to existing traffic volumes for both the A.M. and P.M. peak hours. As shown, all intersections were eva~uated at level of service 11A11 under existing conditions. With project traffic added to existing volumes no changes in level of service are expected. Therefore, it can be concluded that the project's direct traffic impact to adjacent intersections is insignificant and no mitigation is needed. 002494 22 CARLBS.RPT/1 BE TABLE 4 PROJECT PLUS EXISTING STREET SEGMENT LEVELS OF SERVICE (PEAK HOUR ANALYSIS) (V) PEAK HOUR (C) CAPACITY PER LANE (VPH) VOLUME PEAK HOUR LOCATION CARLSBAD BOULEVARD: Carlsbad Village Dr. -Grand Ave. Grand Ave. -Christiansen Wy. Christiansen Wy. -Beech Ave. Beech Ave. -Cypress St. BEECH A VENUE Ocean St -Garfield St. Garfield St. -Carlsbad Blvd. CHRISTIANSEN WAY: Ocean St -Garfield St Garfield St. -Carlsbad Blvd. GRAND A VENUE Ocean St -Garfield St. Garfield St. -Carlsbad Blvd. OCEANSTREET Carlsbad Village Dr. -Grand Ave. Grand Ave. -Christiansen Wy. Christiansen Wy. -Beech Ave. Beech Ave. -Cypress Ave. ARTERIAL CLASSIFICATION 4 SA = 4 Lane Secondary Arterial 2 SA = 2 Lane Secondary Arterial 2 L = 2 Lane Local CLASSIFICATION LOS: 4SA 4SA 4SA 4SA 2L 2L 2L 2L 2SA 2SA 2L 2L 2L 2L A 0.00-0.60 B 0.61 -0.70 C 0.71 -0.80 D 0.81 -0.90 E 0.91 -1.00 F 1.01 - 1500 1500 1500 1500 100 100 100 100 200 200 100 100 100 100 CARLSBAD BY THE SEA PER LANE V / C LOS 380 335 325 325 30 40 10 15 0.5 100 50 50 40 20 0.25 0.22 0.22· 0.22 0.30 0.40 0.10 0.15 0.25 0.50 0.50 0.50 0.40 0.20 A A A A A A A A A A A A A A CBTC-1.WB1 TAB E -2-195---------URBAN SYS TEMS-------a-tJ._!.?-_'49-_'4__, 23 TABLE 5 PROJECT PLUS EXISTING INTERSECTION LEVELS OF SERVICE (WITH CHRISTIANSEN WAY CLOSED TO THROUGH TRAFFIC) LEVEL OF SERVICE EXISTING WITH PROJECT LOCATION TYPE OF CONTROL AM PM AM PM CARLSBAD BOULEVARD/ BEECH AVENUE East and West Stops CARLSBAD BOULEVARD/ CHRISTIANSEN WJ East and West Stops A A CARLSBAD BOULEVARD/ GRAND AVENUE Signal A GRAND AVENUE/ OCEAN STREET All-Way Stops A CHRISTIANSEN WAY/ OCEAN STREET North and South Stops A BEECH AVENUE/ OCEAN STREET North and South Stops A CARLSBAD BY THE SEA A A A A A A A A A A A A A A A A A A CBTC-1.WB1 TAB D """2-19-5 ---------URBAN SYS TEMS--------a-t?._!.?._'4.9._'4_.,,, 24 CARLSBAD BY THE SEA Revised -February 17, 1995 PARKING EVALUATION URBAN SYSTEMS ASSOCIATES, INC. The existing facility has off-street parking for 16 cars at the facility south of Grand Avenue, and on-street parking on Grand Avenue, Garfield Street, Ocean Street, Christansen Way and Carlsbad Boulevard totalling approximately 118 spaces on and immediately adjacent to the project site. Figure 12 shows the location of these existing parking spaces. Of these 118 spaces, 102 spaces are on-street parking spaces, 16 are on-site. The proposed facility will provide for a total of 141 on-street parking spaces, including 57 spaces within the planned improved right-of-way of Garfield Street between Beech Street and Christiansen Way. On-street parking available would increase from the existing 102 spaces to 141 spaces, an increase of 39 spaces on-street. A total of 238 parking spaces are planned on-site, 232 spaces to be provided within the main structures fronting on Grand Avenue, and six spaces at the residential units west of Ocean Street. Figure 13 shows the location of parking spaces. for the planned project. Based on shift-work employment information provided by California Lutheran Homes (see Appendix D), a maximum of 70 on-site parking spaces would be occupied by employees at any one time. This maximum employee demand is expected to occur during the 3:00 p.m. shift change, and assumes one person per vehicle occupancy and no transit ridership. These are conservative assumptions, since employee transit ridership is expected considering that a bus transfer station is nearby on Grand Avenue one block to the east of the project. 002494 25 CARLBS.RPT/1 SE ..... : : ::3:~ . . . . . . . .._,,____ . . . ~ Q) (I) ... ~ lf2 i:::: ct) Q) C) 0 .. ...J Q) Q) I... ...J lf2 "O ....... (I) ....... -... co 0 Beech Avenue Carlsbad Village Drive FIGURE 12 Christiansen Wa Grand Avenue EXISTING PARKING SPACES CARLSBAD BY THE SEA '2-195---------LIRBAN SYSTEMS----------002494 G151A CBTC-12 26 ......, (l) Q) i... ......, 1J2 '"O ....... Q) ·-'+-< i... ro 0 Beech Avenue lmpropved R-O-W ~ with parking for 57 cars. Christiansen Wa _Bi~~Qi L.....;,<.......:........:..-11:-\J., .•. :-. • • .•• ~ Grand Avenue ..,) Q.l Q) i... ..,) 1J2 C: ro Q.l (.) 0 . . . . . . . . . . . . . . . . . . . . . . ... . . ..... -. . . . . . . . . .. Carlsbad Village Drive FIGURE 13 '"O > ....... O'.l '"O co ..0 [/) ...... i... ro u FUTURE PARKING SPACES ' ~ NO SCALE I· CARLSBAD BY THE SEA '2-195---------URBAN SYSTEMS---------__,, G151A CBTC-13 27 00,24!}4 CARLSBAD BY THE SEA Revised -February 17, 1995 URBAN SYSTEMS ASSOCIATES, INC. The remaining 168 spaces would be available for residents, visitors, and parking for special events. This amount should be more than adequate even considering that only approximately one out of four of the residential units would need to have a space provided. It can be concluded from this parking evaluation that currently available 102 on-street parking spaces will be made available for public parking, and that additional on-street parking can be provided by improvements to Garfield Street so that a total gain of 141 on-street spaces for public parking is provided. It can be further concluded that off-street parking should be adequate at the facility so that employee, resident, and visitor parking can be provided on-site, freeing up the on-street parking of 141 spaces. 002494 28 CARLBS.RPT/1 SE CARLSBAD BY THE SEA Revised -February 17, 1995 CONCLUSIONS AND RECOMMENDATIONS URBAN SYSTEMS ASSOCIATES, INC. This traffic and parking study was initiated to determine the possible direct traffic and parking impacts of the proposed Carlsbad by the Sea project. The project consists of replacing the existing facilities containing 102 living units and a 59 bed skilled nursing unit with 162 living units, a 37 bed nursing unit, and two visitor dwelling units. This evaluation included street segment and intersection peak hour level of service determination for existing traffic conditions, and with project traffic added to existing conditions. The conclusions of this report are provided below. Existing Conditions Street segment average daily traffic volume counts were obtained and evaluated for Carlsbad Boulevard, Ocean Street, Grand Avenue, Christiansen Way, and Beech Streets adjacent to the project site. Street segment peak hour levels of service were calculated and all street segments evaluated were at level of service "AU. Since the City of Carlsbad Performance Standard for street segments and intersections is at level of service 11D11 during peak hours, it can be concluded that no mitigation is required for existing conditions before the project is built. Intersection levels of service were calculated or observed for existing conditions at adjacent intersections as listed below: 002494 29 CARLBS.RPT/18E CARLSBAD BY THE SEA Revised -February 17, 1995 Carlsbad Boulevard/Grand Avenue Carlsbad Boulevard/Christiansen Way Carlsbad Boulevard/Beech Street Ocean StreeVGrand Avenue Ocean StreeVChristiansen Way Ocean StreeVBeech Street URBAN SYSTEMS ASSOCIATES, INC. All locations were determined to operate at level of service "A" for both AM. and P.M. peak hours. Therefore, it can be concluded that no intersection mitigation is needed prior to project construction in order to meet the City's Level of Service Performance Standard. Project Plus Existing Conditions The project is expected to generate 439-average daily vehicle trips, 37 AM. peak and 41 P.M. peak hour trips. This-trip generation is only 58 daily, six AM., and eight P.M. peak hour trips more than the current facility. Project only trips were added to existing street segment volumes. The Christiansen Way closure to through traffic is expected to divert 410 daily trips, 25 AM. peak, and 20 P.M. peak hour trips to parallel streets, Grand Avenue to the south and Beach Avenue to the north. With project traffic added to existing daily and peak hour volumes, levels of service were unchanged from existing levels of service at "A" for street segments and intersections. 002494 30 CARLBS.RPT/1 SE CARLSBAD BY THE SEA Revised -February 17, 1995 URBAN SYSTEMS ASSOCIATES, INC. Therefore, it can be concluded that the project will have a non-significant traffic impact to adjacent street segments and intersections and no direct project mitigation is needed. Parking A parking tabulation of existing on and off-street spaces near and at the existing facility shows a total of sixteen on-site and 102 parking spaces on-street are currently available. A comparison to the planned parking spaces indicate that an additional 39 spaces will be provided on-street, including 57 spaces planned within the right-of-way of Garfield Street between Beech Street and Christiansen Way. In addition, a total of 238 spaces are planned on-site. An employee shift work tabulation indicates that on-site parking should be more than adequate for employees, residents, and visitors so that all on-street spaces, totalling 141 spaces, will be available for on-street public parking not related to the Carlsbad by the Sea project. Therefore, it can be concluded that the project will have no significant impact to available on street parking, on-site parking is expected to be more than adequate for project parking demand, and the net gain in on-street public parking will be a benefit to the public. 002494 31 CARLBS.RPT/1 BE PAGE 1 OF 33 APPENDIX A EXISTING CONDITIONS COUNT SUMMARIES AND LEVEL OF SERVICE WORKSHEETS CARLSBAD BY THE SEA """"1-219-4 -------URBAN SYS TEMS-------o.-'OP._'4._'9_'4.., APPENDIX A PAGE 2 OF 33 STUDY AREA 1/) '."" LEGEND: e • STUDY INTERSECTION CYPRES· AVENUE V AC TRAFFIC STUDY Carlsbad, Calif ornla -• 24 HOUR COUNT LOCATION ION ----ARM'f/_NAVY ACAOEMY ~ BOUNDARY lO~~ (~) t:ft{J, d::::-EXHIBIT B --~ Robert Kahn, John Kain &: Associates, Inc. CARLSBAD BY THE SEA -1-2,a-4--------URBAN SYSTEMS---------__,,, 002494 ~ --([) ,,.. ~ S) ~~ ~~ ~ V) l:t) ~"' ~ ~ ~~ CJ)~ ~ ~ ~ JHK & Associates Turning Movement Count Analysis City : Carlsbad Intersection ot : N/S Street : Carlsbad Boulevard E/W Street : Grand Avenue Count Dale: 8/4/94 Day : Thursday Weather : Clear Page 1 of3 File : CBV9404.XLS Doi~ Collected by T.M. & M.C. Traffic Control : Slgnalzed Endo! 15 min. prd. South App:<_>ach (NB) North ~roach (SB) West Apgoach (EB) East ApProach (WB) 15 min Total 6:15AM 6:30AM 6:45AM 7:00AM 7:15AM 7:30AM 7:45AM 8:00AM 8:15AM ' 8:30AM ' 8:45AM ' 9:00AM ' Max. 15 min. Pk. Hr. Vol. 8:00AM Peak 9:00AM Hour 3:45 PM 4:00PM 4:15PM 4:30PM 4:45PM 5:00PM 5:15 PM • 5:30PM • 5:45PM ' 6:00PM ' 6:15PM 6:30PM Max.15min. Pk. Hr. Vol. 5:00 PM Peak 6:00PM Hour Left U-Trn Thru Right Pads Left U-Trn Thru Righi Pads Lett U-Trn Thru Right Pads Lett U-Trn Thru Right Pads Vehicles Pads 0 0 l 2 0 0 l 1 4 2 4 1 4 11 1 2 3 4 6 ·2 3 4 2 3 5 3 6 12 0 14 4 0 0 0 0 16 6 l 0 0 0 28 9 0 l O 1 37 9 2 l 0 2 29 7 4 4 0 0 55 18 l 3 0 0 61 20 0 5 0 O 42 11 l 5 0 0 78 23 0 5 0 l 50 24 0 5 0 2 64 22 0 10 0 l 80 28 0 9 l 2 80 28 4 10 4 272 97 0 29 Intersection Traffic in Pk. Hr. Intersection Pdslrns in Pk. Hr. • 875 27 2 120 21 2 11 0 5 139 44 2 18 0 2 132 32 5 16 0 2 137 30 3 13 1 5 131 33 2 6 0 4 123 26 l 15 0 7 131 28 14 11 2 2 168 43 6 12 0 2 139 29 1 5 1 1 126 28 4 9 0 4 116 31 6 7 0 4 9430 3 5 1 7 168 44 14 18 2 12 564 126 25 37 3 Intersection Tro.tfic in.Pk. Hr. ' = 1661 Intersection Pdstrns in Pk. Hr. = 99 44 29 51 52 68 88 132 67 81 70 72 49 132 272 99 90 129 89 111 119 128 144 101 191 45 69 191 564 l 3 2 4 3 l 7 8 3 5 l 3 0 0 0 3 2 0 l l l l 6 0 0 0 l 1 2 l 2 0 l l 3 l 8 6 3 12 8 6 Peak Hr."Factor 2 8 2 6 5 7 6 5 2 2 10 3 3 3 6 10 7 4 8 • 17 5 3 4 8 3 7 6 5 2 0 5 13 3 1 0 6 10 17 6 19 30 19 Peak Hr. Factor 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.80 0 0 0 0 0 Q 0 0 0 0 0 0 0 0 0.90 0 1 l l 3 5 3 3 1 l 6 6 6 14 4 6 6 8 8 16 10 4 19 4 6 6 19 37 1 l l l 1 1 0 0 1 l 2 l 2 5 6 4 6 5 3 5. 3 6 5 l 6 2 6 15 2 2 0 2 2 0 8 3 2 0 0 1 8 3 4 4 6 1 10 4 0 6 10 0 11 1 11 16 8 12 13 21 23 24 30 13 25 30 30 28 30 113 35 37 47 41 41 42 41 45 31 37 23 33 47 154 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 2 0 0 1 0 0 0 2 l 4 2 4 7 2 5 3 3 2 1 6 3 7 12 6 29 14 15 6 ·10 5 10 9 7 4 2 29 31 4 3 5 3 ·4 5 8 6 9 6 4 7 9 26 14 11 27 13 17 17 18 13 17 17 16 15 27 65 0 0 0 0 2 3 4 3 5 5 6 0 6 16 9 2 10 5 3 7 10 4 6 8 3 ·1 10 26 81 73 117 140 148 206 272 159 233 197 226 219 272 875 325 396 422 363 379 396 400 462 370 429 271 27·1 462 1661 2 3 0 7 10 4 13 8 8 6 12 1 13 27 23 13 26 19 18 19 41 20 24 14 33 5 41 99 )> -0 -0 m z 0 X )> "O > Ci) m c,:, 0 -n c,:, c,:, APPENDIX A PAGE 4 OF 33 Carlsbad Boulevard at Qrand Avenue Lone Configuration for Intersection Copoci!y U!ilizo!ion Pk. Hr. Time Period: 8:00AM to 9:00AM South Appr (NB) North Appr (SB) West Appr (EB) Poge2 of3 East Appr CWB) Lone Config urations Inside aett) 1 2 3 4 5 6 Outside 7 Free-flow Lane Settings • 2 Copocity 1800 400::J Are the North/South phoses split (:(IN)? Are the Eost/West phases split 0(/N)? Efflclency Lost Factor 0.10 Hourly Volume 15 272 Adjusted Hourly Volume 15 369 Utllizotion Foc!or 0.01 0.09 Critical Factors 0.09 ICU Ratio • 0.28 Turning Movements at Intersection of: w e s A p p Time : 8:00 AM to 9:00AM Dote : 8/4/94 Doy : Thursday Nome : T.M. & M.C. Sub- Totals totols 35 60 25 0 1 2 0 0 1800 400) 0 N N 97 30 272 12 0 30 284 0 0.00 0.02 0.07 0.00 0.02 LOS• A Carlsbad Boulevard North Approach 314 12 272 ~ .. ~ 6 ·14 ~ 5 .T t North ~ t 15 272 Subtotals 394 384 Totol 778 South Approach 1 1800 6 6 0.00 and 619 30 ~ t 97 1 0 1 1 0 20CO 0 1800 20CO 0 14 5 114 12 26 19 0 114 38 0 0.01 0.00 0.06 0.02 0.00 0.01 0.06 Grand Avenue Carlsbad Boulevard 305 L 26 +-12 r 114 Total Subtotols Sub- ~ Totals 152 293 141 Grand Avenue Note : Lett-turn volumes include U-turns. E 0 s A p p CARLSBAD BY THE SEA '1-219-4 --------URBAN SYSTEMS---------.., 0024.94 APPENDIX A PAGE 5 OF 33 Carlsbad Bolievard at Grand Avenue Lane Configuration for lnfersection Capacity Utilization Pie. Hr. rame Period: 5:00PM fo 6:00PM. Soufh Appr (NB) North Appr (SB) West Appr (EB) Lane Config urations Inside {Jeff) Outside Free-flow 1 2 3 4 5 6 7 Lane Settings 2 Capacity 1800 4CXO Ale the North/Soufh phases split C(!N)? Ale the East/West phases split C{/N)? Efficiency Losf Facfor 0: 10 Hourly Volume 24 564 Adjusted Hourly Volume 24 692 Utmzation Factor 0.ol 0.17 Critical Facfors 0.17 ICU Ratio • 0.41 0 1 0 lBOJ N N 128 4J 0 4J 0.00 0.02 0.02 LOS• A 2 0 1 1 0 40'.)) 0 1800 2000 0 564 19 19 37 15 583 0 19 52 0 0.15 0.00 0.ol 0.03 0.00 0.03 Page3 of3 Eosf Appr (WB) 1 1 0 1800 2000 0 155 31 65 155 96 0 0.09 0.05 0.00 0.09 Turning Movemenfs at lntersecfion of : Carlsbad Boulevard and Grand Avenue w e s A p p Tame : 5:00 PM to 6:00PM Dafe : 8/4/94 Day : Thursday Name : T.M. & M.C. Sub- Tofals ....t2!2!L 62 133 71 19 37 15 Subfofals Tofal North Approach Carlsbad Boulevard 1274 623 651 19 564 4J J • ~ ~ L 65 _. t ~ 31 T T 155 North ~ t t 24 564 128 745 716 1A61 Soufh Approach !,Q!g!_ Subfolals Sub- ~ Tofals 251 454 203 Grand Avenue Note : Left-furn volumes include U-turns. E a $ A p p CARLSBAD BY THE SEA """'1-2,a-4--------URBAN SYSTEMS---------_, 0024.94 APPENDIX A PAGE 6 OF 33 TURNING MOVEMENTS by Traffic Counts, Inc Site Code: CARLSBAD PAGE: 1 N·S Street: CARLSBAD BLVD. FILE: H9410110 E·II Street: BEECH AVE. Client : URBAN SYSTEMS Movements by: VEHICLES DATE: 10/25/94 ---------------------------------------------------------------------------------------------------------------------------------- Time From North From East From South From I/est Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total ---------------------------------------------------------------------------------------------------------------------------------- 7:00 AH 0 78 1 0 0 0 41 4 2 0 0 127 7:15 0 88 4 0 0 2 49 1 2 0 0 147 7:30 0 81 5 0 0 1 0 52 0 0 0 0 139 7:45 0 82 3 1 0 0 1 53 5 1 0 1 147 HR TOTAL 0 329 13 3 0 1 3 195 10 5 0 1 560 8:00 AH 0 83 4 1 0 3 1 52 4 3 0 0 151 8:15 , 63 3 0 0 , 0 80 4 3 0 , 156 8:30 8 66 3 0 2 ,-53 10 3 0 3 150 8:45 4 97 5 0 0 0 2 74 10 6 4 1 203 HR TOTAL 13 309 15 2 0 6 4 259 28 15 4 5 660 ------------------------------------------------------------Break ------------------------------------------------------------ 4:00 PH 103 5 2 0 2 0 104 8 0 2 228 4:15 2 104 1 3 0 0 0 99 3 0 2 215 4:30 5 98 6 4 0 0 0 102 8 0 2 226 4:45 3 86 3 0 0 0 111 5 2 0 0 211 HR TOTAL 11 391 15 10 0 2 0 416 17 12 0 6 880 5:00 PH 2 111 6 3 0 0 0 134 5 6 0 4 271 5:15 0 95 5 0 0 0 1 149 3 2 1 4 260 5:30 4 80 3 0 0 0 100 4 4 0 0 196 5:45 2 76 2 0 0 0 3 63 , 4 0 1 152 HR TOTAL 8 362 16 3 0 1 4 446 13 16 9 879 DAY TOTAL 32 1391 59 18 0 10 11 1316 68 48 5 21 2979 CARLSBAD BY THE SEA ',-21e-4--------URBAN SYSTEMS-----------' 0024.94 Site Code: CARLSBAD N·S Street: CARLSBAD BLVD. E·W Street: BEECK AVE. Client : URBAN SYSTEMS APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES PEAK PERIOO ANALYSIS FOR THE PERIOO: 7:00 AH· 9:00 AH DIRECTION FROM North East South West North East South West START PEAK HOUR 7:15 AH 7:45 AH 8:00 AH 8:00 AH 8:00 AH 5 PEAK HR FACTOR 0.95 0.56 0.85 0.55 0.79 0.50 0.85 0.55 13 L 7 4 24 15 J ........ VOLUMES , .. , .... Right Thru Left Total 0 334 16 350 3 0 6 9 4 259 28 291 15 4 5 24 Entire Intersection 13 309 15 337 2 0 6 8 4 259 28 291 15 4 5 24 309 337 _J ' 291 7 28 259 CARLSBAD BLVD. . ... PERCENTS ... Right Thru Left 0 33 , 62 4 25 1 62 95 0 89 17 92 0 89 17 N 5 67 10 21 4 75 10 21 W-!-E s 8 0 L 6 4 PAGE 7 OF 33 PAGE: 1 FILE: H9410110 DATE: 10/25/94 CARLSBAD BY THE SEA """1-2,e-4--------URBAN SYSTEMS---------_, 0024.94 Site Code: CARLSBAD N-S Street: CARLSBAD BLVD. E·W Street: BEECH AVE. Client : URBAN SYSTEMS APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PH• 6:00 PH DIRECTION START FROM PEAK HOUR North East South West North East South West 4:15 PH 4:00 PH 4:30 PH 5:00 PH 4:30 PH 10 1 11 PEAK HR FACTOR 0.90 0.75 0.85 0.65 0.88 0.50 0.85 0.55 10 L 7 22 J ........ VOLUMES ......•• Right Thr-u Left Total 12 399 16 427 10 0 2 12 1 496 21 518 16 1 9 26 Entire Inter-section 10 390 20 420 8 0 0 8 1 496 21 518 11 1 10 22 390 20 420 _J I 8 L i 518 7 21 496 1 CARLSBAD BLVD. . ... PERCENTS ... Right Thr-u Left 3 83 0 62 2 X100 0 50 8 0 0 93 4 0 17 96 4 4 35 93 5 0 0 96 4 5 45 N w+E s PAGE 8 OF 33 PAGE: FILE: H9410110 DATE: 10/25/94 CARLSBAD BY THE SEA ',2-,a-4---------URBAN SYSTEMS-----------' 0024.94 APPENDIX A PAGE 9 OF 33 TURNING MOVEMENTS by Traffic Counts, Inc Site Code: CARLSBAD PAGE: N·S Street: OCEAN STREET FILE: H9410108 E·II Street: GRAND AVE. Client : URBAN SYSTEMS Movements by: VEHICLES DATE: 10/25/94 -------------···-·················------------------------------------------------------------------------------------------------ Time From North From East From South From \lest Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total ---------------------------------------------------------------------------------------------------------------------------------- 7:00 AH 0 6 1 0 5 0 0 0 0 15 7:15 0 1 1 1 0 2 4 0 0 0 0 0 9 7:30 0 10 2 2 0 1 2 3 0 0 0 0 20 7:45 0 1 2 1 0 2 0 1 0 0 0 0 7 HR TOTAL 0 18 6 5 0 6 11 5 0 0 0 0 51 8:00 AH 0 3 1 2 0 4 2 0 0 0 0 13 8:15 0 7 3 0 0 4 7 0 0 0 0 22 8:30 0 7 2 2 0 3 2 8 0 0 0 0 24 8:45 0 3 0 7 0 5 5 6 0 0 0 0 26 HR TOTAL 0 20 6 11 0 16 16 16 0 0 0 D 85 ------------------------------------------------------------Break ------------------------------------------------------------ 4:00 PM 0 7 3 3 0 8 1 2 0 0 0 0 24 4:15 0 5 2 3 0 4 2 5 0 0 0 0 21 4:30 0 5 2 6 0 0 3 1 0 0 0 0 17 4:45 0 9 1 4 0 3 3 5 0 0 0 0 25 HR TOTAL 0 26 8 16 0 15 9 13 0 0 0 0 87 5:00 PM 0 4 2 1 0 4 8 6 0 0 0 0 25 5:15 0 8 1 2 0 6 2 7 0 0 0 0 26 5:30 0 7 2 3 0 4 2 5 0 0 0 0 23 5:45 0 2 3 2 0 9 4 6 0 0 0 0 26 HR TOTAL 0 21 8 8 0 23 16 24 0 0 0 0 100 OAY TOTAL 0 85 28 40 0 60 52 58 0 0 0 0 323 CARLSBAD BY THE SEA """1-21e-4--------URBAN SYSTEMS-----------' 0024.94 Site Code : CARLSBAD • N·S Street: OCEAN STREET E·II Street: GRAND AVE. Client : URBAN SYSTEMS APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES PEAK PERICO ANALYSIS FOR THE PERICO: 7:00 AH -9:00 AH DIRECTION START FROM PEAK HOUR North East South \lest North East South \lest 7:30 AH 8:00 AH 8:00 AH 8:00 AH 8:00 AH GRAND AVE. 0 0 0 PEAK HR FACTOR 0.60 0.56 0.73 o.oo 0.65 0.56 0.73 0.00 0 L 7 0 J ........ VOLUMES .......• Right Thru Left Total 0 21 11 0 16 16 0 0 8 16 0 0 29 27 32 0 Entire Intersection 0 20 6 26 11 0 16 27 16 16 0 32 0 0 0 0 20 6 26 _J I 27 L ' 32 7 0 16 16 OCEAN STREET . ... PERCENTS ... Right Thru Left 0 41 50 0 0 41 50 0 11 0 16 n 0 50 0 77 0 50 0 N 28 59 0 0 23 59 0 0 w+E s PAGE 10 OF 33 PAGE: FILE: H9410108 DATE: 10/25/94 CARLSBAD BY THE SEA ',2-,9-4--------URBAN SYSTEMS---------_, 0024.94 Site Code: CARLSBAD N·S Street: OCEAN STREET E•ij Street: GRAND AVE. Client : URBAN SYSTEMS APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES PEAK PERIOO ANALYSIS FOR THE PERIOO: 4:00 PH· 6:00 PH DIRECTION START FROM PEAK HOUR North East South \lest North East South \lest 4:00 PH 4:00 PH 5:00 PH 5:00 PH 5:00 PH GRAND AVE. 0 0 0 PEAK HR FACTOR 0.85 0.70 0.71 0.00 0.81 0.70 0.71 0.00 0 L 7 0 J ........ VOLUMES . , .....• Right Thru Left Total 0 26 16 0 16 24 0 0 8 15 0 0 34 31 40 0 Entire Intersection 0 21 8 29 8 0 23 31 16 24 0 40 0 0 0 0 21 8 29 _J r 31 L i 40 7 0 24 16 OCEAN STREET . ... PERCENTS ... Right Thru Left 0 52 40 0 0 26 40 0 8· 0 2·3 76 0 60 0 72 0 60 0 N 24 48 0 0 28 74 0 0 W-!-E s PAGE 11 OF 33 PAGE: FlLE: H9410108 DATE: 10/25/94 CARLSBAD BY THE SEA "',-219-4--------URBAN SYSTEMS---------__,. 0024.94 Site Code: CARLSBAD N-S Street: GARFIELD STREET E-11 Street: BEECH AVE. Client : URBAN SYSTEMS Time From North Begin RT THRU APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES From East From South LT RT THRU LT RT THRU PAGE 12 OF 33 PAGE: 1 FILE: H9410109 DATE: 10/26/94 From \lest Vehicle LT RT THRU LT Total ---------------------------------------------------------------------------------------------------------------------------------- 7:00 AM 2 0 0 4 0 1 0 0 0 0 3 2 12 7:15 0 0 0 1 1 0 0 0 0 0 2 0 4 7:30 1 0 0 0 0 0 0 0 0 0 0 1 2 7:45 0 0 0 1 1 0 0 0 0 0 1 1 4 HR TOTAL 3 0 0 6 2 1 0 0 0 0 6 4 22 8:00 AM 0 0 2 0 0 0 0 0 2 0 6 8:15 0 0 0 4 0 0 0 0 0 2 1 8 8:30 0 0 3 8 4 0 0 0 0 2 1 19 8:45 0 0 3 12 4 0 0 0 0 0 6 1 26 HR TOTAL 0 1 8 20 14 0 0 0 0 12 3 59 ------------------------------------------------------------Break ------------------------------------------------------------ 4:00 PM 0 0 3 2 0 0 0 0 0 3 0 9 4:15 0 1 0 0 2 0 0 0 0 2 0 6 4:30 0 0 0 4 5 0 0 0 0 0 5 0 14 4:45 0 0 1 0 7 0 1 0 0 0 1 0 10 HR TOTAL 0 1 4 5 16 0 2 0 0 0 11 0 39 5:00 PM 0 2 1 3 0 0 0 0 0 5 0 12 5:15 0 0 1 1 1 0 0 0 0 0 3-0 6 5:30 0 2 3 4 0 0 0 0 0 2 0 12 5:45 0 0 0 0 1 0 0 0 0 0 1 1 3 HR TOTAL 2 0 5 5 9 0 0 0 0 0 11 33 DAY TOTAL 5 2 17 36 41 2 0 0 40 8 153 CARLSBAD BY THE SEA ...... ,-2,e-4---------URBAN SYSTEMS-----------' 002494 Site Code: CARLSBAD N-S Street: GARFIELD STREET E-W Street: BEECH AVE. Client : URBAN SYSTEMS APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES PEAK PERIOO ANALYSIS FOR THE PERIOO: 7:00 AM -9:00 AM DIRECTION START FROM PEAK HOOR North East South West North East South West 8:00 AH 8:00 AM 7:45 AM 8:00 AH 8:00 AM 3 12 0 PEAK HR FACTOR 0.75 0.53 0.25 0.54 0.75 0.53 0.25 0.54 0 L 7 15 J ........ VOLUMES ...•.••• Right Thru Left Total 0 1 8 20 14 0 0 1 0 0 12 3 Entire Intersection 0 8 20 14 0 0 , 0 0 12 3 1 8 9 _J i 0 GARFIELD STREET 1 1 9 34 1 15 9 34 1 15 7 ' 34 L 0 CARLSBAD BY THE SEA . ... PERCENTS ... Right Thru Left 0 11 89 59 41 0 0 X100 0 0 80 20 0 11 89 59 41 0 0 X100 0 0 80 20 N w+E s 20 14 0 PAGE 13 OF 33 PAGE: FILE: H9410109 DATE: 10/26/94 ',2-1e-4 --------URBAN SYSTEMS-----------' 0024.94 Site Code: CARLSBAD N·S Street: GARFIELD STREET E·W Street: BEECH AVE. Client : URBAN SYSTEMS APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES PEAK PERIOO ANALYSIS FOR THE PERIOO: 4:00 PH· 6:00 PH DIRECTION FROM North East South West North East South West START PEAK HOUR 4:45 PH 4:15 PH 4:00 PM 4:30 PM 4:15 PM 0 PEAK HR FACTOR 0.67 0.61 0.50 0.70 0.42 0.61 0.50 0.65 1 L 7 13 13 0 J ........ VOLUMES ....... . Right Thru Left Total 2 0 6 5 17 0 2 0 0 0 14 0 Entire Intersection 1 3 5 17 0 2 0 0 0 13 0 I 0 0 8 22 2 14 5 22 2 13 GARFIELD STREET f .... PERCENTS ... Right Thru Left 25 0 75 23 n o X100 0 0 0 X100 0 20 20 60 23 n 0 x,oo 0 0 0 X100 0 N W-j-E s 5 22 17 L 0 2 PAGE 14 OF 33 PAGE: FILE: H9410109 DATE: 10/26/94 CARLSBAD BY THE SEA """",-219-4--------URBAN SYSTEMS-----------" 002494 APPENDIX A PAGE 15 OF 33 TURNING MOVEMENTS by Traffic Counts, Inc Site Code: CARLSBAD PAGE: N·S Street: CARLSBAD BLVD. FILE: H941011t. E·II Street: GRAND AVE. Client : URBAN SYSTEMS Movements by: VEHICLES DATE: 10/25/94 ----·----------------------------------------------------------------------------------------------------------------------------- Time From North From East From South From \lest Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total ·--------------------------------------------------------------------------------------------------------------------------------- 7:00 AH 2 71 6 2 3 11 14 39 3 2 2 156 7:15 7 69 3 10 2 9 21 33 11 3 1 2 171 7:30 84 2 9 1 13 20 47 4 3 2 1 187 7:45 6 73 4 12 4 12 15 49 7 1 4 2 189 HR TOTAL 16 297 15 33 10 45 70 168 25 9 9 6 703 8:00 AH 5 72 8 10 3 9 20 48 2 3 3 1 184 8:15 5 51 3 12 2 13 33 74 4 2 2 3 204 8:30 12 68 8 4 14 23 54 6 3 3 2 198 8:45 11 81 10 3 10 23 76 7 2 4 3 231 HR TOTAL 33 272 13 40 12 46 99 252 19 10 12 9 817 ------------------------------------------------------------Break ------------------------------------------------------------ 4:00 PH 11 91 14 14 6 15 25 70 4 2 5 2 259 4:15 4 94 11 24 5 17 27 91 10 4 6 1 294 4:30 7 88 11 23 5 13 26 91 15 5 5 2 291 4:45 3 65 14 16 2 19 25 103 4 1 1 2 255 HR TOTAL 25 338 50 77 18 64 103 355 33 12 17 7 1099 5:00 PH 6 100 13 22 3 18 28 112 8 5 4 5 324 5:15 4 78 10 10 6 17 25 119 4 4 5 5 287 5:30 8 72 10 12 5 10 18 97 6 2 2 243 5:45 1 65 8 12 2 12 14 50 6 2 0 173 HR TOTAL 19 315 41 56 16 57 85 378 24 13 11 12 1027 DAY TOTAL 93 1222 119 206 56 212 357 1153 101 44 49 34 3646 CARLSBAD BY THE SEA ...... ,2-,0-4 --------URBAN SYSTEMS-----------' 002494 Site Code: CARLSBAD N·S Street: CARLSBAD BLVD. E·II Street: GRAND AVE. Client : URBAN SYSTEMS APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES PEAK PERIOD ANALYSIS FOR THE PERIOD: 7:00 AH· 9:00 AH DIRECTION START FRa4 PEAK HOUR North East South \lest North East South \lest 7:15 AH 7:45 AH 8:00 AH 8:00 AH 8:00 AH PEAK HR FACTOR 0.96 0.92 0.83 0.86 0.85 0.91 0.83 0.86 33 ........ VOLUMES ....... . Right Thru Left Total 19 298 17 334 42 13 48 103 99 252 19 370 10 12 9 31 Entire Intersection 33 272 13 318 40 12 46 98 99 252 19 370 10 12 9 31 272 . ... PERCENTS ... Right Thru Left 6 89 41 13 27 68 32 39 10 86 41 12 27 68 32 39 N 5 47 5 29 4 47 5 29 W-f-E s PAGE 16 OF 33 PAGE: 1 FILE: H9410112 DATE: 10/25/94 L 318 _J t __ 4_0 ______ _ GRAND AVE. 98 12 9 7 L 46 12 31 10 J ' 370 19 252 99 CARLSBAD BLVD. CARLSBAD BY THE SEA """"',2-,e-4 --------URBAN SYSTEMS----------' 0024.94 Site Code: CARLSBAD N·S Street: CARLSBAD BLVD. E·W Street: GRAND AVE. Client : URBAN SYSTEMS APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES PEAK PERIOO ANALYSIS FOR THE PERIOD: 4:00 PM· 6:00 PM DIRECTION FROM North East South West North East South West START PEAK HOUR 4:15 PM 4:15 PM 4:30 PM 4:30 PM 4:15 PH GRAND AVE. 10 16 15 PEAK HR FACTOR 0.87 0.91 0.95 0.79 0.87 0.91 0.91 0.73 20 L 7 41 J ........ VOLUMES ....... . Right Thru Left Total 20 347 85 15 104 425 15 15 49 67 31 14 416 167 560 44 Entire Intersection 20 347 49 416 85 15 67 167 106 397 37 540 15 16 10 41 347 416 _J I 167 L i 540 7 37 397 106 CARLSBAD BLVD. .... PERCENTS ... Right Thru Left 5 83 12 51 9 40 19 76 6 34 34 32 5 83 12 51 9 40 20 74 7 37 39 24 N W-f-E s 85 15 67 PAGE 17 OF 33 PAGE: FILE: H9410112 DATE: 10/25/94 CARLSBAD BY THE SEA ',-210-4 ---------URBAN SYS TEMS-------a-~-~-'49-_'4__,, APPENDIX A PAGE 18 OF 33 TURNING MOVEMENTS by Traffic Counts, Inc Site Code : CARLSBAD PAGE: N·S Street: CARLSBAD BLVD. FILE: H9410111 E·II Street: CHRISTIANSEN IIAY Client : URBAN SYSTEMS Movements by: VEHICLES DATE: 10/26/94 -----·---------------------------------------------------------------------------------------------------------------------------- Time From North From East From South From \lest Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total ---------------------------------------------------------------------------------------------------------------------------------- 7:00 AM 1 76 2 0 0 0 0 45 0 0 0 0 124 7:15 2 91 0 1 0 0 0 49 1 0 0 3 147 7:30 1 80 0 1 0 0 1 51 1 3 0 0 138 7:45 2 77 5 0 0 1 1 57 7 2 1 2 155 HR TOTAL 6 324 7 2 0 1 2 202 9 5 5 564 8:00 AM 88 3 2 0 0 0 50 4 3 153 8:15 3 59 2 2 0 0 1 81 5 0 0 154 8:30 1 71 1 2 0 0 0 62 9 0 0 147 8:45 4 93 1 1 0 0 0 85 7 1 0 2 194 HR TOTAL 9 311 7 7 0 0 1 278 17 12 1 5 648 ------------------------------------------------------------Break ------------------------------------------------------------ 4:00 PM 3 106 2 0 0 4 110 5 3 0 2 236 4:15 2 102 5 2 0 2 99 7 2 0 1 223 4:30 1 100 3 1 0 0 107 5 4 0 1 223 4:45 2 84 2 2 0 0 2 115 1 0 3 212 HR TOTAL 8 392 12 5 0 3 8 431 18 10 0 7 894 5:00 PH 3 111 5 0 0 3 139 3 4 0 1 270 5:15 0 96 3 0 1 0 145 1 3 0 3 253 5:30 0 79 5 1 1 0 106 3 1 0 0 197 5:45 1 76 2 0 0 0 64 2 0 0 0 146 HR TOTAL 4 362 15 4 1 2 3 454 9 8 0 4 866 DAY TOTAL 27 1389 41 18 6 14 1365 53 35 2 21 2972 CARLSBAD BY THE SEA """"1-2,e-4--------URBAN SYSTEMS-----------" 002494 Site Code: CARLSBAD N-S Street: CARLSBAD BLVD. E-W Street: CHRISTIANSEN WAY Client : URBAN SYSTEMS APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES PEAK PERIOD ANALYSIS FOR THE PERIOD: 7:00 AM· 9:00 Al1 DIRECTION START FROM PEAK HOUR North East South West North East South West 7:15 AM 7:45 AM 8:00 AM 7:45 AM 8:00 AM PEAK HR FACTOR 0.94 0.88 a.so 0.56 0.83 0.88 o.so 0.50 9 L CHRISTIANSEN WAY 5 7 1 18 12 J ........ VOLUMES .......• Right Thru Left Total 6 336 8 350 6 0 1 7 278 17 296 13 2 5 20 Entire Intersection 9 311 7 327 7 0 0 7 278 17 296 12 1 5 18 311 7 327 _J ' 296 7 17 278 CARLSBAD BLVD. ' 7 L 1 . ... PERCENTS ... Right Thru Left 2 96 2 86 0 14 0 94 6 65 10 25 3 95 2 %100 0 0 0 94 6 67 6 28 N W-t-E s 7 0 0 PAGE 19 OF 33 PAGE: 1 FILE: H9410111 DATE: 10/26/94 CARLSBAO BY THE SEA '1-2,e-4--------URBAN SYSTEMS-----------' 002494 APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Site Code: CARLSBAD N·S Street: CARLSBAD BLVD, E·II Street: CHRISTIANSEN IIAY Client : URBAN SYSTEMS Movements by: VEHICLES PEAK PERIOO ANALYSIS FOR THE PERIOO: 4:00 PH· 6:00 PH DIRECTION FROM North East South I/est North East south llest START PEAK HOUR 4:15 PH 4:00 PH 4:30 PH 4:30 PH 4:30 PH PEAK HR FACTOR 0.88 0.50 0.89 0.83 0.86 0.75 0.89 0.83 6 L CHRISTIANSEN WAY 8 7 0 20 12 J ........ VOLUMES .....••• Right Thru Left Total 8 397 15 420 5 0 3 8 6 506 10 522 12 0 8 20 Entire Intersection 6 391 13 410 5 0 6 6 506 10 522 12 0 8 20 391 410· _J ' 6 L I 522 10 506 CARLSBAD BLVD. CARLSBAD BY THE SEA •••• PERCENTS ••• Right Thru Left 2 95 4 62 0 38 1 97 2 60 0 40 95 3 83 0 17 1 97 2 60 0 40 N W-j-E s 5 0 1 PAGE 20 OF 33 PAGE: 1 FILE: H9410111 DATE: 10/26/94 "12-,9-4 --------URBAN SYSTEMS-----------' 002494 APPENDIX A PAGE 21 OF 33 TURNING MOVEMENTS by Traffic Counts, Inc Site Code : CARLSBAD PAGE: N·S Street: OCEAN STREET FILE: H9410107 E·II Street: CHRISTIANSEN IIAY Client : URBAN SYSTEMS Movements by: VEHICLES DATE: 10/26/94 ---------------------------------------------------------------------------------------------------------------------------------- Time From North From East From South From \lest Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total ---------------------------------------------------------------------------------------------------------------------------------- 7:00 AH 0 3 1 3 0 0 0 2 0 0 0 0 9 7:15 0 5 1 1 0 0 2 1 0 0 0 0 10 7:30 0 7 0 1 0 1 0 3 0 0 0 0 12 7:45 0 5 2 1 0 2 3 0 0 0 0 14 HR TOTAL 0 20 4 6 0 2 4 9 0 0 0 0 45 8:00 AH 0 3 0 0 0 2 2 0 0 0 0 8 8:15 0 6 2 0 0 4 3 3 0 0 0 0 18 8:30 0 5· 1 1 0 2 3 4 0 0 0 0 16 8:45 0 9 1 1 0 3 5 5 0 0 0 0 24 HR TOTAL 0 23 5 2 0 9 13 14 0 0 0 0 66 ------------------------------------------------------------Break ------------------------------------------------------------ 4:00 PH o· 4 2 0 4 0 4 0 0 0 0 15 4:15 0 5 0 0 0 1 4 3 0 0 0 0 13 4:30 0 9 0 1 0 2 0 3 0 0 0 0 15 4:45 0 7 0 0 0 0 3 6 0 0 0 0 16 HR TOTAL 0 25 2 2 0 7 7 16 0 0 0 0 59 5:00 PH 0 4 2 0 3 0 6 0 0 0 0 16 5:15 0 4 0 0 0 2 4 9 0 0 0 0 19 5:30 0 5 0 0 2 9 0 0 0 0 18 5:45 0 6 0 0 0 2 7 0 0 0 0 16 HR TOTAL 0 19 3 0 9 6 31 0 0 0 0 69 DAY TOTAL 0 87· 12 13 0 27 30 70 0 0 0 0 239 CARLSBAD BY THE SEA ..... ,-219-4--------URBAN SYSTEMS-----------' 002494 APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Site Code: CARLSBAD N·S Street: OCEAN STREET E·II Street: CHRISTIANSEN 1/AY Client : URBAN SYSTEMS Movements by: VEHICLES PEAK PERIOO ANALYSIS FOR THE PERIOO: 7:00 AM· 9:00 AM DIRECTION FROM North East South \lest North East South \lest START PEAK HOUR 8:00 AM 8:00 AM 8:00 AM 8:00 AM 8:00 AM PEAK HR FACTOR 0.70 0.69 0.68 0.00 0.70 0.69 0.68 o.oo 0 L CHRISTIANSEN WAY 0 7 0 0 0 J ........ VOLUMES ....... . Right Thru Left Total 0 23 5 28 2 0 9 11 13 14 0 27 0 0 0 0 Entire Intersection 0 23 5 28 2 0 9 11 13 14 0 27 0 0 0 0 23 5 28 _J ' 11 L i 27 7 0 14 13 STREET .... PERCENTS ... Right Thru Left 0 82 18 0 48 52 0 0 0 82 18 0 48 52 0 0 N 18 82 0 0 18 82 0 0 w+E s 2 0 9 PAGE 22 OF 33 PAGE: FILE: H9410107 DATE: 10/26/94 CAl?LSBAO BY THE SEA """"'1-2,e-4--------URBAN SYSTEMS-----------' 002494 APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Site Code: CARLSBAD N·S Street: OCEAN STREET E·II Street: CHRISTIANSEN IIAY : URBAN SYSTEMS Movements by: VEHICLES PEAK PERICO ANALYSIS FOR THE PERICO: 4:00 PM· 6:00 PM DIRECTION START FROM PEAK HOUR North East South \lest North East South \lest 4:00 PM 5:00 PH 4:45 PH 4:45 PM 4:45 PH PEAK HR FACTOR 0.75 0.60 0.73 o.oo 0.75 0.50 0.73 0.00 0 L CHRISTIANSEN WAY 0 7 0 0 0 J ........ VOLUMES ....... . Right Thru Left Total 0 25 2 27 3 0 9 12 8 30 0 38 0 0 0 0 Entire Intersection 0 20 1 21 3 0 7 10 8 30 0 38 0 0 0 0 20 1 21 _J i 38 7 0 30 OCEAN STREET i 10 L . ... PERCENTS ... Right Thru Left 0 25 21 0 0 30 21 0 3 0 7 93 0 79 0 95 0 79 0 N 7 75 0 0 5 70 0 0 W--1-E s CHRISTIANSEN 8 PAGE 23 OF 33 PAGE: FILE: H9410107 DATE: 10/26/94 CARLSBAD BY THE SEA '12-19-4--------URBAN SYSTEMS---------__,, 002494 APPENDIX A PAGE 24 OF 33 TURNING MOVEMENTS by Traffic Counts, Inc Site Code : CARLSBAD PAGE: N·S Street: OCEAN STREET FILE: H9410106 E-11 Street: BEECH AVE. Client : URBAN SYSTEMS Movements by: VEHICLES DATE: 10/27/94 ---------------------------------------------------------------------------------------------------------------------------------- Time From North From East From South From I/est Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total ----------------------------------------------------------------------------------------------------------------------------------7:00 AM 0 2 0 0 0 2 0 0 0 0 0 5 7:15 0 1 3 0 0 3 0 1 0 0 0 0 8 7:30 0 2 0 0 0 0 0 0 0 0 0 0 2 7:45 0 0 1 0 0 0 1 2 0 0 0 0 4 HR TOTAL 0 5 4 0 0 4 3 3 0 0 0 0 19 8:00 AM 0 3 0 1 0 0 0 0 0 7 8:15 0 2 0 3 3 0 0 0 0 11 8:30 0 4 0 3 0 1 0 0 0 0 0 0 8 8:45 0 3 1 1 0 0 2 4 0 0 0 0 11 HR TOTAL 0 12 3 6 0 5 4 7 0 0 0 0 37 ------------------------------------------------------------Break ------------------------------------------------------------ 4:00 PH 0 0 2 0 3 2 0 0 0 0 9 4:15 0 3 3 1 0 0 1 4 0 0 0 0 12 4:30 0 0 1 2 0 0 2 4 0 0 0 0 9 4:45 0 1 0 0 1 2 1 0 0 0 0 6 HR TOTAL 0 5 4 6 0 2 B 11 0 0 0 0 36 5:00 PM 0 2 2 1 0 3 0 1 0 0 0 0 9 5:15 0 2 0 3 0 4 0 3 0 0 0 0 12 5:30 0 4 0 0 2 2 2 0 0 0 0 11 5:45 0 3 3 0 0 1 2 0 0 0 0 10 HR TOTAL 0 11 4 7 0 9 3 8 0 0 0 0 42 DAY TOTAL 0 33 15 19 0 20 18 29 0 0 0 0 134 CARLSBAD BY THE SEA ",-219-4 --------URBAN SYSTEMS-----------' 002494 Site Code: CARLSBAD N·S Street: OCEAN STREET E·W Street: BEECH AVE. Client : URBAN SYSTEMS APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES PEAK PERIOO ANALYSIS FOR THE PERIOD: 7:00 AM· 9:00 AM DIRECTION FROM North East South West North East South West START PEAK HOUR 8:00 AM 8:00 AM 8:00 AM 8:00 AM 8:00 AM BEECH AVE. PEAK HR FACTOR 0.94 0.69 0.46 0.00 0.94 0.69 0.46 o.oo 0 L __ 07 0 0 0 J ........ VOLUMES ...•.••• Right Thru Left Total 0 12 6 0 4 7 0 0 3 5 0 0 15 11 11 0 Entire Intersection 0 12 3 15 6 0 5 11 4 7 0 11 0 0 0 0 12 15 _J I 11 7 0 7 OCEAN STREET r 11 L 4 . ... PERCENTS ... Right Thru Left 0 55 36 0 0 55 36 0 6 o· 5 80 0 64 0 80 0 64 0 N 20 45 0 0 20 45 0 0 w+E s PAGE 25 OF 33 PAGE: FILE: H9410106 DATE: 10/27/94 CARLSBAD BY THE SEA ~1-210-4---------URBAN SYSTEMS-----------' 002494 Site Code: CARLSBAD N·S Street: OCEAN STREET E·II Street: BEECH AVE. Client : URBAN SYSTEMS APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES PEAK PERIOO ANALYSIS FOR THE PERIOO: 4:00 PH· 6:00 PH DIRECTION START FROM PEAK HOUR North East South \lest North East South \lest 5:00 PH 5:00 PH 4:00 PH 4:00 PH 5:00 PH 0 0 0 PEAK HR FACTOR 0.75 0.57 0.79 0.00 0.75 0.57 0.69 o.oo 0 L 7 0 J ........ VOLUMES ....... . Right Thru Left Total 0 11 4 15 7 0 9 16 a 11 0 19 0 0 0 0 Entire Intersection 0 11 4 15 7 0 9 16 3 a 0 11 0 0 0 0 11. 4 15 _J i 11 7 0 8 OCEAN STREET I 16 L 3 . ... PERCENTS ... Right Thru Left 0 44 42 0 0 44 27 0 7 0 9 73 0 58 0 73 0 73 0 N 27 56 0 0 27 56 0 0 W-f-E s PAGE 26 OF 33 PAGE: FILE: H9410106 DATE: 10/27/94 CARLSBAD BY THE SEA ""'1-219-4--------URBAN SYSTEMS---------_.,,, 002494 APPENDIX A PAGE 27 OF 33 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 ********************************************************************* IDENTIFYING INFORMATION AVERAGE RUNNING SPEED, MAJOR STREET,. 35 PEAK HOUR FACTOR .. ,, .... ,,,., .... ,,,, ,9 AREA POPULATION .. ,, .................. 150000 NAME OF THE EAST/WEST STREET., ....... BEECH AV. NAME OF THE NORTH/SOUTH STREET ... ,.,. CARLSBAD BLVD. NAME OF THE ANALYST .................. SK DATE OF THE ANALYSIS (mm/dd/yy) ...... 12-19-19i4 TIME PERIOD ANALYZED ................. AM PEAK OTHER INFORMATION,, .. EXISTING CONDITIONS INTERSECTION TYPE AND CONTROL INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: S.TOP SIGN CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES LEFT THRU RIGHT EB 5 5 15 WB 5 0 5 NB 30 260 5 NUMBER OF LANES AND LANE USAGE LANES T.ANF. t!RAGF. EB 1 l ,'l'R. WB 1 T ,'l'R. SB 15 310 15 NB 3 SB 3 CARLSBAD BY THE SEA .....,1-2,e-4--------Uli'BAN SYSTEMS-----------' 002494 APPENDIX A PAGE 28 OF 33 ADJUSTMENT FACTORS Page-2 PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS --------------------------------------------------EASTBOUND o.oo 90 20 N WESTBOUND 0.00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND o.oo 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RV'S VEHICLES % MOTORCYCLES -------------------------------------EASTBOUND 0 0 0 WESTBOUND 0 0 • 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST, FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP ---------------------------------------------MINOR RIGHTS EB 5, 70 5.70 o.oo 5,70 WB 5.70 5.70 o.oo 5,70 MAJOR LEFTS SB 5,60 5.60 o.oo 5,60 NB 5,60 5.60 0.00 5,60 MINOR THROUGHS EB 6,80 6.80 o.oo 6,80 WB 6.80 6.80 0.00 6,80 MINOR LEFTS EB 7,30 7.30 o.oo 7,30 WB 7.30 7.30 o.oo 7,30 IDENTIFYING INFORMATION ---------------------------------------------------------------------NAME OF THE EAST/WEST STREET, .... , BEECH AV, NAME OF THE NORTH/SOUTH STREET,,., CARLSBAD BLVD, DATE AND TIME OF THE ANALYSIS ..... 12-19-1994 ; AM PEAK OTHER INFORMATION,,,, EXISTING CONDITIONS CARLSBAD BY THE SEA '1-219-4 ---------URBAN SYS TEMS--------o.-t2-!.e-.,,,9-.,,,...., , APPENDIX A CAPACITY AND LEVEL-OF-SERVICE "'I PAGE 29 OF 33 Page-3 --------------------------------------------------------------------- POTEN-ACTUAL FLOW-TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) C (pcph) C (pcph) C (pcph) C = C -V LOS p M SH R SH ------------------------------------------------ MINOR STREET EB LEFT 6 295 281 > 281 > 275 > C THROUGH 6 339 324 > 507 324 > 476 318 >A B RIGHT 18 931 931 > 931 > 913 > A MINOR STREET WB LEFT 6 284 265 > 265 > 259 > C THROUGH 0 336 321 > 415 321 > 403 321 >A B RIGHT 6 955 955 > 955 > 949 > A MAJOR STREET SB LEFT 18 779 779 779 761 A NB LEFT 37 719 719 719 6.82 A IDENTIFYING INFORMATION ---------------------------------------------------------------------NAME OF THE EAST/WEST STREET ...... BEECH AV. NAME OF THE NORTH/SOUTH STREET .... CARLSBAD BLVD. DATE AND TIME OF THE ANALYSIS ..... 12-19-1994 ; AM PEAK OTHER INFORMATION .... EXISTING CONDITIONS CARLSBAD BY THE SEA "'-...,,, 1 - 219 - 4 ---------URBAN SYSTEMS----------..,~ 0024.94 APPENDIX A PAGE 30 OF 33 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 ********************************************************************* IDENTIFYING INFORMATION AVERAGE RUNNING SPEED, MAJOR STREET .. 35 PEAK HOUR FACTOR,, .................... 9 AREA PO~ULATION, ..................... 150000 NAME OF THE EAST/WEST STREET ........ , BEECH AV. NAME OF THE NORTH/SOUTH STREET ... , ... CARLSBAD NAME OF THE ANALYST ....... , .......... SK DATE OF THE ANALYSIS (mm/dd/yy) ...... 02/14/95 TIME PERIOD ANALYZED ................. PM PEAK OTHER INFORMATION .... EXISTING CONDITIONS INTERSECTION TYPE AND CONTROL INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES EB WB NB SB LEFT 10 0 20 20 THRU 1 0 625 625 RIGHT 10 8 5 10 NUMBER OF LANES AND LANE USAGE BLVD, --------------------------------------------------------------------- LANES EB 1 WB 1 NB 3 CARLSBAD BY THE SEA SB 3 """2-19-5 --------URBAN SYSTEMS---------"' 0024.94 APPENDIX A PAGE 31 OF 33 ADJUSTMENT FACTORS Page-2 -------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS -------------------------------------------------- EASTBOUND 0,00 90 20 N WESTBOUND 0.00 90 20 N NORTHBOUND o.oo 90 20 N SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION % SU TRUCKS % COMBINATION AND RV'S VEHICLES % MOTORCYCLES -------------------------------------EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP ---------------------------------------------MINOR RIGHTS EB 5.70 5.70 0. oo-5.70 WB 5.70 5.70 o.oo 5,70 MAJOR LEFTS SB 5,60 5.60 0,00 5.60 NB 5.60 5,60 o.oo 5.60 MINOR THROUGHS EB 6.80 6.80 0,00 6,80 WB 6,80 6.80 0.00 6.80 MINOR LEFTS EB 7.30 7.30 o.oo 7.30 WB 7.30 7.30 o.oo 7.30 IDENTIFYING INFORMATION NAME OF THE EAST/WEST STREET ...... BEECH AV, NAME OF THE NORTH/SOUTH STREET .... CARLSBAD BLVD. DATE AND TIME OF THE ANALYSIS,, ... 02/14/95 ; PM PEAK OTHER INFORMATION .... EXISTING CONDITIONS CAli'LSBALJ BY THE SEA '2-,9-5 ---------URBAN SYS TEMS-------o.-~-!.?.-'49-_'4_ APPENDIX A PAGE 32 OF 33 CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN-ACTUAL FLOW-TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) C (pcph) C (pcph) C (pcph) C = C -V LOS p M SH R SH ------------------------------------------------ MINOR STREET EB LEFT 12 84 78 > 78 > 66 > E THROUGH 1 106 100 > 140 100 > 114 99 >D E RIGHT 12 817 817 > 817 > 805 > A MINOR STREET WB LEFT 0 83 77 > 77 > 77 > E THROUGH 0 106 99 > 820 99 > 810 99 >A E RIGHT 10 820 820 > 820 > 810 > A MAJOR STREET SB LEFT 24 477 477 477 452 A NB LEFT 24 473 473 473 449 A IDENTIFYING INFORMATION NAME OF THE EAST/WEST STREET ...... BEECH AV. NAME OF THE NORTH/SOUTH STREET .... CARLSBAD BLVD. DATE AND TIME OF THE ANALYSIS ..... 02/14/95 ; PM PEAK OTHER INFORMATION .... EXISTING CONDITIONS CARLSBAD BY THE SEA -2-195---------l/RBAN SYSTEMS---------.,, 002494 ro co .... ~~ ~~ ~~ ~ V) ~ ~~ ~~ ~~ V) ~ ~ ~ ~ ICU Alt. A MOVE CAPACITY L ~ 11v ~1}4 r ~ ~ %oo LO.S._ No mltloatlon js, .Al'/ ~A~ L ~ V, J cJ. < u ICU MOVE /1~/'!_• .5 . , :-- .08 .,..,,.,. .D> .,.. ...... . ~- LO.S. Mitigation ICU Alt. B CAPACITY ICU AM PEAK HOUR f=X\ s. i\N G_ E-ct ~00 AM 8-,4-~4 J~\o(. ,l ,-.~OC:• MOVE LO.S, Mitigation ~ NO SCALE ' ICU Alt. C CAPACITY ICU ~ .-4\\.. '- i "' J ct ,d" ICU Alt. A ICU Alt. B MOVE CAPACITY ICU MOVE CAPACITY L.. ~ "rf ~y '~ ,1.'1-.r '~ ,10 ~ ~~ ~-.,,,. ----:-4l. L.0.S. /)._ No mitigation '>; ~ I ·,-,1 'J LO.S. Mitigation ICU PM PEAK HOUR c:)C\STv-l G S'"-'-PM B-4...P\4 jH-\"-.iMSoc. MOVE LO.S. Mllloatlon ~ HO SCALE ' ICU All. C CAPACITY ICU "O > G'l Ill 0 '11 -----URBAN SYSTEMS----..-------------------12/94 0150A AV·ICU1 I )> ""O ""O m z 0 X )> "U ► Ci) m (,) (,) 0 ,, (,) (,) PAGE 1 OF 3 APPENDIX B SAND AG TRIP GENERATION TABLE CARLSBAD BY THE SEA ~1-219-4 --------URBAN SYSTEMS---------__,. 0024.94 APPENDIX B (NOT SO) BRIEF GUIDE OF VEHICULAR TRAFFIC GENERATION RATES FOR THE SAN DIEGO REGION OCTOBER 1993 PAGE 2 OF 3 San Diego ASSOCIATION OF GOVERNMENTS Su1le BOO, Firs! lnterslale Plaza 401 B Streel San Diego, Cahlornra 92101 (619)595-5300 Fax (619)595-5305 NOTE: ih1s listing only represents a gMidl of average, or estimated, trethc generation •driveway• ra1es end some very general trip data for land uaes (emphasis on acreage and bu1ld1ng 1quare lootage) in the San Diego region. These rates are subIect to change as future documentat1on becomes ava1leble. or es local sources are updated. For more spec1f1c information regarding tr1fhc data and trip rates, please refer to the San Diego Traffic Gam1rators manual-AIWIYli check With Ioctl u,risdicuons for Jh&lr Preferred nr ftPPlicnble rate:; LAND USE TRIP CATEGORIES ESTIMATED WEEKDAY VEHICLE HIGHEST PEAK HOUR % (plu• IN:OUT ratlal IPRIMARY:DIV£RTED:PAS5-8Vr TRIP GENERATION RATE (ORIVEWAYJ l•tw••n 7•1 A.M. l•tw••nWP.M. AGRICULTURE (Open Space) ,. .... {80.18,2} 2/acre .. AIRPORT ........................................................ -·-·· ........ [7 8,20.2} Commercial 12/11cn1. 100/1\ight. 70/1000 sq tt:• 6% (6,41 7% (5,51 Goneral Aviation 6/acre. 3 fhghL 7 /based airer all" •• Heliports 100/acre .. 10% (6 4) 15% (5 5) AUTOMOBILE5 Car Wash Automatic 900/site. 600/acre .. 4% (5,5) 9% (5,5) Sell-serve 100/wash Slall"" 4% (6,5) 8% (5,5) Gasohne .... _,_ -·· ........... ....... (21,51,28} W1Ih/Food Mart 150/veh,cle fuehng space·• 8% (6,5) 8% (6.5) W1Ih/Food Mart & Car We.sh 155/vehicle fuehng space•• 8% (5·5) 9% (5.5) Old Sarv1ce Station Design 750/stetion, 130/vehicle fueling space·· 7% (5 5) 11% (5.51 Sales (Dealer & Repair) 60/1000 sq ft .. 300/acre. GO/service stall"•• 5% (7,3) 8% (4,6) Auto Repair Center 20/1000 sq. h .. 400/acre. 20/serviee stall" 8% (7,3) 11% (4,61 CEMFrERY 5/ecre• CHURCH (or Synagogue} .......... (64,25,11} 9/1000 sq ft. 30/acre .. (quadruple rates for Sunday, or days of assembly) 4% (8.2) 8% (6,5) COMMERCIAlJR£TAIL' Super Regional Shopping Center 40/1000 sq, ft ,c 400/acre• 2% (7,3) 9% (5.5) (More than 60 acres. more than 600,000 sq ft, w/u5ually 3+ m11Jor1tores) Ae~ional Shopping Cen1er ................. _, ----·-__ (54.35 11) 50/1000 sq. ft.,c 500/ecre• 2% (7,3) 9% (6,5) (30-60 acres, 300,000-600,000 sq. ft., w/usually 2+ major stores) Commumty Shopping Center .......... _ ..... ,-........... {47:31 22} 70/1000 sq. It., 700/acre" .. 3% (6,4) 10% (5·5) (10-30 ac,as, 100,000-300,000 sq ft .. • w/usually"1·m11JorT1or1·11nef tSetached restaurant) Neighborhood Shopping Center 120/1000 sq. It .. 1200/acre• .. 4% (6.4) 11% (6,5) (Less th•n 10 acres. less than 100.000 sq ft., w/usually grocery store & drug store) Commercial Shops""'"' [45,40 15} Specialty Retail/Strip Commercial 40/1000 sq ft, 400/acre• 3% (6,4) 9% (6:5) Supermarket 150/1000 sq ft., 2000/acre • •• 4% (7,3) 10% (5.5) Conve~ience Mar.Ket ( 15•16 hours) 600/1000 sq. ft:• 8% (5,5) 8% (5:6) (24 hours) 700/1000 sq. h."' 9% (5,6) 7% (6 5) Discount Club 80/1000 sq ft.. 800/eere .. 1% (8·2) 9% (6.5) Store 70/1000 sq. ft., 600/acre .. 2% (6,41 10% (5,6) Furniture Store 6/1000 sq It.. 100/acre .. 4% (7.3) 9" (6:5) Lumber Store 30/1000 aq ft .. 150/acre0 • 7% (6.4) 9% (6·5) Hardware/Paint Store 60/1000 sq. ft., 600/acre·· 2% (6·4) 9% (5:5) Garden Nursery 40/1000 sq. ft., 90/acre•• 3% (6,4) 1011 (6.5) EDUCATION University (4 years) ............... ,_, .. .,_, .... ····-··""'"""-"'" (91:9.0) 2.5/student. 100 acre· 10% (9·1) 9% (3.7) Junior Collage (2 years) .... , ... _ ...... , .. ,_ .. , ................ (92 7:1] 1 6/student. 80/acre• 12% (9 1) 8% (3,7) High School-·--........ ... ,.,,,_,. (75,19 SJ 1.4/student. 11/1000 sq ft. 50/acre• •• 20% (8 2) 14 .. (3,71 Middle/Junior High ................... ,_ ........ __ ,_,. .. , ..... {63·25:12] 1 0/student 40/ac,e .. 24% (7,3) 711 (3,7) Elementary ... ,_,. .......................... '"""" ,_., ......... [57:25 10} 1 4/student. 14/1000 sq fl., 60/acre•• 26% (6.4) 5% (3.7) Day Care [28,58,14} 5/ch1ld. 80/1000 sq ft•• 19% (5,5) 18% (5.5) FINANCIAL1 ...... .............. . ...................................... . [35.42.23} Bank (Walk•ln Only) 150/1000 sq ft .. 1000/acre· •• 4% (7,3) 6% (4.6) Wnh Orrve-Through 200/1000 sq ft .. 1500/acre" 5% (6c4) 10'11 (5-5) Drive-Through Onlv 250 (125 one-way)/lane• 3% (5·51 13" (5 5) Savings & Loan 60/1000 sq, It .. 600/acre .. 2% 9" Drive-Through Only 100 (50 ontt-Way)/lane•• 4% 16% HOSPITAL __ , ........................... (73,25,2} General 20/bed, 20/1000 sq fl .. 300/acre• 9% (7:3) 10% (3 7) ConvalascenVNursing 3/b,d"" 7% (6,4) 7% (4,6) INDUSTRIAL lndusuial/Business Park (cornmerci1l lnclud•dl __ (79,19.2} 16/1000 1q It. 200/acre• 12% (8,21 12" (2.8) Industrial Park {no commerc:11I) 8/1000 sq It. 90/acre· 11 .. (9 1) 12% (2,81 Industrial Plant (mul11ple sh1!1s} -·-~· .. ·-_____ ... (92,5,3} 10/1000 sq. ft., 120/acre' 14% (Bc2) 15% (3 71 Manufacturing/Assembly 4/1000 sq. ft. 50/acre·• 20 .. (9,1) 20% (2·8) Warehousing 5/1000 sq h, 60/acre .. 15% (7.3) 16% (4·6) Storage 2/1000 sq ft, 0 2/vaull. 30/acre" 6% (5,51 9% (551 Science Research & Development 8/1000 sq. It .. 80/acre• 16% (9,1) 14" (1·91 (OVER) MEMBER AGENCIES: Cll1es of Carlsbad, Chula Vasta, Coronado, Del Mar, El Cajon, Encmllas. Escondido, lmpenal Beach, la Mesa. Lemon Grove. Nahonal City, Oceanside, Poway, San Otego, San Marcos, Santee, Solana Beach, Vista and County of San O,ego. ADVISORY/LIAISON MEMBERS California Department ol Transportahon, U.S. Oepartmenl ol Oelense. S 0. Un1!1ed Port D1str1CI and T11uanaf8aIa California SOURCE TRIP LENGTH IMIIH)' 10.8 12.6 28 6.1 52 36 4.3 8.9 90 4.8 50 3.4 3.7 34 8.3 90 11 7 SAND AG TRIP GENERATION MANUAL, 10/93 CARLSBAD BY THE SEA """"',2-19-4 --------URBAN SYSTEMS---------__, 0024.94 LAND USE TRIP CATEGORIES lPRIMARY:DIVERTED:PASS-BY:r LIBRARY _____ ...................................... (4 ... 4:12] LODGING ................................................ ____ .. [68.38.4} Hotel (w/convenuon laclh11111/1esl1ur1nt) Motel Resort Hotel OFFICE Standard Commercu1! Office ........ ____ ..... {77:19·4) (less than 100,000 sq. II.I large (High-Rise) Commercial Office ......................... _ [82:15:3) (more than 100.000 1q. ft.. 6+ stones) Corporate OU.ce (single tenant) Government ICiYIC Center),.,_,_, __ ,_ .. _ ....................... [50.34.16] Post Olfice Central/Walk-In Only Community tno1 mcludmg m111 drop lane} (w/m11i drop lane) Meil Drop Lane only Department of Moto1 Vehrcles Med1cal_"N--• -------........ " ....... 160.30:10} PARKS ................................. ·······-·· .... -······· ............... [66.28.6] City (developed) Regional !developed) Neighborhood/Regional {undevtiloped) Amusement (Them11) San Diego Zoo Sea World RECREATION Beach, Ocean or Bay .... , ..... , .... •N-, ............................... ,.152,39.9} Beach, Lake !fresh water) Bowling Center Campground Goll Courn Marm111 Racquetb■II/Health Club Tennis Courts Sports Faciht1es Outdoor Stadium Indoor Arena Rac111rack Theet1rs (mulliplex) ." .... _____ .......... ____ [66:17·17} RESIDENTIAL.-···········•····•···••···-·--·• ··••···•-•••··•··· ........ [86:11:3] Single Family Deteched (average 4 DU/acre) Condom1mum (or any mulli-family less than 20 OU/acre) Apartments (or any mulli-family units more than 20 DU/acre) Mob1l1Home Family Adults Only Ret11ement Commun1ty Rural Estate Congregate Call Facility RESTAURANT'·--········•··•····•-··-·-·······················[51.37:12] Ouahty Sit-down, high turnover Fast Food (w/dtive-through) DelicatesSln (7am4pm) TRANSPORTATION Bus Depot Truck Terminal Walerport Transit Station {Rall) Park & Ride Lots • Pr1m•rv source: S■n D,.go T1af/1c G1m111■1on. APPENDIX B ESTIMATED WEEKDAY VEHICLE TRIP GENERATION RATE (DRIVEWAY) 50/1000 sq ft. 400/acre•· 10/room, 300/ocre 9/room. 200/ecre· 8/room, 100/llcre• 2.5 m1htary & c1v1l1an personnel" 20/ 1000 sq It ,0 300/ecre• 17/1000 sq lt.,0 600/acre• 10/1000 sq fl .. 150/acre' -30/1000 sq ft•• 90/1000 sq fl·· 200/1000 sq ft. 1300/acre• 300/1000 SQ fl. 2000/ocre" 1500 (750 one·wey)/ltme• 180/1000 sq. ft. 900/acre•• 50/1000 sq. It .. 500/acre• 50/ecre• 20/acre• 5/acre• BO/acre, 130/acre {summer only}'" 115/acre• BO/acre• 600/1000 ft shoreline, 60/acre" 50/1000 ft shorehne, 5/acre• 30/lane. 300/acre .. 4/campsite·· 8/acre, 40/hole, 600/course•• 4/berth. 20/acre• •• 40/1000 SQ ft., 300/ecre. 40/coun· 16/ecre, 30/court"" 50/acre, 0 2/seat* 30/acre. 0 1/seat• 40/acre. 0.6 seat" 80/ 1000 SQ ft .. 1.8/seal" 10/dwelhng unit• 8/dwelhng unit" 6/dw11lhng unit" 5/dwelhng unit. 40/acre• 3/dwelhng umt. 20/acre' 4/dw11lhng uml"" 12/dweJJmg umt .. 2/dwelhng unit"" 100/1000 sq ft., 3/seet. 600/acr11· •• 250/1000 sq ft. 7/seat, 1200/ecre" •· 700/1000 sq ft. 22/seat, 3000/acre• •• 150/ 1000 sq ft~ 11 /seat"" 25/1000 sq, ft .. 10/1000 sq fl .. 7/bay, BO/acre"' 170/berth, 12/acre .. 300/acre•• 400/acre (600/peved acre}' HIGHEST PEAK HOUR ,r. (plua IN:OUT ratio) 2% (8.2} 10% (5·5} 6% (6 4) 89' 16 4) 8% (4 6} 99' (6 4} 5% (6.4) 7% (4:51 9% (9 1) 10% (2-8) 14% (9·1} 13% (2 8) 13% (9:1) 14% (2 81 15% [9.11 15% [1:91 9% (9:1) 129' (3.71 5% 79' 8% (6 4) 99' (5 5} 79' (5 5) 10% 15.5} 7% (5 5) 12% 15 5} 6% (64} 11% (4 6) 6% (8 2) 10% (3:7) 4% 89' 6'1, (6·4) 119' (4:8) 7% (7:3) 11% (4:6) 4% 8% 6" (8.2) 9% (3:7) 3% (3:7} 7% (6.41 4% (6:41 9% (6·4} 5% 11% (5-5) 03% 89' (7:3) 8% (2·8) 10% (7:3) 8% (2'81 10% (7.3} 8% (2:81 9% . (7:3) 9% (3 7} 12% (6 4} 9% (3·7} 10% (6:4} 3% [8:41 8% (5:5} 1% 16·4) 8% (7.31 8% (5 5} 6% (64) 4% (6 4) 8% (5 5) 9% (6.41 04% 9% (4:61 8% 15·5) 14% (7.31 16% (3 7) 14% (7:3} 15% (3·7) "' Olher sources ITE Tr,p G11nflr■l1on R11patt. Trip G11nereuoo fla1es (other agenc,es end pub1cc■hons) va11ouJ SANDAG & CAL TAANS s1ud11,, re pons and Hllm•IH PAGE 3 OF 3 TRIP LENGTH (Mll■-}l 39 76 11.2 8.8 10.0 6.0 6.4 64 6.3 6.1 7.9 4.7 • Trip calego,y p11rcen1•g1 rauo, ar• dally from loc•I household ,urvey1, often cannot be apphed 10 very spec1hc land uses. ind do no1 include non-.e11d1nt drivers (d,afl SANOAG Anafy$1S tJf T11p 0NtJIMOfl. reviHd November. 1990) PRIMARY• one 1rip dnectly between origin •nd primary destination. OIVEFITEO • finked 111p (havinp one or more stops along the w•v 10 a prim•rv de11in11110nl whose d1st11nce comp11ed to d"ec1 d,stance .!: 1 mtle, PASS-BY -und111erted or d,.,1111ed < 1 m,la l Trip langlhs ar• aver•g• we,ghled lo, 111 trips to and lrom general l1nd use 11111 !All Hips 1vs1em•w1de ... ,uage length• 6 9 miles) t F1t11d curn equa11on: LnlT) • 0 756 Lnt11) + 5.25} T 1 1 000 1 ° FIiied curv11 11qua11on, LnlT) • 0 756 Ln(11) + 3,95 • Iola lllpl, 11 • ' sq 1 1 Suggested PASS-BY (und,verled or d,.,rirled <1 mile] percenurg,u tor u,p rate reduc11on1 only during PM pc1tk r,euod lbued cin comb1n811on of local dat11/revu1w •nd Other 10urce1••1 SOURCE COMMERCIAL/RETAIL Regional Shopping C11n1er 20'.lli Commumty • • 30'1i, Neighborhood • 40'.lli Specialty Re1a11/St11p Commercial (ollMr) 10\, Supermerkel 40% Convemence Markel 50% O,.c:ount Club/S10111 30'11. FINANCIAL Bani: .25'11. AUTOMOBILE G11ohn1 St1t100 RESTAURANT Ouahtv S11-clown high turnover hit Food SANDAG TRIP GENERATION MANUAL, 10/93 CARLSBAD BY THE SEA '1-219-4---------LIRBAN SYS TEMS-------a-~-~-'4B_'4__, APPENDIX C PROJECT PLUS EXISTING CONDITIONS LEVEL OF SERVICE WORKSHEETS CARLSBAD BY THE SEA PAGE 1 OF 8 '1-219-4 --------URBAN SYS TEMS-------a-'OP._'4._'.9_'4_, j;S ..... co "" ~ S) ~~ ~~ V) ~ ~~ t!{~ ~~ ~ ~ ~ f;; Kr ~T, AJt. MOVE !CAPACITY! ICU L LO.S. No mitigation ft- .«:I ~,A~ L.. l~ ~ V, J d < u £°R9A€_C:[ MOVE !CAPACITY Mitigation .I'll!'#• .05 o"I' ,ol }-\ AM PEAK HOUR PRO.)(:' CT-. +-.1=")(1~ TIN~- ~ NO SCALE l ICU Alt. C MOVE !CAPACITY! ICU LO.S. Mlllo•tlon 'K,/ S 77 NC. MOVE !CAPACITY! ICU LO.S. /J. No mitigation J:> PM PEAK HOUR {)Ro..l Gc--T -f 'f:-Xl5T/H'7, ~ NO SCALE l- <-''-"S exrnwt. ICU Alt. C MOVE !CAPACITY! ICU LO.S. /j_ Mitigation J}-Mitigation "O > Gl IT1 0 "Tl ----URBAN SYSTEMS-------------------------' 12/94 G150A AV-ICU! > "U "U m z C, X () 1J )> G) m I\) 0 "T) o; APPENDIX C PAGE 3 OF 8 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 ********************************************************************* IDENTIFYING INFORMATION AVERAGE RUNNING SPEED, MAJOR STREET .. 35 PEAK HOUR FACTOR .............. , ..... , .9 AREA POPULATION., .................... 150000 NAME OF THE EAST/WEST STREET ......... BEECH AV. NAME OF THE NORTH/SOUTH STREET ....... CARLSBAD NAME OF THE ANALYST .................. SK DATE OF THE ANALYSIS (mm/dd/yy) ... , .. 02/14/95 TIME PERIOD ANALYZED .... , .. , ......... PM PEAK OTHER INFORMATION .... PROJECT PLUS EXISTING INTERSECTION TYPE AND CONTROL INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES LEFT THRU RIGHT EB 15 1 15 WB 0 0 8 NB 25 625 5 SB 20 610 15 NUMBER OF LANES AND LANE USAGE LANES LANE USAGE EB 1 LTR WB 1 LTR NB 3 CARLSBAD BY THE SEA SB 3 BLVD. ....... 2-,9-5 ---------URBAN SYS TEMS-------o.-~-~-,,,,o.-,,,,--- APPENDIX C PAGE 4 OF 8 ADJUSTMENT FACTORS Page-2 PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS --------------------------------------------------EASTBOUND 0.00 90 20 N WESTBOUND 0.00 90 20 N NORTHBOUND o.oo 90 20 N SOUTHBOUND 0.00 90 2-0 N VEHICLE COMPOSITION % SU TRUCKS % COMBINATION AND RV'S VEHICLES % MOTORCYCLES -------------------------------------EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP ---------------------------------------------MINOR RIGHTS EB 5.70 5.70 0.00 5.70 WB 5.70 5.70 0. 00· 5.70 MAJOR LEFTS SB 5.60 5,60 o.oo 5,60 NB 5.60 5.60 0.00 5.60 MINOR THROUGHS EB 6.80 6.80 0.00 6,80 WB 6.80 6.80 o.oo 6.80 MINOR LEFTS EB 7.30 7.30 0.00 7.30 WB 7.30 7.30 0. 00· 7. 30- IDENTIFYING INFORMATION NAME OF THE EAST/WEST STREET,,,.,, BEECH AV, NAME OF THE NORTH/SOUTH STREET, ... CARLSBAD BLVD, DATE AND TIME OF THE ANALYSIS,, ... 02/14/95 ; PM PEAK OTHER INFORMATION .... PROJECT PLUS EXISTING CARLSBAD BY THE SEA ~2-19-5 ---------URBAN SYS TEMS-------o.-~-~-'49-_'4__, APPENDIX C PAGE 5 OF 8 CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN-ACTUAL FLOW-TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) C (pcph) C (pcph) C (pcph) C = C -V LOS p M SH R SH ------------------------------------------------ MINOR STREET EB LEFT 18 85 78 > 78 > 60 > E THROUGH 1 108 100 > 141 100 > 103 99 >D E RIGHT 18 820 820 > 820 > 801 > A MINOR STREET WB LEFT 0 83 76 > 76 > 76 > E THROUGH 0 107 100 > 820 100 > 810 100 >A E RIGHT 10 820 820 > 820 > 810 > A MAJOR STREET SB LEFT 24 477 477 477 452 A NB LEFT 31 480 480 480 449 A IDENTIFYING INFORMATION NAME OF THE EAST/WEST STREET,., ... BEECH AV. NAME OF THE NORTH/SOUTH STREET .... CARLSBAD BLVD. DATE AND TIME OF THE ANALYSIS ..... 02/14/95 ; PM PEAK OTHER INFORMATION .... PROJECT PLUS EXISTING CARLSBAD BY THE SEA "2-,9-5 ---------URBAN SYS TEMS--------0 a-!2-_'4._94___,, APPENDIX C PAGE 6 OF 8 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 ********************************************************************* IDENTIFYING INFORMATION AVERAGE RUNNING SPEED, MAJOR STREET,, 35 PEAK HOUR FACTOR,, ..... ,.,........... . 9 AREA POPULATION,,, .. , .... , .. ,., ..... , 150000 NAME OF THE EAST/WEST STREET, ... ,,,., BEECH AV. NAME OF THE NORTH/SOUTH STREET .... ,,, CARLSBAD NAME OF THE ANALYST ......... , .. , ... ,. SK DATE OF THE ANALYSIS (mm/dd/yy) ...... 02/14/95 TIME PERIOD ANALYZED ................. AM PEAK OTHER INFORMATION, ... PROJECT PLUS EXISTING INTERSECTION TYPE AND CONTROL INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES LEFT THRU RIGHT EB 8 5 22 WB 0 5 2 NB 25 261 5 SB 15 312 20 NUMBER OF LANES AND LANE USAGE LANES LANE USAGE EB 1 LTR WB 1 LTR NB 3 CARLSBAD BY THE SEA SB 3 BLVD, '2-105---------URBAN SYS TEMS-------o.-~-'24._'fJ._'4...,,, APPENDIX C PAGE 7 OF 8 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS --------------------------------------------------EASTBOUND o.oo 90 20 N WESTBOUND 0.00 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND 0.00 90 20 N VEHICLE COMPOSITION % SU TRUCKS % COMBINATION AND RV'S VEHICLES % MOTORCYCLES -------------------------------------EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS TABULAR VALUES AD-JUSTED SIGHT DIST, FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP ---------------------------------·------------MINOR RIGHTS EB 5.70 5.70 0.00 5.70 WB 5.70 5.70 o.oo 5.70 MAJOR LEFTS SB 5.60 5,60 0-,00 5.60 NB 5.60 5.60 o.oo 5.60 MINOR THROUGHS EB 6.80 6.80 o.oo 6.80 WB 6.80 6.80 o.oo 6.80 MINOR LEFTS EB 7.30 7,30 o.oo 7.30 WB 7.30 7.30 0.00 7.30 IDENTIFYING INFORMATION NAME OF THE EAST/WEST STREET ...... BEECH AV, NAME OF THE NORTH/SOUTH STREET, ... CARLSBAD BLVD, DATE AND TIME OF THE ANALYSIS,, ... 02/14/95 ; AM PEAK OTHER INFORMATION., .. PROJECT PLUS EXISTING CARLSBAD BY THE SEA ...... 2-195---------URBAN SYSTEMS---------_,,,,, 0024.94 APPENDIX C PAGE 8 OF 8 CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN-ACTUAL FLOW-TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) C (pcph) C (pcph) C (pcph) C = C -V LOS p M SH R SH ------------------------------------------------ MINOR STREET EB LEFT 10 294 279 > 279 > 269 > C THROUGH 6 339 325 > 516 325 > 473 319 >A B RIGHT 27 928 928 > 928 > 901 > A MINOR STREET WB LEFT 0 279 260 > 2·60 > 260 > C THROUGH 6 334 321 > 396 321 > 388 315 >B B RIGHT 2 955 955-> 955 > 953 > A MAJOR STREET SB LEFT 18 778 778 778 760-A NB LEFT 31 712 712 712 681 A IDENTIFYING INFORMATION NAME OF THE EAST/WEST STREET ...... BEECH AV, NAME OF THE NORTH/SOUTH STREET .... CARLSBAD BLVD. DATE AND TIME OF THE ANALYSIS ..... 02/14/95 ; AM PEAK OTHER INFORMATION .... PROJECT PLUS EXISTING CARLSBAD BY THE SEA '2-19-5 ---------URBAN SYS TEMS-------a-tJ.-~-.,,,9-.,,,--' J PAGE 1 OF 3 APPENDIX D EMPLOYMENT AND PARKING TABULATIONS CARLSBAD BY THE SEA """"12-,9-4 --------URBAN SYSTEMS---------..,,, 0024.94 APPENDIX D PAGE 2 OF 3 I I I EMPLOYEE TYPE I NUMBER WORK SHIFT : CURRENT FUTURE CURRENT FUTURE NURSING STAFF 53 25 12 / 7AM-3PM 5 8 / 3PM-11 PM 3 5 / 11PM -7AM . 2 4 / 8AM -4PM 4 MAINTENANCE 4 5 2 /7AM -3PM 2 2 / 9AM -5PM 3 HOUSEKEEPING 9 11 8AM -4PM 11 FOOD SERVICE 40 40 12 / 6AM -3PM 12 11 / 8AM -5PM 11 5 / 4PM -8PM 5 . LAUNDRY 4 5 4 /7AM -3PM 5 .. ADMINISTRATION 21 24 14 / 8AM -4PM 15 . . .. 1 / 3PM ·-11PM 2 -. ... -----.. 1 / 11PM -7AM 2--. ... -· NOTE: While the number of employees total 131 current and 110 future, the number on duty for any given work day is only 89 current and_80 future. We operate 7 days a week, 24 hours a day, which requires a larger staff. Empt~blc.llr/rcv.Ncve~b•r 14, 1,,c SOURCE CALIFORNIA LUTHERAN HOMES CARLSBAD BY THE SEA '1-219-4---------URBAN SYS TEMS-------o.-~-!2--'4.9-_'4__, ... I\) ..... Cl) .... ~ S) ~~ ~~ ~ V) ~ ei1~ ~~ ~~ v5 ~ ~ ~ ~ ~ -i (/) jfio C/l C -i :0 mO zm ~ G> G) ::JJ ~ LOCATION CARLSBAD BOULEVARD -Yl£ST SIDE (BETYttEN GRANO AVE. & CHRISTIANSEN WAY} GRAND A VE. -SCXJTH SIDE {BET'fr£EN CARLSBAD BL VO. & GARFIELD ST.) GRAND AVE. -NORTH SIDE (BETWEEN CARLSBAD BLVD. & OCEAN ST.) GARFIELD STREET -EAST SIDE (f'RONlAGE SOUTH Of' GRAND AVE) OCEAN SlREET -EASl SIDE (BEl'tlr£EN GRAND AVE. & CHRISTIANSEN WAY) OCEAN STREET -Vr£ST SIDE (f'RONlAGE ONLY) CHRISTIANSEN WAY -SOUTH SIDE (BETVr£EN CARLSBAD BL VD. & OCEAN ST.) CHRISTIANSEN WAY -NORTH SIDE (BETWEEN CARLSBAD BL VD. & OCEAN ST.) GARFIELD STREET R.O. W. (BET'M:EN BEECH AVE & CHRISTIANSEN WAY) TOTAL: PUBLIC PARKING TABLE EXISTING PUBLIC PARKING SPACES 8 10 29 5 3 4 12 13 SOURCE OF EXISTING PARKING 1992 VILLAGE MASTER PLAN "1991 PARKING SPACE INVENTORY' 1992 VILLAGE MASTER PLAN °1991 PARKING SPACE INVENTORY- 1992 VILLAGE MASTER PLAN "1991 PARKING SPACE INVENTORY- r!ELO SURVEY FIELD SURVEY FIELD SURVEY 1992 VILLAGE MASTER PLAN "1991 PARKING SPACE INVENTORY' 1992 VILLAGE MASTER PLAN "1991 PARKING SPACE INVENTORY' ,fa' 30 f'IELD SURVEY -UNIMPROVED t:: ~:P~ J:..;;--- 1 i 4 NOTE SEE FIGURES 12 AND 13 FOR PARKING TABl,JLATION PROPOSED PUBLIC PARKING SPACES 8 19 30 5 9 2 0 0 58 131 )> "'O "'O m z 0 X 0 "ti > G) m c., 0 '11 c., , URBAN SYSlEMS TEL:619-560-9734 MQr 08,95 11:41 No.003 P.01 ___________ ............................. ~--- ' _. .,, ,,, ',,•.,., '"'',,\" I '\',."t ' ;,•, 1\1, ,,. ••• •' '• • •r .. ,: • .t •· ••• : CARLSBAD BY THE SEA December 211 1994 PARKING EVALU~JION , ,.,.,11,,.,.,,,1,u,,,,,,.,,,.,.,,.,,. •••••• ,,.,.:;, '• , URBAN SYSTEMS ASSOCIATES, INC. The existing faclllty has off-street parking for sixteen cars at the facility south of Grand Avenue, and on-street parking on Grand Avenue, Garfield Street, Ocean Street, Chrlstansen Way and /30 • Carlsbad Boulevard totalllng approximataly~paces Immediately adjacent to the project site. Figure 12 shows the location of these exlsti~ /;~~a. ( JC& '.;.~, \1.C\ ~-:,;,--~-!I si'l1ff:'.S: The proposed faclllty will provide a total of )-i1" on-street parking spaces, lnoludlng;( spaces within the planned improved right-of ... way of Garfield Street betweu11n Beech Street and Christiansen Way. A total of 238 parking spaces are planned on-site, 232 spaces to be provided within the main structures fronting .on Grand Avenue, and six spaces at the residential ·units west of Ooean Street. Figura 13 shows the location of parking spaces for the planned project. Based on shift-work· employment lnformatlon provided by California Lutheran Home$ (see Appendix D), a maximum of 70 on-site parking spaces would be occupied by employees at any one time. This maximum employee demand Is expected to occur during the 3:00 p,m, shift change, and assumes one person per vehicle occupancy and no transit ridership. These are conservative assumptions, since employee transit ridership Is expected considering that a bus transfer station Is nearby on Grand Avenue. 002<194 25 CAAL8S.Al"T/f 8E ....;U~R.;;..BA;..;..;N.;.....,:;S...;..Y..;..ST.;..;;E;;.;.M:.;.S_~ __ TEL:619-560-9734 Mar 08,95 11:41 No.003 P.02 / Beech Avenue ..... ' ' . . . . . . . . . . . . . . . . . . . . . . . . . Carlsbad Village Drive FIGURE 12 Christiansen Wa EXISTING PARKING SPACES OARLSBAO BY Tl-IE $/:A '---------ORBAN S YSTEMS-------u◄-'02,-,,,,-',9;-~_,,,. 12/IIC U1i1A CPTCw12 26 URBAN SYSTEMS TEL:619-560-9734 Mar 08,95 11:41 No.003 P.03 _,_.;._.___, ...... .,.;....;...;.;;.;.;.--~---- -~--11::.:: ~: ! : :~:.: ~ ---::::. :. :~: .> Q) Q) ~ ti) i C) 0 Beech Avenue lmp-6.)d R-A /-:-;: wlth~ 1 lng fO" ~'f"'M°oar&. ~ Carlsbad Village Drive FIGURE 13 hristiansen Wa Avenue FUTURE PARKIN.G SPACES CARLSBAD BY rHe' SEA '---------VRBAN S YSTEMS------0i-~-!.?,(.--g,1__,, 12/94 27 li11>1~ CISTCM3 URBAN SYSTEMS • CARLSBAD BY THE SEA Decemper 21, 1994 TEL:619-560-9734 Mar 08,95 11:43 No.003 P.04 URBAN SYSTEMS ASSOCIATES, .INC. The remaining 168 spaces would be available for residents, visitors, and parking for special events. This amount should be more than adequate even considering that only approximately one out of four of the residential units would need to have a space provided, It can be concluded from this parking evaluation that currently available on-street parking will be made available, and that additional on-street parking can be provided by Improvements to Garfield Street so that a gain ~street spaces for public parking Is provided. V ;:) ~ ~ Atf ·''0 ,, \Atl>,t l/'91Y,i.O<\ ~ I\ ' It can be further concluded that off-street· par'k1n·g should be adequate at the facility so that employee, resident, and visitor parking can be provided on-site, freeing up the on-street parking e:a~e1. ~r@l}'f'' ,. 'fWi; vi< en Pi w1.uszw _ _ 0024~ 28 CARLH,l"IPT/1•E ~ ~ "' ~~~~ ~ ~ Vl ~ -~~ tit~~ ta ~4 ~ ~ ~ !j ii1 :! I I ~:. ~ PUBLIC PARKING TABLE LOCATION CM1LSBA0 ~VNID -l'EST SU (Btl'WE{N CRMl> A'Y(. ~ QiRISl'lAHSOI WAT} QV.M0 A VE. -SOU Ill. SID( llf ) (BElYIEOl ~ BL~. le~ST.) CRN() A'F-. -HORlH SD( {8(r111!:EN CARI.Sc!AO tr.. W. & octAN Sl.) GMftlD SltlEEf -EASI 'SIOC {m(JNTM:C SOJlk or CR1HJ •VE.) EXISTING PUBLfC PARKlNG SPACES g <- tO~~ 29J~ ~-- :r~/ d. l!l'?Z 'ilU.ACE WAStER ~ "1991 P~ING SPACE ffl/EffTQr."" 1992 'l!U.A<;( MAS1£R !'UM "t991 PAAKING sPAC{ 'ffllENfCJrf 1992 ""1.flCI: MASU PlN< •1991 PARKING SPAO: IHVEHTOlf'('" ml> SlJRY(.Y PRO?OS(O PUBUC PARKING SPACES 8 1~ :JO s -~-. OCENf 'SlR£CT -""" &llC C9i.l (8CiWEIH QIAHO A.'Yt. Ir (HRIS1l!UCSCN llAr) J-: tt , 0a:.t.N SlMIJ -•• HE _. f(JJ)~ 9 Jl[UI~ 2 (FltOKT~ CXY) • CHRIS.llANS(N fl.T -nf1II SIIE (~RE~ Ofll.Sll~ BLVD..~ «:[Ml ST.) OlltlSnAN50t •'t -N[JUM 'SIC[ {9(1'1Eat c~ aw. a: OCENC sr.) c,m-(1.0 SIRCE'' R.0.W. • lBEME• em:,. .A'4: « OtRGnMSEH •f) TOT~L; --l:l? '!S 1!192 \'llACE IUISnll PI.M •199t J)AQICING SPl'C( INW:trr<:lh"' 0 ~ 19'!2 intJ.Aa: Uo\StER JI\NI •1991 PA11KN. SP-a: ffiEMTCltt"' 'l ® t2cJ«.--··--,_pa,wJM,~~~ /.,_ / Jr' "° mD ~1" -~D ikft_ ~ r,,;i&' _d:f -r:1:• ~ ~'l-'if-· / • ~ -'-ii ~~,, \ ) ~, m z 0 x 0 I C A) to :D z (./) -< (/) ~ fTl 3: (/) ~ r11 r O"I I-'- \.0 I U1 O"I 0 I \.0 --J 0-1 ~ 3: OJ ., 0 00 w \.0 Ul I-'- I-'- ~ 0-1 z Cl 0 0 v-1 -u 0 U1 • t TRANSPORTATION ANALYSIS for CARLSBAD BY THE SEA Prepared for CALIFORNIA LUTHERAN HOMES CITY OF CARLSBAD ENGINEERING COUNTER December 21, 1994 URBAN SYSTEMS ASSOCIATES, INC. PLANNING & TRAFFIC ENGINEERING, MARKETING & PROJECT SUPPORT CONSULTANTS TO INDUSTRY AND GOVERNMENT 4540 Kearny Villa Road, Suite 106 San Diego, California 92123-1573 (619) 560-4911 TABLE OF CONTENTS INTRODUCTION ............................................................ 1 EXISTING CONDITIONS EVALUATION ........................................... 4 PROJECT TRIP GENERATION, DISTRIBUTION AND ASSIGNMENT .................... 12 PROJECT PLUS EXISTING CONDITIONS EVALUATION ............................. 18 PARKING EVALUATION ..................................................... 25 CONCLUSIONS AND RECOMMENDATIONS ...................................... 29 002494 CARLBS.RPT/1 SE LIST OF FIGURES FIGURE 1 PROJECT LOCATION ......................................... 2 FIGURE 2 1994 AVERAGE DAILY TRAFFIC (ADT) ............................ 5 FIGURE 3 1994 EXISTING AM PEAK HOUR TRAFFIC ......................... 6 FIGURE 4 1994 EXISTING PM PEAK HOUR TRAFFIC ......................... 7 FIGURE 5 EXISTING TRAFFIC CONTROLS IN THE PROJECT AREA . . . . . . . . . . . . . . 8 FIGURE 6 PROJECT ONLY ADT TRAFFIC AND DIRECTIONAL DISTRIBUTION PERCENTAGES ............................................ 15 FIGURE 7 PROJECT ONLY AM PEAK HOUR TRAFFIC . . . . . . . . . . . . . . . . . . . . . . . 16 FIGURE 8 PROJECT ONLY PM PEAK HOUR TRAFFIC . . . . . . . . . . . . . . . . . . . . . . . 17 FIGURE 9 PROJECT+ EXISTING ADT TRAFFIC (WI CYPRESS AVENUE CLOSURE). 19 FIGURE 10 PROJECT+ EXISTING AM PEAK HOUR TRAFFIC ................... 20 FIGURE 11 PROJECT+ EXISTING PM PEAK HOUR TRAFFIC ................... 21 FIGURE 12 EXISTING PARKING SPACES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26 FIGURE 13 FUTURE PARKING SPACES ................................... 27 002494 ii CARLBS.RPT/1 SE LIST OF TABLES TABLE 1 1994 EXISTING STREET SEGMENT LOS (PEAK HOUR ANALYSIS) . . . . . . . 9 TABLE 2 1994 EXISTING INTERSECTION LOS . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 O TABLE 3 EXISTING TRIP GENERATION ................................. 13 TABLE 4 PROJECT + EXISTING STREET SEGMENT LOS (PEAK HOUR ANALYSIS) 22 TABLE 5 PROJECT+ EXISTING INTERSECTION LOS 0/v/ CYPRESS AVENUE CLOSURE) ................................................ 24 LIST OF APPENDICES APPENDIX A EXISTING CONDITIONS COUNT SUMMARIES AND LOS WORKSHEETS ......................................... 32-64 APPENDIX B SANDAG TRIP GENERATION TABLE . . . . . . . . . . . . . . . . . . . . . . . . . 65-67 APPENDIX C PROJECT+ EXISTING LOS WORKSHEETS . . . . . . . . . . . . . . . . . . . . 68-74 APPENDIX D EMPLOYMENT AND PARKING TABULATIONS . . . . . . . . . . . . . . . . . . 75-77 002494 iii CARLBS.RPT/1 SE CARLSBAD BY THE SEA December 21, 1994 INTRODUCTION URBAN SYSTEMS ASSOCIATES, INC. TRANSPORTATION ANALYSIS FOR CARLSBAD BY THE SEA U rban Systems Associates, Inc., was retained by California Lutheran Homes to determine the possible traffic and parking impacts for their project, Carlsbad by the Sea, in the city of Carlsbad. Figure 1, shows the location of the project with respect to the Carlsbad community. The project replaces the existing Carlsbad by the Sea retirement and care facility of 102 living units and a 59 bed skilled nursing facility with 162 living units, a 33 bed nursing facility, and two visitor dwelling units. This transportation analysis evaluates existing average daily traffic volumes on adjacent streets and peak hour traffic volumes at adjacent intersections. Existing traffic volume counts at nearby locations were obtained and evaluated and compared to project traffic added to existing traffic, to determine the project direct impacts. 002494 1 CARLBS.RPT/1 SE SOURCE BASE MAP FROM AERIAL FOTO-MAP BOOK AUGUST 1986 USED WITH PERMISSION FROM• AERIAL FOTOBANK, INC. vr~IA W/\Y FWY◊ .....-:~k,::"'lo/,P,,~m~0-Eiili'M~~*""i·~··Ei.:.~::·~·~~·• o}<.S:; FIGURE 1 PROJECT LOCATION CARLSBAD BY THE SEA ::::> ' ® NO SCALE I ""'"'12 .... ,e-4 --------URBAN SYSTEMS----------' 002494 2 CARLSBAD BY THE SEA December 21, 1994 URBAN SYSTEMS ASSOCIATES, INC. Parking was also evaluated. Existing on and off street parking tabulations are provided and compared to parking proposed with the project. This report is divided into the following sections: Introduction Existing Conditions Evaluation The Project Trip Generation Distribution and Assignment Project Plus Existing Conditions Evaluation Parking Evaluation Conclusions and Recommendations As a result of this evaluation, it has been determined that the Carlsbad by the Sea Project is expected to have a minimal, non-significant traffic impact to adjacent street segments and intersections. Project impacts to parking are also expected to be insignificant since both on street and off-street parking availability would be increased, and off-street parking should be more than adequate for employees and residents of the project. 002494 3 CARLBS.RPT/1 BE CARLSBAD BY THE SEA December 21, 1994 EXISTING CONDITIONS EVALUATION URBAN SYSTEMS ASSOCIATES, INC. Existing average daily traffic (ADT) volumes for 1994 were obtained from the City of Carlsbad Engineering Department for streets adjacent to the project location. Figure 2 shows the average daily traffic volumes. Morning and afternoon peak hour traffic counts were obtained at adjacent intersections and are shown in Figures 3 and 4. An inventory of existing traffic controls in the area are shown in Figure 5. As shown, adjacent to the project only one intersection currently has a traffic signal control. Other adjacent intersections have stop sign control, or no control. The City of Carlsbad Growth Management Plan Performance Standard for street segments and intersections requires that peak hour levels of service do not exceed Level 11D11 during those times. Table 1 shows existing street segment peak hour levels of service on adjacent streets. As shown all street segments currently operate at level of service 11A11, and therefore no mitigation for existing conditions or street segments is needed. Table 2 shows existing intersection levels of service. As shown, all adjacent intersections currently operate at level of service "A", so that no mitigation is needed for existing conditions. 002494 4 CARLBS.RPT/1 BE 1,260 (Monday) LEGEND 800 (Friday) 1,200 (Friday) ..., Q) Q) ... ..., (Zl i:: ct! Q) 0 0 ... ..., (I) (I) ... ..., (Zl :s ~ ... ct! c., ... 1,400 (Friday) 820 (Friday) . . . . . . . ·.·. ·.· . . .• ·2000 :_:;; _::::<>:::::>:(Saturday·)·-::: . . . . . . . . . XX,XXX • SOURCE• CITY OF CARLSBAD XX,XXX • SOURCE• SANDAG 1994 TRAFFIC FLOW MAP ,. _-.-. • .:-·! • PROJECT AREA 19,300 (Sunday) 17,650 (Sunday) "O ... <tS > (I) -; 0 Beech Avenue Christiansen Wa Grand Avenue : 18,200 ct! ..0 VJ s:: <tS u 13,000 Carlsbad Village Drive Oak Avenue FIGURE 2 1994 AVERAGE DAILY TRAFFIC (ADT) ..., (I) "O II) ... <tS ..., 0 w. ~ ct! i:: 0:: 0 ..., r:... bO w. .5 od ..c:: VJ ct! ~ ;;::: ' ~ NO SCALE I-CARLSBAD BY THE SEA """1-21s-4 --------l/RBAN SYSTEMS---------__, G150A CBTC-2 5 0024.94 10 310 10 '-10 ; i, r~ 5J ' t I' 1 _,. 20 1 15""' 280 15 5 '-s l 10 15 310 15 '-2 ' " ' " '-20 ; i " ..,_o ,rs ..,_15 ,r-5 Beech Avenue 25 5 '-s t I' 3J _, t 5J ~t( i " 12-..& 5-.. ,r-5 10 5 s.... 1 15, 260 _, U) t I' .., .!!: ...... 10 5 s.... ro c., Christiansen W a . . . .. . . ... Grand Avenue ..., Q) Q) s.... ..., Cl) 20 5 '-10 c:: "O a:I ro i " Q) .0 ,,.-15 t) [/) 0 "i: ro u t I' 15 15 Carlsbad Village Drive Oak Avenue FIGURE 3 1994 EXISTING AM PEAK HOUR TRAFFIC ..., Q) Q) ... _, U) c:: 0 ....., bl) c:: :2 [/) (tl ;;::: "O a:I 0 -= (tl ~ r,,. U) 0:0 E-<: ' ~ NO SCALE I· CARLSBAO BY THE SEA """'1-2,-e4---------L/RBAN SYSTEMS-----------" G160A CBTC-3 6 0024.94 ....;, Q) Q) ... ....;, lf.l i:: a:l Q) CJ 0 . . . . ... 10J ~ t f 1 __,.. 20 1 10, 495 . . . . ..... . . . . . . .. . . . . . . . . . . . ....... . . . . . . . . . . . ........ . . . . . .... . . . . . . . . . . . . 1 co -0 cO .c VJ -;:: cO (.) Beech Avenue Christiansen W a Grand Avenue Carlsbad Village Drive Oak Avenue FIGURE 4 1994 EXISTING PM PEAK HOUR TRAFFIC ....;, Q) Q) ... ....;, lf.l i:: 0 ....;, 1)1) i:: :.c: VJ a:l ;,:: -0 a:l 0 .:: ·; 0:: r:.. lf.l cd E--< ' ~ NO SCALE I· CARLSBAD BY THE SEA """',-2,e-4---------URBAN SYSTEMS----------, G150A CBTC-4 7 002494 -r -r 1------+------+~-------B .. e11111ec11111h...,.A_,v .. en_u_e __ _ _._ ~ r Q) i... ..., (/J ~ ~ i... -r 1------~ ... ------+~-----...,;;C.;h_,ri .. • s,_ti.an_,s.e.n~W .. a"-----1 ~--1~:::::•:: :-:•::-:· .·.·r . . . . . .. . . . . . . '--. '-'. -r--'-. -1. ~➔~: :_: :_: :_: ... • · .. : • ... : :..,: :..,: :..,1 :_,:I'"':: .. ::_._...,;,,,·..,·..,·..,·..,· -M-i------....iiG .. r.an_d;;..;,A,;,,;v..,en.u;;.e ..... ,._--iio ...L ..., Q) Q) i... ..., r:n i:: (0 Q) 0 0 ~ -r ...L .. . . . . . . . . . . . . . -0 a:l .D t() i:: a:l u Carlsbad Village Drive ..., Q) Q) i... --.J Oak Avenue tn ·1-,,.;...-------i1-----------------it ...L LEGEND "'T" • STOP SIGN + • EXISTING SIGNAL LOCATION • ·.': • • .. j • PROJECT AREA FIGURE 5 i:: 0 ..., bl) .S ..c: t() a:l ;:'!:: J © NO SCALE I· EXISTING TRAFFIC CONTROLS IN THE PROJECT AREA CARLSBAD BY THE SEA """',-219-4 --------URBAN SYSTEMS---------_, G151A CBTC-5 8 0024.94 TABLE 1 1994 EXISTING STREET SEGMENT LEVELS OF SERVICE (PEAK HOUR ANALYSIS) LOCATION CARLSBAD BOULEY ARD: Carlsbad Village Dr. -Grand Ave. Grand Ave. -Christiansen Wy. Christiansen Wy. -Beech Ave. Beech Ave. -Cypress St. BEECH A VENUE: Ocean St. -Garfield St. Garfield St. -Carlsbad Blvd. CHRISTIANSEN WAY: Ocean St. -Garfield St. Garfield St. -Carlsbad Blvd. GRAND AVENUE Ocean St. -Garfield St. Garfield St. -Carlsbad Blvd. CLASSIFICATION 4SA 4SA 4SA 4SA 2L 2L 2L 2L 2SA 2SA (C) CAPACITY PER LANE (VPH) 1500 1500 1500 1500 100 100 100 100 200 200 M PEAK HOUR VOLUME PEAK HOUR PER LANE V / C LOS 325 325 260 260 18 30 11 30 35 75 0.22 0.22 0.17 0.17 0.18 0.30 0.11 0.30 0.18 0.38 A A A A A A A A A A :::::::: .. ::::::::::::·::::::::::::::.:::::::::::::::::··:·::·::::·:::::::::::·::::::::::::::::::::::.:::::::::::::::::::··::::::::::.:·:::::::::::·::::·:,:::.::::::::::::::::::::::::::::.::::::::::::::::::::.::::::::::::::::::::·,::::::. OCEAN STREET Carlsbad Village Dr. -Grand Ave. 2L 100 45 0.45 A Grand Ave. -Christiansen Wy. 2L 100 35 0.35 A Christiansen Wy. -Beech Ave. 2L 100 35 0.35 A Beech Ave. -Cypress Ave. 2L 100 20 0.20 A ···········································: •• ••••••••••••••••••••••••• ::·········•··•:. ::::··· ....... ""? ............... :.······ ........................... =-·········· ···•·············· .• : .......................... ::" ................... ···•·• ARTERIAL CLASSIFICATION 4 SA = 4 Lane Secondary Arterial 2 SA = 2 Lane Secondary Arterial 2 L = 2 Lane Local LOS: A 0.00-0.60 B 0.61 -0.70 C 0.71 -0.80 D 0.81 -0.90 E 0.91 -1.00 F 1.01 - CARLSBAD BY THE SEA """'1-219-4---------URBAN SYSTEMS-----------" 0024.94 QPWIN CBTC-1.WB1 TAB A 9 TABLE 2 1994 EXISTING INTERSECTION LEVELS OF SERVICE LEVEL OF SERVICE LOCATION TYPE OF CONTROL AM PM CARLSBAD BOULEVARD/ BEECH AVENUE East and West Stops A A CARLSBAD BOULEVARD/ CHRISTIANSEN WAY East and West Stops A A CARLSBAD BOULEVARD/ GRAND AVENUE Signal A A GRAND AVENUE/OCEAN STREET All-Way Stops A A CHRISTIANSEN WAY/ OCEAN STREET North and South Stops A A BEECH AVENUE/ OCEAN STREET North and South Stops A A CARLSBAD BY THE SEA """'1-2,e-4--------URBAN SYSTEMS---------__,, QPWIN CBTC-1.WB1 TAB C 10 002494 CARLSBAD BY THE SEA December 21, 1994 URBAN SYSTEMS ASSOCIATES, INC. The level of service at Carlsbad Boulevard/Grand Avenue was evaluated using the standard intersection capacity utilization (ICU) method, while stop sign controlled intersections were evaluated using parameters or procedures contained in the 1985 Highway Capacity Manual, Chapter 1 O, Unsignalized Intersections, and by observed operations at these locations by a registered traffic engineer. Intersection peak hour count summaries and level of service worksheets for existing conditions are included in Appendix A. 002494 11 CARLBS.RPT/1 SE CARLSBAD BY THE SEA December 21, 1994 URBAN SYSTEMS ASSOCIATES, INC. PROJECT TRIP GENERATION, DISTRIBUTION AND ASSIGNMENT The current Carlsbad by the Sea facility provides continuing care for retired residents, including 102 living units and 59 bed skilled nursing facility. The existing structure will be replaced with a facility including 162 living units, a 33 bed nursing facility, and two visitor living units. The new facility will also provide off-street parking in contained garages. The vehicle trip generation estimates for the existing and future facilities are shown in Table 3. The trip generation rates used in this table are taken from the San Diego Association of Governments (SANDAG) trip generation rates table, included in Appendix B. As shown, the proposed project is expected to generate 439 average daily vehicle trips, 37 AM peak hour trips and 41 PM peak hour trips. The project is expected to generate only 58 more daily trips, six more AM. peak hour, and eight more P.M. peak hour trips than the current facility. The low trip generation expectation is reasonable for this project since although the number of living units will be increased, the number of skilled nursing beds will decrease. The skilled nursing beds require more personnel per unit than living units so that the number of employees is fewer with the proposed project than are currently employed. California Lutheran Homes has estimated there will be 11 0 future employees compared to the current 131 employees, in 002494 12 CARLBS.RPT/1 SE TABLE 3 EXISTING TRIP GENERATION AM PEAK HOUR PM PEAK HOUR TRIP "" IN/OUT "" IN/OUT USE AMOUNT RATE"" ADT" % # SPLIT"" IN OUT % # SPLIT"" IN OUT Living Units 102 LU 2 /UNIT 204 9 18 6 : 4 11 7 10 20 5 : 5-10 10 Skilled Nursing Facility 59 Beds 3 /BED 177 7 12 6 : 4 7 5 7 12 4 : 6 5 7 * = ADT (Average Daily Traffic) ** = SANDAG Trip Generation Table, October 1993 FUTURE TRIP GENERATION AM PEAK HOUR PM PEAK HOUR TRIP "" IN/OUT ** IN/OUT USE AMOUNT RATE-ADT" % # SPLIT"" IN OUT % # SPLIT-IN OUT Living Units 162 LU 2 /UNIT 324 9 29 6 : 4 17 12 10 32 5 : 5 16 16 Skilled Nursing Facility 33 Beds 3 /BED 99 7 7 6 : 4 4 3 7 7 4 : 6 3 4 Visitor Units 2 DU 8 /UNIT 16 8 1 2 : 8 1 1 10 2 7 : 3 1 1 * = ADT (Average Daily Traffic) ** = SANDAG Trip Generation Table, October 1993 CARLSBAD BY THE SEA """"12-,9-4 --------URBAN SYSTEMS----------002494 QPWIN CBTHC.WB1 TAB B 13 CARLSBAD BY THE SEA December 21, 1994 URBAN SYSTEMS ASSOCIATES, INC. operation seven days a week, and twenty four hours per day. The residents of the facility would be allowed to own and park vehicles. However, there are currently few resident owned vehicles contributing to overall traffic and this pattern of low vehicle operation by residents is expected to continue at the new facility. The project only average daily traffic is shown as distributed to the adjacent street system in Figure 6. The directional distribution percentages were derived from the P.M. peak hour turning movements into and out of the westerly leg of the Carlsbad Boulevard intersection at Grand Avenue and Christiansen Way. Figures 7 and 8 show the AM. and P.M. peak hour project only trip distribution and assignment to the adjacent street system. It should be noted that the project only trip assignment includes all of the project trip generation and is not reduced to take credit for the current project traffic. The Cypress Avenue street vacation through the Carlsbad Army -Navy Academy is also shown in these figures, and a diversion of traffic from Cypress Avenue to Beech Street, assuming fifty percent diverted south/fifty percent diverted north, has been included in subsequent daily and peak hour traffic evaluations in this report. 002494 14 CARLBS.RPT/1 BE ..... ..L ..., Q) Q) i:... ..., rn s:: ~ Q) 0 0 ~ ..... ..L -d ~ 259 59% -0 ro .0 rn 13 3% S: 132 ro u 30% Grand Avenue Carlsbad Village Drive ..., Q) Q) i:... --..I Oak Avenue rn ..... --------~----------------------1 ..L LEGEND -r • STOP SIGN * • EXISTING SIGNAL LOCATION J·.··.• .• •. ···I • PROJECT AREA XXX • AVERAGE DAIL y TRAFFIC XX% • DIRECTIONAL DISTRIBUTION PERCENTAGES FIGURE 6 s:: 0 ..., 1:,,0 .S ..i:: I'll ro ;;:: PROJECT ONLY A VERA GE DAILY TRAFFIC (ADT) AND DIRECTIONAL DISTRIBUTION PERCENT AGES ' ® NO SCALE I CARLSBAD BY THE SEA '1-210-4--------URBAN SYSTEMS-----------' G151A CBTC-6 15 0024.94 LEGEND Assume Street Vacation) ,, ,, ' ,, ,, ' 6 -I Beech Avenue ,-.,_ _____ ..., ______ ..., ____________ ....,ii.iiii,i __ _ ..., Q) Q) 1-, ..., rn ..L. ..., Q) Q) i... ..., rn I- -+-1 Grand Avenue Carlsbad Village Drive ..., Q) Q) i... ..... .I Oak Avenue ri.i .,., ________ _,_ ______________ .... ..L. i:: 0 ..., bO .5 ..c: rn ro ;;::: ,-• STOP SIGN ♦ • EXISTING SIGNAL LOCATION I:-·. • · •• ·.j • PROJECT AREA FIGURE 7 PROJECT ONLY AM PEAK HOUR TRAFFIC ' ~ NO SCALE I· CARLSBAD BY THE SEA ....., 1 - 219 - 4 --------URBAN SYSTEMS---------...,,,,,, G151A CBTC-7 16 0024.94 LEGEND ~ a:J Q) <:.) 0 ~ -.- ..L ..L -.-• STOP SIGN ♦ • EXISTING SIGNAL LOCATION I: .-·.· .·.-1 . PROJECT AREA Grand Avenue Carlsbad Village Drive FIGURE 8 PROJECT ONLY PM PEAK HOUR TRAFFIC J ~ NO SCALE I CARLSBAD BY THE SEA """1-2,-e4---------URBAN SYSTEMS---------____, 002494 G151A CBTC-8 17 CARLSBAD BY THE SEA December 21, 1994 URBAN SYSTEMS ASSOCIATES, INC. PROJECT PLUS EXISTING CONDITIONS EVALUATION The project only average daily and peak hourly traffic was added to existing conditions traffic volumes. Street segment and intersection levels of service were then calculated ad compared to existing levels of service. Any change in level of service with project traffic added to existing would be an indication of a significant impact. Figure 9 shows project average daily traffic added to existing traffic counts on adjacent street segments. A diversion of fifty percent of Cypress Street traffic is shown to be added to the Beech Street volumes. Figures 10 and 11 show the A.M. and P.M. peak hour traffic added to existing peak hour volumes. As shown in these figures, Christiansen Way is planned to be a project driveway without a provision for through traffic. As planned, motorists destined for St. Michaels• Church fronting on Christiansen Way to the north would be able to have access to a future parking lot on church property, which will be the responsibility of the church to construct. Table 4 shows street segment levels of service with project traffic added to existing traffic. As shown in this table, all segments evaluated are projected at level of service "A" so that no street segment mitigation is needed, and it can be concluded that the project's impact to street segments is insignificant. 002494 18 CARLBS.RPT/1 BE 800 + 425 1,225 19,020 < 425) I t 17,370 1,790 1,200 ..., Q) Q) l-, ..., 1JJ "Cl ~ ..... l-, ro c.:, 2,110 290 . . . .. ~~-~~:---~-: -:-~~-_-:--~~~-:~---~ __ -:::_~~---_-_____ _ .. ·-·· .... . . ..... ······· .................... . ... ..... ... ... . . -: :-: -: :-: -: : __ --:-::-: -2,550--:: :: -;_ ..., Q) Q) l-, ..., rn i:: '° Q) C) 0 "Cl ro .0 !'/l 1: 11:) Beech Avenue Christiansen W a Grand Avenue 18,460 u 13,132 Carlsbad Village Drive Oak Avenue LEGEND XX, XXX • REDISTRIBUTED ADT FROM CYPRESS AVENUE 1--_ .---_ --_ 1 -PROJECT AREA FIGURE 9 ..., Q) Q) l-, ..., Cl) C: 0 ..., tlO C: :.a !'/l ro ;;:: "Cl ro 0 ~ ro 0:: i::... 1JJ ' ~ NO SCALE I- PROJECT PLUS EXISTING AVERAGE DAILY TRAFFIC (ADT) (WITH CYPRESS A VENUE CLOSURE) CARLSBAD BY THE SEA """1-210-4---------URBAN SYSTEMS-----------" G151A CBTC-9 19 00.24.94 ____J 15 25 '-10 '\.. ,r5 25 5 '-2 i \._ ,r10 t f 15 15 20 5 '-10 ! " ,r15 t f 15 15 t f 10 5 ..., Q) Q) i... ..., tf.l i:: ttl Q) (.) 0 •·:• j ) I FIGURE 10 10 310 10 '-10 ; , \.. r~ s-" '\ t f 10_.. 20 1 1s, 2so /.eech Avenue Christiansen Wav Grand Avenue Carlsbad Village Drive Oak Avenue ..., Q) Q) i... ..., en i:: 0 ..., Ql) i:: :a rn al ;;:: J \V NO SCALE I- PROJECT PLUS EXISTING AM PEAK HOUR TRAFFIC CARLSBAD BY THE SEA ..... ,-219-4--------URBAN SYSTEMS---------__, 0024fl4 G151A CBTC-10 20 ..., (1) (1) I-, ..., tr.I i:: co (1) C) 0 ) FIGURE 11 I /Beech Avenue Christiansen Way Grand Avenue Carlsbad Village Drive Oak Avenue ..., (1) (1) I-, ..., tr.I i:: 0 ~ t:,I) i:: :2 !'/l ctl ;!:: • lo ... . . . ,. ,. ' lo lo .. .. . •lo ,lo ,lo .. . .. . . . . . ,. ,. •lo •lo •lo •lo "O 'lo co 0 .=' ''5 ~ r:,,.. tr.I ~ ~ ' ® NO SCALE I· PROJECT PLUS EXISTING PM PEAK HOUR TRAFFIC CARLSBAD BY THE SEA ....,1-219-4---------URBAN SYSTEMS----------' G151A CBTC-11 21 0024/J4 TABLE 4 PROJECT PLUS EXISTING STREET SEGMENT LEVELS OF SERVICE (PEAK HOUR ANALYSIS) M PEAK HOUR (C) CAPACITY PER LANE VOLUME PEAK HOUR LOCATION CARLSBAD BOULEVARD: Carlsbad Village Dr. -Grand Ave. Grand Ave. -Christiansen Wy. Christiansen Wy. -Beech Ave. Beech Ave. -Cypress St. BEECH AVENUE Ocean St. -Garfield St. Garfield St. -Carlsbad Blvd. CHRISTIANSEN WAY: Ocean St. -Garfield St. Garfield St. -Carlsbad Blvd. GRAND AVENUE Ocean St. -Garfield St. Garfield St. -Carlsbad Blvd. OCEAN STREET Carlsbad Village Dr. -Grand Ave. Grand Ave. -Christiansen Wy. Christiansen Wy. -Beech Ave. Beech Ave. -Cypress Ave. ARTERIAL CLASSIFICATION 4 SA = 4 Lane Secondary Arterial 2 SA = 2 Lane Secondary Arterial 2 L = 2 Lane Local CLASSIFICATION (VPH) LOS: 4SA 4SA 4SA 4SA 2L 2L 2L 2L 2SA 2SA 2L 2L 2L 2L A 0.00-0.60 B 0.61 -0.70 C 0.71 -0.80 D 0.81 -0.90 E 0.91 -1.00 F 1.01 - 1500 1500 1500 1500 100 100 100 100 200 200 100 100 100 100 PER LANE V / C LOS 380 335 260 260 25 45 11 30 35 100 45 35 35 40 0.25 0.22 0.17 0.17 0.25 0.45 0.11 0.30 0.18 0.50 0.45 0.35 0.35 0.40 A A A A A A A A A A A A A A CARLSBAD BY THE SEA """12-,9-4--------URBAN SYSTEMS---------_,,, 002494 QPWIN CBTC-1.WB1 TABB 22 CARLSBAD BY THE SEA December 21, 1994 URBAN SYSTEMS ASSOCIATES, INC. Table 5 shows intersection peak hour levels of service with project traffic added to existing traffic volumes for both the AM. and P.M. peak hours. As shown, all intersections were evaluated at level of service 11A11 under existing conditions. With project traffic added to existing volumes no changes in level of service are expected. Therefore, it can be concluded that the project's direct traffic impacts to adjacent intersections is insignificant and no mitigation is needed. Intersection level of service worksheets are included in Appendix C. 002494 23 CARLBS.RPT/1 SE TABLE 5 PROJECT PLUS EXISTING INTERSECTION LEVELS OF SERVICE (WITH CYPRESS A VENUE CLOSURE) LEVEL OF SERVICE EXISTING WITH PROJECT LOCATION TYPE OF CONTROL AM PM AM PM CARLSBAD BOULEVARD/ BEECH AVENUE East and West Stops A A A A CARLSBAD BLVD./ CHRISTIANSEN WAY East and West Stops A A A A CARLSBAD BOULEVARD/ GRAND AVENUE Signal A A A A GRAND AVENUE/ OCEAN STREET All-Way Stops A A A A CHRISTIANSEN WAY/ OCEAN STREET North and South Stops A A A A BEECH AVENUE/ OCEAN STREET North and South Stops A A A A CARLSBAD BY THE SEA ~12-,9-4 --------URBAN SYSTEMS---------__, QPWIN CBTC-1.WB1 TAB D 24 0024.94 CARLSBAD BY THE SEA December 21, 1994 PARKING EVALUATION URBAN SYSTEMS ASSOCIATES, INC. The existing facility has off-street parking for sixteen cars at the facility south of Grand Avenue, and on-street parking on Grand Avenue, Garfield Street, Ocean Street, Christansen Way and Carlsbad Boulevard totalling approximately 84 spaces immediately adjacent to the project site. Figure 12 shows the location of these existing parking spaces. The proposed facility will provide a total of 131 on-street parking spaces, including 58 spaces within the planned· im.proved right-of-way of Garfield Street between Beech Street and Christiansen Way. A total of 238 parking spaces are planned on-site, 232 spaces to be provided within the main structures fronting on Grand Avenue, and six spaces at the residential units west of Ocean Street. Figure 13 shows the location of parking spaces for the planned project. Based on shift-work employment information provided by California Lutheran Homes (see Appendix D), a maximum of 70 on-site parking spaces would be occupied by employees at any one time. This maximum employee demand is expected to occur during the 3:00 p.m. shift change, and assumes one person per vehicle occupancy and no transit ridership. These are conservative assumptions, since employee transit ridership is expected considering that a bus transfer station is nearby on Grand Avenue. 002494 25 CARLBS.RPT/1 SE ~ Q) Q) i-.. ~ (/J t:: ro Q) C.) 0 ....., Q) Q) i-.. ....., (/J -0 ....... Q) ....... ..... s.. ro CJ Beech Avenue Carlsbad Village Drive FIGURE 12 "O co ,.Cl UJ ....... s.. co u Christiansen Wa Grand Avenue J ® NO SCALE I EXISTING PARKING SPACES CARLSBAO BY THE SEA """'1-2,e-4--------URBAN SYSTEMS-----------" 002494 G151A CBTC-12 26 ....) Q) Q.) $... ....) (/) c:: ro Q.) c.> 0 ....) Q) Q) ~ ....) (/) "d ....-< Q) ....... ..... $... a:l CJ Beech Avenue lmpropved R-O-W /---with parking for 58 cars. Christiansen Wa Carlsbad Village Drive FIGURE 13 'O 2: co "d ro .0 rn -$... ro u FUTURE PARKING SPACES ' -~ NO SCALE I CARLSBAD BY THE SEA """"12-,a-4--------llRBAN SYSTEMS-----------' G161A CBTC-13 27 0024.94 CARLSBAD BY THE SEA December 21, 1994 URBAN SYSTEMS ASSOC/A TES, INC. The remaining 168 spaces would be available for residents, visitors, and parking for special events. This amount should be more than adequate even considering that only approximately one out of four of the residential units would need to have a space provided. It can be concluded from this parking evaluation that currently available on-street parking will be made available, and that additional on-street parking can be provided by improvements to Garfield Street so that a gain of 47 on-street spaces for public parking is provided. It can be further concluded that off-street parking should be adequate at the facility so that employee, resident, and visitor parking can be provided on-site, freeing up the on-street parking of 131 spaces. 002494 28 CARLBS.RPT/1 SE CARLSBAD BY THE SEA December 21, 1994 CONCLUSIONS AND RECOMMENDATIONS URBAN SYSTEMS ASSOCIATES, INC. This traffic and parking study was initiated to determine the possible direct traffic and parking impacts of the proposed Carlsbad by the Sea project. The project consists of replacing the existing facilities containing 102 living units and a 59 bed skilled nursing unit with 162 living units, a 37 bed nursing unit, and two visitor dwelling units. . . . This evaluation included street segment and intersection peak hour level of service determination for existing traffic conditions, and with project traffic added to existing conditions. The conclusions of this report are provided below. Existing Conditions Street segment average daily traffic volume counts were obtained and evaluated for Carlsbad Boulevard, Ocean Street, Grand Avenue, Christiansen Way, and Beech Streets adjacent to the project site. Street segment peak hour levels of service were calculated and all street segments evaluated were at level of service "A". Since the City of Carlsbad Performance Standard for street segments and intersections is at level of service "D" during peak hours, it can be concluded that no mitigation is required for existing conditions before the project is built. Intersection levels of service were calculated or observed for existing conditions at adjacent intersections as listed below: 002494 29 CARLBS.RPT/1 BE CARLSBAD BY THE SEA December 21, 1994 Carlsbad Boulevard/Grand Avenue Carlsbad Boulevard/Christiansen Way Carlsbad Boulevard/Beech Street Ocean Street/Grand Avenue Ocean Street/Christiansen Way Ocean Street/Beech Street URBAN SYSTEMS ASSOC/A TES, INC. All locations were determined to operate at level of service 11A 11 for both A.M. and P.M. peak liours. Therefore, it can be concluded that no intersection mitigation is needed prior to project construction in order to meet the City's Level of Service Performance Standard. Project Plus Existing Conditions The project is expected to generate 439 average daily vehicle trips, 37 A.M. peak and 41 P.M. peak hour trips. This trip generation is only 58 daily, six A.M., and eight P.M. peak hour trips more than the current facility. Project only trips were added to existing street segment volumes, including a diversion of traffic from the proposed closing of Cypress Avenue at the request of the Carlsbad Army -Navy Academy to the north. With project traffic added to existing daily and peak hour volumes, levels of service were unchanged from existing levels of service at "A" for street segments and intersections. 002494 30 CARLBS.RPT/1 SE CARLSBAD BY THE SEA December 21, 1994 URBAN SYSTEMS ASSOCIATES, INC. Therefore, it can be concluded that the project will have a non-significant traffic impact to adjacent street segments and intersections and no direct project mitigation is needed. Parking A parking tabulation of existing on and off-street spaces near and at the existing facility shows a total of sixteen on-site and 84 parking spaces on-street are currently available. A comparison to the planned parking spaces indicate that an additional 47 spaces will be provided on-street, including 58 spaces planned within the right-of-way of Garfield Street between Beech Street and Christiansen Way. In addition, a total of 238 spaces are planned on-site. An employee shift work tabulation indicates that on-site parking should be more than adequate for employees, residents, and visitors so that all on-street spaces, totalling 131 spaces, will be available for public parking not related to the Carlsbad by the Sea project. Therefore, it can be concluded that the project will have no significant impact to available on street parking, and on-site parking is expected to be more than adequate for project parking demand. 002494 31 CARLBS.RPT/1 SE PAGE 1 OF 33 APPENDIX A EXISTING CONDITIONS COUNT SUMMARIES AND LEVEL OF SERVICE WORKSHEETS CARLSBAD BY THE SEA ,1-219-4 --------URBAN SYS TEMS-------a-'02-_'4._9-_'4_,, APPENDIX A PAGE 2 OF 33 STUDY AREA ~1 ~liili:~~l~ 8 ~s JU!\i--1~-~-jftlf ... -)--~-~~~~:-~-nt,~··);u1 LEGEND: • • STUDY INTERSECTION CYPRES· AVENUE VAC ION -• 24 HOUR COUNT LOCATION ---• ARMY /NAVY ACADEMY ~ BOUNDARY TRAFFIC STUDY Carlsbad, Calif ornla \0~~ (~) t:itU' ~ EXHIBIT B 1-----iRobert Kahn, John Kain~ &: Associates, Inc. CARLSBAD BY THE SEA """"'12-,e-4 --------URBAN SYSTEMS-----------' 0024.94 ~ .... (0 "" I JHK & Associates Turning Movement Count Analysis Pagel of3 City: Carlsbad Intersection of : N/S Street : Carlsbad Boulevard File : CBV9404.XLS E/W Street : Grand Avenue Dot~ Collected by T.M. & M.C. Count Dale: Day : Thursday Traffic Control : Slgnalzed 8/4/94 Weather: Clear South ADe:oach (NB) North Approach (SB) West ADe:oach (EB) East Approach (WB) 15min Total End of 15 min.prd. Leff U-Trn Thru Right Peds Leff U-Trn Thru Righi Peds Lett U-Trn Thru Right Pads Leff U-Trn Thru Right Pads Vehicles Pads 6:15AM 0 0 14 4 0 0 0 44 I 0 0 0 0 l 2 8 l 4 4 0 81 2 6:30AM 0 0 16 6 I 0 0 29 3 0 0 0 l I 2 12 0 2 3 0 73 3 6:45AM I 0 28 9 0 I 0 51 2 0 I 0 I I 0 13 0 4 5 0 117 0 ~~ 7:00AM 2 I 37 9 2 I 0 52 4 3 1 0 I I 2 21 0 7 3 0 140 7 7:15AM 0 2 29 7 4 4 0 68 3 2 2 0 3 1 2 23 0 2 ·4 2 148 10 7:30AM 0 0 55 18 1 3 0 88 1 0 l 0 5 1 0 24 0 5 5 3 206 4 ~~ 7:45AM I 0 61 20 0 5 0 132 7 I 2 0 3 0 8 30 0 3 8 4 272 13 8:00AM I 0 42 II I 5 0 67 8 1 0 0 3 0 3 13 0 3 6 3 159 8 )> ~~ 8:15AM . 4 0 78 23 0 5 0 81 3 1 I 0 1 I 2 25 0 2 9 5 233 8 "'CJ 8:30AM . 2 I 50 24 0 5 0 70 5 1 I 0 I I 0 30 0 1 6 5 197 6 "'CJ V) ~ 8:45AM . 4 2 64 22 0 10 0 72 I 6 3 0 6 2 0 30 0 6 4 6 226 12 m 9:00AM . I I 80 28 0 9 I 49 3 0 I 0 6 I I 28 I 3 7 0 219 I z ~~ 0 Max.15min. 4 2 80 28 4 10 I 132 8 6 3 0 6 2 8 30 1 7 9 6 272 13 X Pk. Hr. Vat. 11 4 272 97 0 29 1 272 12 8 6 0 14 5 3 113 1 12 26 16 875 27 ~~ 8:00AM Peak Intersection Traffic in Pk. Hr. • 875 Peck Hr. Factor 0.80 )> t!i~ 9:00AM Hour Intersection Pdslrns in Pk. Hr. -27 ~~ 3:45 PM 1 2 120 21 2 II 0 99 2 8 2 0 4 6 4 35 0 8 14 9 325 23 4:00PM 2 5 139 44 2 18 0 90 6 5 7 0 6 4 4 37 0 29 11 2 398 13 4:15PM 3 2 132 32 5 16 0 129 6 5 2 0 6 6 6 47 0 14 27 10 422 26 4:30PM 4 2 137 30 3 13 1 89 2 10 3 0 8 5 I 41 0 15 13 5 363 19 4:45PM 6 5 131 33 2 6 0 111 3 3 6 0 8 3 10 41 1 8 17 3 379 18 5:00PM '2 4 123 26 I 15 0 119 10 7 4 0 16 5 4 42 2 ·10 17 7 395 19 5:15PM . 3 7 131 28 14 11 2 128 8 17 5 0 10 3 0 41 0 5 18 10 400 41 5:30PM . 4· 2 168 43 6 12 0 144 3 4 8 0 4 6 6 45 0 10 13 4 462 20 5:45PM . 2 2 139 29 I 5 1 101 3 7 6 0 19 5 10 31 1 9 17 6 370 24 6:00PM . 3 1 126 28 4 9 0 191 5 2 0 0 4 I 0 37 0 7 17 8 429 14 6:15PM 5 4 116 31 6 7 0 45 5 13 3 0 6 6 11 23 0 4 16 3 271 33 6:30PM 3 4 94 30 3 5 1 69 I 0 6 0 6 2 I 33 0 2 15 ·I 27-1 5 Max.15min. 6 7 168 44 14 18 2 191 10 17 8 0 19 6 II 47 2 29 27 10 462 41 Pk. Hr. Vat. 12 12 564 128 25 37 3 564 19 30 19 0 37 15 16 154 1 31 65 28 1661 99 5:00PM Peak Intersection Traffic in Pk. Hr. • 1661 Peak Hr. Factor 0.90 "'Cl 6:00PM Hour Intersection Pdslrns in Pk. Hr. ~ 99 :,,. Ci) m ~1 Ci> 0 ~ "Tl Ci> ~ Ci> APPENDIX A PAGE 4 OF 33 Carlsbad Boulevard at Gland Avenue Lane Configuration for Intersection Capacity Utiltzotton Poge2 of3 Pk. Hr. lime Period: 8:00AM to 9:00AM South Appr (NB) North Appr (SB) West Appr (EB) East Appr (WB) ~ Thru Right Left lhru Right Left lhru Right Left· ~ B!gb!_ Lone Config urations Inside 1 (left) 2 3 4 5 6 Outside 7 Free-flow Lane Settings -2 Capacity 1800 400J he the North/South phases split (:{ /N)? he the East/West phases split (:{ /N)? Ef11clency Lost Factor 0.10 Hourly Volume 15 272 Adjusted Hourly Volume 15 369 Utilization Factor 0.01 0.00 Critical Factors 0.00 ICU Ratio • 0.28 Turning Movements at Intersection of : 0 1 2 0 1800 400) N N 97 30 272 0 30 284 0.00 0.02 0.07 0.02 LOS• A cartsbad Boulevard 0 1 1 0 1 1 0 0 1800 2cm 0 1800 2cx:xJ 0 12 6 14 5 114 12 26 0 6 19 0 114 38 0 0.00 0.00 0.01 0.00 0.06 0.02 0.00 0.01 0.06 and Grand Avenue Tame : 8:00 AM to 9:00AM Dote : 8/4/94 North Approach Corlsbad Boulevard w e s t A p p Doy : lhursdoy Nome : T.M. & M.C. Sub- ~ .JQ!Q.!!. 35 llJ 25 6 -14 5 Subtotals Total 12 J ~ ~ .T ~ 15 394 778 314 619 Total 305 Subtotals 272 ~ Sub· ... ~ ~ L t +- T North 26 12 152 114 141 t t 272 97 Grand Avenue 384 Totals 293 South Approach Note : Left-tum volumes include U-turns. E 0 s A p p CARLSBAD BY THE SEA """1-2,9-4 --------URBAN SYSTEMS-----------' 002494 APPENDIX A PAGE 5 OF 33 Corisbad Boulevard at Grand Avenu. Lone Configuration for Intersection Capacity utilization Pk. Hr. Time Period: 5:00PM to 6:00PM. South Appr (NB) North Appr (SB) West Appr (EB) Lone Config urations Inside 1 (left) 2 3 4 5 6 Outside 7 Free-flow Lone SettinQS 2 Capacity 1800 400) Ive the North/South phases split C{ft--0? Ive the East/West phases split ('(IN)? Efficiency Lost Factor 0: 10 Hourly Volume 24 564 Adjusted Hourly Volume 24 692 Utlfizotion Factor 0.01 0.17 Critical Factors 0.17 ICU Ratio ,. 0.41 0 1 0 1800 N N 128 4J 0 4J 0.00 0.02 0.02 LOS• A ,. 1 2 400) 564 583 0.15 0 0 19 0 0.00 1 1 0 1800 2CXXJ 0 19 37 15 19 52 0 O.Ql 0.03 0.00 0.03 Poge3 of3 East Appr 0MB) 1 1 0 1800 2CXXJ 0 155 31 65 155 96 0 0.09 0.05 0.00 0.09 Turning Movements ot Intersection of: Carlsbad Boulevard and Grand Avenue w e s A p p nme : 5:00 PM to 6:00PM Dote : 8/4/94 Doy : Thursday Nome : T.M. & M.C. Sub- 12!2!!.. _t.2!Q!!_ 62 133 71 19 37 15 Subtotals 1£!2L North Approach Corlsbad Boulevard 19 J _j ~ T ~ 24 745 1461 1274 623 564 4J • ~ L t· +- North T t t 564 128 716 South Approach 651 65 31 155 JQ!Q]_ Subtotals Sub- J2!.gl!. Totals 251 454 203 Grand Avenue Note : Left-turn volumes include U-turns. CARLSBAD BY THE SEA E 0 s A p p ' 1 - 21 - 04 ---------URBAN SYSTEMS-. _________ .,. 002494 APPENDIX A PAGE 6 OF 33 TURNING MOVEMENTS by Traffic Counts, Inc Site Code : CARLSBAD PAGE: 1 N·S Street: CARLSBAD BLVD. FILE: H9410110 E·\I Street: BEECH AVE. Client : URBAN SYSTEMS Movements by: VEHICLES DATE: 10/25/94 ---------------------------------------------------------------------------------------------------------------------------------- Time From North From East From south From \lest Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total ---------------------------------------------------------------------------------------------------------------------------------- 7:00 AH 0 78 0 0 0 41 4 2 0 0 127 7:15 0 88 4 1 0 0 2 49 2 0 0 147 7:30 0 81 5 0 0 1 0 52 D 0 0 0 139 7:45 0 82 3 1 0 0 1 53 5 1 0 147 HR TOTAL 0 329 13 3 0 1 3 195 10 5 0 560 8:00 AH 0 83 4 0 3 1 52 4 3 0 0 151 8:15 1 63 3 0 0 1 0 80 4 3 0 1 156 8:30 8 66 3 1 0 2 1· 53 10 3 0 3 150 8:45 4 97 5 0 0 0 2 74 10 6 4 1 203 HR TOTAL 13 309 15 2 0 6 4 259 28 15 4 5 660 ------------------------------------------------------------Break ------------------------------------------------------------ 4:00 PH 103 5 2 0 2 0 104 1 8 0 2 228 4:15 2 104 1 3 0 0 0 99 3 0 2 215 4:30 5 98 6 4 0 0 0 102 8 1 0 2 226 4:45 3 86 3 1 0 0 0 111 5 2 0 0 211 HR TOTAL 11 391 15 10 0 2 0 416 17 12 0 6 880 5:00 PH 2 111 6 3 0 0 0 134 5 6 0 4 271 5: 15 0 95 5 0 0 0 1 149 3 2 1 4 260 5:30 4 80 3 0 0 1 0 100 4 4 0 0 196 5:45 2 76 2 0 0 0 3 63 1 4 0 1 152 HR TOTAL 8 362 16 3 0 4 446 13 16 1 9 879 DAY TOTAL 32 1391 59 18 0 10 11 1316 68 48 5 21 2979 CARLSBAD BY THE SEA ',-210-4 --------URBAN SYSTEMS----------' 002494 Site Code: CARLSBAD N-S Street: CARLSBAD BLVD. E·W Street: BEECH AVE. Client : URBAN SYSTEMS APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES PEAK PERIOO ANALYSIS FOR THE PERIOO: 7:00 AH· 9:00 AH DIRECTION FROM North East South West North East South West START PEAK HOUR 7:15 AM 7:45 AH 8:00 AH 8:00 AH 8:00 AM PEAK HR FACTOR 0.95 0.56 0.85 0.55 0.79 0.50 0.85 0.55 13 L ........ VOLUMES .••••••• Right Thru Left Total 0 334 16 350 3 0 6 9 4 259 28 291 15 4 5 24 Entire Intersection 13 309 15 337 2 0 6 8 4 259 28 291 15 4 5 24 309 337 _J ' . ... PERCENTS ... Right Thru Left 0 95 5 33 0 67 1 89 10 62 17 21 4 92 4 25 0 75 1 89 10 62 17 21 N W-f-E s 2 8 0 L 6 4 24 15 J i 291 7 28 259 4 CARLSBAD BLVD. CARLSBAD BY THE SEA PAGE 7 OF 33 PAGE: 1 FILE: 119410110 DATE: 10/25/94 '12-,9-4 --------URBAN SYSTEMS-----------' 0024.94 Site Code: CARLSBAD N-S Street: CARLSBAD BLVD. E-11 Street: BEECH AVE. Client : URBAN SYSTEMS APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PH -6:00 PH DIRECTION START FRa-1 PEAK HOUR North East South \lest North East South \lest 4:15 PH 4:00 PH 4:30 PH 5:00 PH 4:30 PM 10 1 11 PEAK HR FACTOR 0.90 0.75 0.85 0.65 0.88 0.50 0.85 0.55 10 L 7 22 J ........ VOLUMES ......•• Right Thru Left Total 12 399 16 427 10 0 2 12 1 496 21 518 16 1 9 26 Entire Intersection 10 390 20 420 8 0 0 8 496 21 518 11 1 10 22 390 20 420 _J i 8 L i 518 7 21 496 1 CARLSBAD BLVD. CARLSBAD BY THE SEA . ... PERCENTS ... Right Thru Left 3 93 83 0 0 96 62 4 2 93 ,:100 0 0 96 50 5 N 4 17 4 35 5 0 4 45 W-f-E s 8 0 0 PAGE 8 OF 33 PAGE: FILE: H9410110 DATE: 10/25/94 '"""'12-,e-4 --------URBAN SYSTEMS---------__, 002494 APPENDIX A PAGE 9 OF 33 TURNING MOVEMENTS by Traffic Counts, Inc Site Code : CARLSBAD PAGE: 1 N·S Street: OCEAN STREET FILE: H9410108 E·II Street: GRAND AVE. Client : URBAN SYSTEMS Movements by: VEHICLES DATE: 10/25/94 -------------------------------------------·-·------------------------------------------------------------------------------------ Time From North From East From South From \lest Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total ---------------------------------------------------------------------------------------------------------------------------------- 7:00 AH 0 6 0 5 0 0 0 0 15 7:15 0 , 0 2 4 0 0 0 0 0 9 7:30 0 10 2 2 0 1 2 3 0 0 0 0 20 7:45 0 , 2 , 0 2 0 1 0 0 0 0 7 HR TOTAL 0 18 6 5 0 6 11 5 0 0 0 0 51 8:00 AH 0 3 1 2 0 4 2 0 0 0 0 13 8:15 0 7 3 0 0 4 7 0 0 0 0 22 8:30 0 7 2 2 0 3 2 8 0 0 0 0 24 8:45 0 3 0 7 0 5 5 6 0 0 0 0 26 HR TOTAL 0 20 6 11 0 16 16 16 0 0 0 0 85 ------------------------------------------------------------Break ------------------------------------------------------------ 4:00 PM 0 7 3 3 0 8 2 0 0 0 0 24 4:15 0 5 2 3 0 4 2 5 0 0 0 0 21 4:30 0 5 2 6 0 0 3 1 0 0 0 0 17 4:45 0 9 1 4 0 3 3 5 0 0 0 0 25 HR TOTAL 0 26 8 16 0 15 9 13 0 0 0 0 87 5:00 PM 0 4 2 0 4 8 6 0 0 0 0 25 5:15 0 8 1 2 0 6 2 7 0 0 0 0 26 5:30 0 7 2 3 0 4 2 5 0 0 0 0 23 5:45 0 2 3 2 0 9 4 6 0 0 0 0 26 HR TOTAL 0 21 8 8 0 23 16 24 0 0 0 0 100 DAY TOTAL 0 85 28 40 0 60 52 58 0 0 0 0 323 CARLSBAfJ BY THE SEA ',2-1e--4 --------URBAN SYSTEMS----------' 002494 Site Code: CARLSBAD N-S Street: OCEAN STREET E-W Street: GRAND AVE. Cl lent : URBAN SYSTEMS APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES PEAK PERIOD ANALYSIS FOR THE PERIOD: 7:00 AM -9:00 AM DIRECTION START FROM PEAK HOUR North East South West North East South \lest 7:30 AM 8:00 AM 8:00 AM 8:00 AM 8:00 AM GRAND AVE. 0 0 0 PEAK HR FACTOR 0.60 0.56 0.73 0.00 0.65 0.56 0.73 0.00 0 L 7 0 J ........ VOLUMES ..•••••• Right Thru Left Total 0 21 11 0 16 16 0 0 8 16 0 0 29 27 32 0 Entire Intersection 0 20 6 26 11 0 16 27 16 16 0 32 0 0 0 0 20 6 26 _J I 27 L i 32 7 0 16 16 OCEAN STREET . ... PERCENTS ... Right Thru Left 0 41 50 0 0 41 50 0 11 0 16 n 0 50 0 77 0 50 0 N 28 59 0 0 23 59 0 0 w+E s PAGE 10 OF 33 PAGE: FILE: H9410108 DATE: 10/25/94 CARLSBAD BY THE SEA """,-219-4---------URBAN SYSTEMS-----------' 002494 Site Code: CARLSBAD N·S Street: OCEAN STREET E·W Street: GRAND AVE. Client : URBAN SYSTEMS APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PH· 6:00 PH DIRECTION START FROM PEAK HOUR North East South West North East South West 4:00 PH 4:00 PH 5:00 PH 5:00 PH 5:00 PH GRAND AVE. 0 0 0 PEAK HR FACTOR 0.85 0.70 0.71 o.oo 0,81 0.70 0.71 o.oo 0 L 7 0 J , ....... VOLUMES ....... . Right Thru Left Total 0 26 16 0 16 24 0 0 8 15 0 0 34 31 40 0 Entire Intersection 0 21 8 29 8 0 23 31 16 24 0 40 0 0 0 0 21 8 29 _J i 31 L ' 40 7 0 24 16 OCEAN STREET . ... PERCENTS, .. Right Thru Left 0 76 24 52 0 48 40 60 0 0 0 0 0 72 28 26 0 74 40 60 0 0 0 0 N W-j-E s 8 0 23 PAGE 11 OF 33 PAGE: FILE: H9410108 DATE: 10/25/94 CARLSBAD BY THE SEA '1-21e-4--------URBAN SYSTEMS---------__,,, 0024.94 APPENDIX A PAGE 12 OF 33 TURNING MOVEMENTS by Traffic Counts, Inc Site Code : CARLSBAD PAGE: 1 N·S Street: GARFIELD STREET FILE: H9410109 E-11 Street: BEECH AVE. Client : URBAN SYSTEMS Movements by: VEHICLES DATE: 10/26/94 ---··----------------------------------------------------------------------------------------------------------------------------- Time From North From East From South From \lest Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total ---------------------------------------------------------------------------------------------------------------------------------- 7:00 AH 2 0 0 4 0 0 0 0 0 3 2 12 7:15 0 0 0 1 1 0 0 0 0 0 2 0 4 7:30 1 0 0 0 0 0 0 0 0 0 0 1 2 7:45 0 0 0 1 1 0 0 0 0 0 1 1 4 HR TOTAL 3 0 0 6 2 1 0 0 0 0 6 4 22 8:00 AH 0 1 0 2 0 0 0 0 0 2 0 6 8:15 0 0 0 4 0 0 0 0 0 2 1 8 8:30 0 0 3 8 4 0 0 1 0 0 2 19 8:45 0 0 3 12 4 0 0 D 0 0 6 1 26 HR TOTAL 0 1 8 20 14 0 0 1 0 0 12 3 59 ------------------------------------------------------------Break ------------------------------------------------------------ 4:00 PM 0 0 3 2 0 0 0 0 0 3 0 9 4:15 0 1 0 0 2 0 1 0 0 0 2 0 6 4:30 0 0 0 4 5 0 0 0 0 0 5 0 14 4:45 0 0 1 0 7 0 1 0 0 0 1 0 10 HR TOTAL 0 1 4 5 16 0 2 0 0 0 11 0 39 5:00 PM 1 0 2 1 3 0 0 0 0 0 5 0 12 5:15 0 0 1 1 1 0 0 0 0 0 3 0 6 5:30 0 2 3 4 0 0 0 0 0 2 0 12 5:45 0 0 0 0 1 0 0 0 0 0 1 1 3 HR TOTAL 2 0 5 5 9 0 0 0 0 0 11 33 DAY TOTAL 5 2 17 36 41 2 0 0 40 8 153 CARLSBAD BY THE SEA """',-2,e_4 ______ ....,_URBAN SYSTEMS-----------' 0024.94 Site Code: CARLSBAD N-S Street: GARFIELD STREET E-11 Street: BEECH AVE. Client : URBAN SYSTEMS APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES PEAK PERIOO ANALYSIS FOR THE PERIOO: 7:00 AH -9:00 AH DIRECTION START FROM PEAK HOUR North East South I/est North East South I/est 8:00 AH 8:00 AH 7:45 AH 8:00 AH 8:00 AH 3 12 0 PEAK HR FACTOR 0.75 0.53 0.25 0.54 0.75 0.53 0.25 0.54 0 L 7 15 J ........ VOLUMES ....... . Right Thru Left Total 0 1 8 9 20 14 0 34 0 1 0 1 0 12 3 15 Entire Intersection 0 8 9 20 14 0 34 0 1 0 1 0 12 3 15 1 8 9 _J ' 34 L I 1 7 0 1 0 GARFIELD STREET . ... PERCENTS ... Right Thru Left 0 11 89 59 41 0 0 X100 0 0 80 20 0 11 89 59 41 0 0 X100 0 0 80 20 N w+E s 20 14 0 PAGE 13 OF 33 PAGE: 1 FILE: H9410109 DATE: 10/26/94 CARLSBAO BY THE SEA """'1-21e-4--------l/RBAN SYSTEMS-----------" 0024.94 Site Code: CARLSBAD N·S Street: GARFIELD STREET E·W Street: BEECH AVE. Client : URBAN SYSTEMS APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES PAGE 14 OF 33 PAGE: FILE: H9410109 DATE: 10/26/94 PEAK PERIOO ANALYSIS FOR THE PERIOO: 4:00 PH· 6:00 PH DIRECTION START FROM PEAK HOUR North East South West North East South West 4:45 PM 4:15 PH 4:00 PH 4:30 PH 4:15 PH :":°;~:~. 0 PEAK HR FACTOR 0.67 0.61 0.50 0.70 0.42 0.61 a.so 0.65 1 L 7 13 13 0 J ........ VOLUMES .......• Right Thru Left Total 2 0 6 5 17 0 2 0 0 0 14 0 Entire Intersection 1 1 3 5 17 0 2 0 0 0 13 0 1 3 5 _J I 0 GARFIELD STREET 0 8 22 2 14 5 22 2 13 . ... PERCENTS ... Right Thru Left 25 0 75 23 77 0 %100 0 0 0 %100 0 20 20 60 23 77 0 %100 0 0 0 %100 0 N W-f-E s ,_s __ 22 17 L 0 2 CARLSBAD BY THE SEA """',-2,e-4--------URBAN SYSTEMS-----------' 002494 APPENDIX A PAGE 15 OF 33 TURNING HOVEHENTS by Traffic Counts, Inc Site Code: CARLSBAD PAGE: N·S Street: CARLSBAD BLVD. FILE: H941011i:. E·II Street: GRAND AVE. Client : URBAN SYSTEMS Movements by: VEHICLES DATE: 10/25/94 ··-····--------------------------------··--·-------------------------------------------------------------------------------------- Time From North From East From South From I/est Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total ---------------------------------------------------------------------------------------------------------------------------------- 7:00 AM 2 7t 6 2 3 11 14 39 3 2 2 156 7:15 7 69 3 10 2 9 21 33 11 3 1 2 171 7:30 84 2 9 1 13 20 47 4 3 2 1 187 7:45 6 73 4 12 4 12 15 49 7 1 4 2 189 HR TOTAL 16 297 15 33 10 45 70 168 25 9 9 6 703 8:00 AM 5 n 8 10 3 9 20 48 2 3 3 1 184 8:15 5 51 3 12 2 13 33 74 4 2 2 3 204 8:30 12 68 1 8 4 14 23 54 6 3 3 2 198 8:45 11 81 1 10 3 10 23 76 7 2 4 3 231 HR TOTAL 33 2n 13 40 12 46 99 252 19 10 12 9 817 ------------------------------------------------------------Break ------------------------------------------------------------ 4:00 PM 11 91 14 14 6 15 25 70 4 2 5 2 259 4:15 4 94 11 24 5 17 27 91 10 4 6 1 294 4:30 7 88 11 23 5 13 26 91 15 5 5 2 291 4:45 3 65 14 16 2 19 25 103 4 1 2 255 HR TOTAL 25 338 50 77 18 64 103 355 33 12 17 7 1099 5:00 PM 6 100 13 22 3 18 28 112 8 5 4 5 324 5:15 4 78 10 10 6 17 25 119 4 4 5 5 287 5:30 8 n 10 12 5 10 18 97 6 2 1 2 243 5:45 1 65 8 12 2 12 14 50 6 2 1 0 173 HR TOTAL 19 315 • 41 56 16 57 85 378 24 13 11 12 1027 DAY TOTAL 93 1222 119 206 56 212 357 1153 101 44 49 34 3646 CARLSBAD BY THE SEA ~,2-19-4 --------URBAN SYSTEMS-----------' 0024.94 Site Code: CARLSBAD N·S Street: CARLSBAD BLVD. E·W Street: GRAND AVE. Client : URBAN SYSTEMS APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES PAGE 16 OF 33 PAGE: FILE: H9410112 DATE: 10/25/94 PEAK PERIOO ANALYSIS FOR THE PERIOO: 7:00 AM· 9:00 AM DIRECTION FROM North East South West North East South West START PEAK HOUR 7:15 AM 7:45 AM 8:00 AM 8:00 AM 8:00 AM GRAND AVE. 9 12 10 PEAK HR FACTOR 0.96 0.92 0.83 0.86 0.85 0.91 0.83 0.86 33 L 7 31 J ........ VOLUMES .......• Right Thru Left Total 19 298 17 334 42 13 48 103 99 252 19 370 10 12 9 31 Entire Intersection 33 2n 13 318 40 12 46 98 99 252 19 370 10 12 9 31 272 318 _J . ... PERCENTS ..• Right Thru Left 6 89 5 41 13 47 27 68 5 32 39 29 10 86 4 41 12 47 27 68 5 32 39 29 N w+E s 1 40 1-- 98 12 L 46 I 370 7 19 252 99 CARLSBAD BLVD. CARLSBAD BY THE SEA -1-21e-.. --------URBAN SYSTEMS-----------' 0024.94 Site Code: CARLSBAD N·S Street: CARLSBAD BLVD. E·II Street: GRAND AVE. Client : URBAN SYSTEMS APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES PEAK PERICO ANALYSIS FOR THE PERICO: 4:00 PM· 6:00 PM DIRECTION START FROM PEAK HOUR North East South \lest North East South \lest 4: 15 PM 4: 15 PM 4:30 PM 4:30 PH 4:15 PH GRAND AVE. 10 16 15 PEAK HR FACTOR 0.87 0.91 0.95 0.79 0.87 0.91 0.91 0.73 20 L 7 41 J . , , , .... VOLUMES ....... , Right Thru Left Total 20 347 85 15 104 425 15 15 49 67 31 14 416 167 560 44 Entire Intersection 20 347 49 416 85 15 67 167 106 397 37 540 15 16 10 41 347 416 _J I 167 L ' 540 7 37 397 106 CARLSBAD BLVD. .... PERCENTS ... Right Thru Left s 51 19 34 5 51 20 37 85 15 67 83 12 9 40 76 6 34 32 83 12 9 40 74 7 39 24 N W-f-E s PAGE 17 OF 33 PAGE: 1 FILE: H9410112 DATE: 10/25/94 CARLSBAD BY THE SEA '1-219-4 --------URBAN SYSTEMS---------__,,, 0024.94 APPENDIX A PAGE 18 OF 33 TURNING MOVEMENTS by Traffic Counts, Inc Site Code : CARLSBAD PAGE: 1 N·S Street: CARLSBAD BLVD. FILE: H9410111 E·W Street: CHRISTIANSEN WAY Client : URBAN SYSTEMS Movements by: VEHICLES DATE: 10/26/94 ---------------------------------------------------------------------------------------------------------------------------------- Time From North From East From South From West Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total ---------------------------------------------------------------------------------------------------------------------------------- 7:00 AM 1 76 2 0 0 0 0 45 0 0 0 0 124 7:15 2 91 0 1 0 0 0 49 1 0 0 3 147 7:30 1 80 0 0 0 51 1 3 0 0 138 7:45 2 77 5 0 0 1 57 7 2 2 155 HR TOTAL 6 324 7 2 0 2 202 9 5 5 564 8:00 AM 1 88 3 2 0 0 0 50 4 3 153 8:15 3 59 2 2 0 0 1 81 5 0 0 154 8:30 71 1 2 0 0 0 62 1 9 0 0 147 8:45 4 93 1 1 0 0 0 85 7 1 0 2 194 HR TOTAL 9 311 7 7 0 0 1 278 17 12 1 5 648 --------------------------·······---------------------------Breal: ------------------------------------------------------------ 4:00 PH 3 106 2 0 0 4 110 5 3 0 2 236 4:15 2 102 5 2 0 2 1 99 7 2 0 1 223 4:30 1 100 3 1 0 0 1 107 5 4 0 1 223 4:45 2 84 2 2 0 0 2 115 1 1 0 3 212 HR TOTAL 8 392 12 5 0 3 8 431 18 10 0 7 894 5:00 PM 3 111 5 0 0 3 139 3 4 0 1 270 5:15 0 96 3 1 0 1 0 145 1 3 0 3 253 5:30 0 79 5 1 1 0 106 3 1 0 0 197 5:45 1 76 2 1 0 0 0 64 2 0 0 0 146 HR TOTAL 4 362 15 4 1 2 3 454 9 8 0 4 866 DAY TOTAL 27 1389 41 18 6 14 1365 53 35 2 21 2972 CARLSBAD BY THE SEA '12-,e-4 --------URBAN SYSTEMS---------__, 002494 Site Code: CARLSBAD N·S Street: CARLSBAD BLVD. E·W Street: CHRISTIANSEN WAY : URBAN SYSTEMS APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES PEAK PERIOO ANALYSIS FOR THE PERIOO: 7:00 AH• 9:00 AH DIRECTION START FROM PEAK HOUR Horth East South West Horth East South West 7:15 AH 7:45 AH 8:00 AH 7:45 AH 8:00 AH PEAK HR FACTOR 0.94 0.88 0.80 0.56 0.83 0.88 0.80 0.50 9 L CHRISTIANSEN WAY 5 7 1 18 12 J ........ VOLUMES ......•• Right Thru Left Total 6 336 8 350 6 0 1 7 1 278 17 296 13 2 5 20 Entire Intersection 9 311 7 327 7 0 0 7 1 278 17 296 12 1 5 18 311 7 327 _J ' 296 7 17 278 CARLSBAD BLVD. i 7 L 1 . ... PERCENTS ... Right Thru Left 2 96 2 86 0 14 0 94 6 65 10 25 3 95 2 %100 0 0 0 94 6 67 6 28 N w+E s 7 0 0 PAGE 19 OF 33 PAGE: FILE: H9410111 DATE: 10/26/94 CARLSBAD BY THE SEA """',-2,e-4--------URBAN SYSTEMS---------__,, 002494 Site Code: CARLSBAD N·S Street: CARLSBAD BLVD. E·W Street: CHRISTIANSEN WAY Client : URBAN SYSTEMS APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES PAGE 20 OF 33 PAGE: 1 FILE: H9410111 DATE: 10/26/94 PEAK PERIOO ANALYSIS FOR THE PERIOO: 4:00 PH· 6:00 PH DIRECTION FROM North East South West North East South West START PEAK HOUR 4: 15 PM 4:00 PH 4:30 PM 4:30 PM 4:30 PH PEAK HR FACTOR 0.88 0.50 0.89 0.83 0.86 0.75 0.89 0.83 6 L CHRISTIANSEN WAY 8 7 0 20 12 J ........ VOLUMES .......• Right Thru Left Total 8 397 15 420 5 0 3 8 6 506 10 522 12 0 8 20 Entire Intersection 6 391 13 410 5 0 1 6 6 506 10 522 12 0 8 20 391 410 _J I 522 7 10 506 CARLSBAD BLVD. . ... PERCENTS ... Right Thru Left 2 95 4 62 0 38 1 97 2 60 0 40 95 3 83 0 17 1 97 2 60 0 40 N W-f-E s 5 1-- 6 0 L 1 6 CARLSBAD BY THE SEA -,2-19-4--------URBAN SYSTEMS-----------' 0024.94 APPENDIX A PAGE 21 OF 33 TURNING MOVEMENTS by Traffic Counts, Inc Site Code : CARLSBAD PAGE: N·S Street: OCEAN STREET FILE: H9410107 E·II Street: CHRISTIANSEN IIAY Client : URBAN SYSTEMS Movements by: VEHICLES DATE: 10/26/94 --------·---·-------------·------------------------------------------------------------------------------------------------------- Time From North From East From South From \lest Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total ---------------------------------------------------------------------------------------------------------------------------------- 7:00 AM 0 3 3 0 0 0 2 0 0 0 0 9 7:15 0 5 0 0 2 1 0 0 0 0 10 7:30 0 7 0 0 0 3 0 0 0 0 12 7:45 0 5 2 0 1 2 3 0 0 0 0 14 HR TOTAL 0 20 4 6 0 2 4 9 0 0 0 0 45 8:00 AM 0 3 0 0 0 2 2 0 0 0 0 8 8:15 0 6 2 0 0 4 3 3 0 0 0 0 18 8:30 0 5 1 1 0 2 3 4 0 0 0 0 16 8:45 0 9 1 0 3 5 5 0 0 0 0 24 HR TOTAL 0 23 5 2 0 9 13 14 0 0 0 0 66 ------------------------------------------------------------Break ------------------------------------------------------------ 4:00 PH o· 4 2 0 4 0 4 0 0 0 0 15 4:15 0 5 0 0 0 1 4 3 0 0 0 0 13 4:30 0 9 0 1 0 2 0 3 0 0 0 0 15 4:45 0 7 0 0 0 0 3 6 0 0 0 0 16 HR TOTAL 0 25 2 2 0 7 7 16 0 0 0 0 59 5:00 PH 0 4 2 0 3 0 6 0 0 0 0 16 5:15 0 4 0 0 0 2 4 9 0 0 0 0 19 5:30 0 5 0 1 0 2 9 0 0 0 0 18 5:45 0 6 0 0 0 2 7 0 0 0 0 16 HR TOTAL 0 19 3 0 9 6 31 0 0 0 0 69 DAY TOTAL 0 87 12 13 0 27 30 70 0 0 0 0 239 CARLSBAO BY THE SEA .... ,-21-94---------URBAN SYSTEMS---------__,,,. 002494 APPENDIX A PAGE 22 OF 33 TURNING MOVEMENTS by Traffic Counts, Inc Site Code: CARLSBAD N·S Street: OCEAN STREET PAGE: FILE: H9410107 E·II Street: CHRISTIANSEN IIAY Client : URBAN SYSTEMS Movements by: VEHICLES DATE: 10/26/94 PEAK PERIOD ANALYSIS FOR THE PERIOD: 7:00 AM· 9:00 AM DIRECTION START ........ VOLUMES ....... . FROM PEAK HOUR PEAK HR FACTOR Right Thru Left Total . ... PERCENTS ... Right Thru Left North East South \lest North East South \lest 8:00 AM 8:00 AM 8:00 AM 8:00 AM 8:00 AM 0 0.70 0.69 0.68 0.00 0.70 0.69 0.68 0.00 0 L 7 0 0 0 J 0 23 5 2 0 9 13 14 0 0 0 0 Entire Intersection 0 23 5 2 0 9 13 14 0 0 0 0 23 28 _J i 0 STREET 27 14 28 11 27 0 28 11 27 0 0 18 48 0 0 18 48 0 82 0 52 0 82 0 52 0 N 18 82 0 0 18 82 0 0 W-j-E s 1-2-- 11 0 L 9 7 13 CARLSBAO BY THE SEA ',-21e-4--------URBAN SYSTEMS---------_,,. 002494 APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Site Code: CARLSBAD N·S Street: OCEAN STREET E·W Street: CHRISTIANSEN WAY Client : URBAN SYSTEMS Movements by: VEHICLES PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PH· 6:00 PH DIRECTION FROM North East South West North East South \lest START PEAK HOUR 4:00 PH 5:00 PH 4:45 PH 4:45 PH 4:45 PH PEAK HR FACTOR 0.75 0.60 0.73 o.oo 0.75 0.50 0.73 o.oo 0 ........ VOLUMES ...••••• Right Thru Left Total 0 25 2 27 3 0 9 12 8 30 0 38 0 0 0 0 Entire Intersection 0 20 21 3 0 7 10 8 30 0 38 0 0 0 0 20 . ... PERCENTS ... Right Thru Left 0 25 21 0 0 30 21 0 93 0 79 0 95 0 79 0 N 7 75 0 0 5 70 0 0 W-rE s PAGE 23 OF 33 PAGE: FILE: H9410107 DATE: 10/26/94 L 21 _J 1-3-- CHRISTIANSEN WAY 10 0 0 7 L 7 0 0 0 J i 38 7 0 30 8 OCEAN STREET CAfi'LSBAO BY THE SEA ..... ,-2,e-4--------URBAN SYSTEMS---------__, 002494 APPENDIX A PAGE 24 OF 33 TURNING MOVEMENTS by Traffic Counts, Inc Site Code : CARLSBAD PAGE: N·S Street: OCEAN STREET FILE: H9410106 E·II Street: BEECH AVE. Client : URBAN SYSTEMS Movements by: VEHICLES DATE: 10/27/94 ---------------------------------------------------------------------------------------------------------------------------------- Time From North From East From South From \lest Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total ---------------------------------------------------------------------------------------------------------------------------------- 7:00 AM 0 2 0 0 0 2 0 0 0 0 0 5 7:15 0 1 3 0 0 3 0 1 0 0 0 0 8 7:30 0 2 0 0 0 0 0 0 0 0 0 0 2 7:45 0 0 1 0 0 0 1 2 0 0 0 0 4 HR TOTAL 0 5 4 0 0 4 3 3 0 0 0 0 19 8:00 AM 0 3 1 0 1 0 0 0 0 0 7 8:15 0 2 1 0 3 3 0 0 0 0 11 8:30 0 4 0 3 0 0 0 0 0 0 0 8 8:45 0 3 1 0 0 2 4 0 0 0 0 11 HR TOTAL 0 12 3 6 0 5 4 7 0 0 0 0 37 ------------------------------------------------------------Break ------------------------------------------------------------ 4:00 PM 0 1 0 2 0 3 2 0 0 0 0 9 4:15 0 3 3 1 0 0 4 0 0 0 0 12 4:30 0 0 2 0 0 2 4 0 0 0 0 9 4:45 0 1 0 1 0 1 2 1 0 0 0 0 6 HR TOTAL 0 5 4 6 0 2 8 11 0 0 0 0 36 5:00 PH 0 2 2 1 0 3 0 1 0 0 0 0 9 5:15 0 2 0 3 0 4 0 3 0 0 0 0 12 5:30 0 4 1 0 0 2 2 2 0 0 0 0 11 5:45 0 3 3 0 0 1 2 0 0 0 0 10 HR TOTAL 0 11 4 7 0 9 3 8 0 0 0 0 42 DAY TOTAL 0 33 15 19 0 20 18 29 0 0 0 0 134 CARLSBAD BY THE SEA ',-219-4---------URBAN SYS TEMS-------a-c?._!2_'4.9_'4__, Site Code: CARLSBAD N·S Street: OCEAN STREET E·\.I Street: BEECH AVE, Client : URBAN SYSTEMS APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES PEAK PERIOO ANALYSIS FOR THE PERIOO: 7:00 AM· 9:00 AM DIRECTION FROM North East South \.lest North East South I/est START PEAK HOUR 8:00 AM 8:00 AM 8:00 AH 8:00 AH 8:00 AM PEAK HR FACTOR 0.94 0.69 0.46 0.00 0.94 0.69 0.46 o.oo 0 L __ 07 0 0 0 J ........ VOLUMES ........ Right Thru Left Total 0 12 6 0 4 7 0 0 3 5 0 0 15 11 11 0 Entire Intersection 0 12 3 15 6 0 5 11 4 7 0 11 0 0 0 0 12 15 _J i 11 7 0 7 OCEAN STREET i .... PERCENTS ... Right Thru Left 0 80 55 0 36 64 0 0 0 80 55 0 36 64 0 0 N 20 45 0 0 20 45 0 0 W-!-E s 6 11 0 L 5 4 PAGE 25 OF 33 PAGE: FILE: H9410106 DATE: 10/27/94 CARLSBAD BY THE SEA '1-2,e-4---------URBAN SYSTEMS---------__, 0024.94 Site Code: CARLSBAD N·S Street: OCEAN STREET E-11 Street: BEECH AVE. Client : URBAN SYSTEMS APPENDIX A TURNING MOVEMENTS by Traffic Counts, Inc Movements by: VEHICLES PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM· 6:00 PM DIRECTION START FROM PEAK HOUR North East South \lest North East south \lest 5:00 PM 5:00 PM 4:00 PM 4:00 PM 5:00 PM 0 0 0 PEAK HR FACTOR 0.75 0.57 0.79 0.00 0.75 0.57 0.69 o.oo 0 L 7 0 J ........ VOLUMES ....... . Right Thru Left Total 0 11 4 15 7 0 9 16 8 11 0 19 0 0 0 0 Entire Intersection 0 11 4 15 7 0 9 16 3 8 0 11 0 0 0 0 11 4 15 _J I 16 L i 11 7 0 8 3 . ... PERCENTS ... Right Thru Left 0 44 42 0 0 44 27 0 7 0 9 73 0 58 0 73 0 73 0 N 27 56 0 0 27 56 0 0 W-j-E s PAGE 26 OF 33 PAGE: FILE: H9410106 DATE: 10/27 /94 CARLSBAD BY THE SEA '1-2,s-4---------URBAN SYSTEMS---------_,,, 002494 APPENDIX A PAGE 27 OF 33 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 ********************************************************************* IDENTIFYING INFORMATION AVERAGE RUNNING SPEED, MAJOR STREET .. 35 PEAK HOUR FACTOR ... , ............. ,, ... 9 AREA POPULATION ...................... 150000 NAME OF THE EAST/WEST STREET ......... BEECH AV. NAME OF THE NORTH/SOUTH STREET .... , .. CARLSBAD BLVD. NAME OF THE ANALYST ...... , ........... SK DATE OF THE ANALYSIS (mm/dd/yy) ...... 12-19-1994 TIME PERIOD ANALYZED ..... , ......... ,. AM PEAK OTHER INFORMATION .... EXISTING CONDITIONS INTERSECTION TYPE AND CONTROL INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES LEFT THRU RIGHT EB 5 5 15 WB 5 0 5 NB 30 260 5 NUMBER OF LANES AND LANE USAGE LANES T,ANF. tJ8AGF. EB 1 T,'T'R WB 1 T ,'T'R SB 15 310 15 NB 3 SB 3 CARLSBAD BY THE SEA \.-1-2,e-4--------URBAN SYSTEMS-----------'~ 002494 APPENDIX A PAGE 28 OF 33 ADJUSTMENT FACTORS Page-2 PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS --------------------------------------------------EASTBOUND 0.00 90 20 N WESTBOUND o.oo 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND o.oo 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RY'S VEHICLES % MOTORCYCLES -------------------------------------EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP ---------------------------------------------MINOR RIGHTS EB 5.70 5.70 o.oo 5,70 WB 5.70 5.70 o.oo 5.70 MAJOR LEFTS SB 5.60 5,60 o.oo 5,60 NB 5,60 5.60 0.00 5,60 MINOR THROUGHS EB 6.80 6.80 o.oo 6,80 WB 6.80 6,80 o.oo 6,80 MINOR LEFTS EB 7.30 7.30 o.oo 7.30 WB 7.30 7.30 o.oo 7.30 IDENTIFYING INFORMATION ---------------------------------------------------------------------NAME OF THE EAST/WEST STREET, ..... BEECH AV. NAME OF THE NORTH/SOUTH STREET,,,. CARLSBAD BLVD. DATE AND TIME OF THE ANALYSIS ..... 12-19-1994 ; AM PEAK OTHER INFORMATION,, .. EXISTING CONDITIONS CARLSBAD BY THE SEA '1-210-4---------URBAN SYS TEMS--------a-t?.-'24._'9_'4__, APPENDIX A PAGE 29 OF 33 CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN-ACTUAL FLOW-TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) C (pcph) C (pcph) C (pcph) C = C -V LOS p M SH R SH ------------------------------------------------ MINOR STREET EB LEFT 6 295 281 > 281 > 275 > C THROUGH 6 339 324 > 507 324 > 476 318 >A B RIGHT 18 931 931 > 931 > 913 > A MINOR STREET WB LEFT 6 284 265 > 265 > 259 > C THROUGH 0 336 321 > 415 321 > 403 321 >A B RIGHT 6 955 955 > 955 > 949 > A MAJOR STREET SB LEFT 18 779 779 779 761 A NB LEFT 37 719 719 719 682 A IDENTIFYING INFORMATION ---------------------------------------------------------------------NAME OF THE EAST/WEST STREET ...... BEECH AV. NAME OF THE NORTH/SOUTH STREET, ... CARLSBAD BLVD, DATE AND TIME OF THE ANALYSIS,,, .. 12-19-1994 ; AM PEAK OTHER INFORMATION .... EXISTING CONDITIONS CARLSBAD BY THE SEA ..... 1 -219-4 --------URBAN SYSTEMS---------__,, 0024.94 APPENDIX A PAGE 30 OF 33 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 ********************************************************************* IDENTIFYING INFORMATION AVERAGE RUNNING SPEED, MAJOR STREET .. 35 PEAK HOUR FACTOR..................... . 9 AREA POPULATION ...................... 150000 NAME OF THE EAST/WEST STREET, ........ BEECH AV. NAME OF THE NORTH/SOUTH STREET, ...... CARLSBAD BLVD. NAME OF THE ANALYST,, ................ SK DATE OF THE ANALYSIS (mm/dd/yy) ...... 12-19-1994 TIME PERIOD ANALYZED ................. PM PEAK OTHER INFORMATION .... EXISTING CONDITIONS INTERSECTION TYPE AND CONTROL INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES LEFT THRU RIGHT EB 10 1 10 WB 0 0 8 NB 20 496 1 NUMBER OF LANES AND LANE USAGE LANES EB 1 WB 1 SB 20 390 10 NB 3 SB 3 CARLSBAD BY THE SEA '1-2,e-4--------URBAN SYSTEMS---------__,,, 0024.94 APPENDIX A PAGE 31 OF 33 ADJUSTMENT FACTORS Page-2 --------------------------------------------------------------------- PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS --------------------------------------------------EASTBOUND 0.00 90 20 N WESTBOUND o.oo 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND o.oo 90 20 N VEHICLE COMPOSITION --------------------------------------------------------------------- % SU TRUCKS % COMBINATION AND RY'S VEHICLES % MOTORCYCLES ------------------------------------- EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS --------------------------------------------------------------------- TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP --------------------------------------------- MINOR RIGHTS EB 5.70 5.70 o.oo 5.70 WB 5.70 5.70 o.oo 5.70 MAJOR LEFTS SB 5.60 5.60 o.oo 5.60 NB 5.60 5.60 o.oo 5.60 MINOR THROUGHS EB 6.80 6.80 o.oo 6.80 WB 6.80 6.80 o.oo 6.80 MINOR LEFTS EB 7.30 7.30 o.oo 7.30 WB 7.30 7.30 0.00 7.30 IDENTIFYING INFORMATION ---------------------------------------------------------------------NAME OF THE EAST/WEST STREET ...... BEECH AV. NAME OF THE NORTH/SOUTH STREET .... CARLSBAD BLVD. DATE AND TIME OF THE ANALYSIS ..... 12-19-1994 ; PM PEAK OTHER INFORMATION .. ,. EXISTING CONDITIONS CARLSBAD BY THE SEA """ 1 - 219 - 4 ---------URBAN SYSTEMS-----------' 0024.94 APPENDIX A PAGE 32 OF 33 CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN-ACTUAL FLOW-TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) C (pcph) C (pcph) C (pcph) C = C -V LOS p M SH R SH ------------------------------------------------ MINOR STREET EB LEFT 12 162 153 > 153 > 141 > D THROUGH 1 196 187 > 257 187 > 231 186 >C D RIGHT 12 904 904 > 904 > 891 > A MINOR STREET WB LEFT 0 160 150 > 150 > 150 > D THROUGH 0 195 186 > 868 186 > 858 186 >A D RIGHT 10 868 868 > 868 > 858 > A MAJOR STREET SB LEFT 24 574 574 574 550 A NB LEFT 24 652 652 652 628 A IDENTIFYING INFORMATION ---------------------------------------------------------------------NAME OF THE EAST/WEST STREET ...... BEECH AV. NAME OF THE NORTH/SOUTH STREET, ... CARLSBAD BLVD, DATE AND TIME OF THE ANALYSIS ..... 12-19-1994 ; PM PEAK OTHER INFORMATION, .. , EXISTING CONDITIONS CARLSBAD BY THE SEA '-1-219-4 --------URBAN SYS TEMS-------0,-t1-!2--'4B_'4_., F3 ..... (0 "" ~ S) ~~ ~~ V) ~ ~~ bi~ ~~ ~ ~ ~ ICU All. A MOVE CAPACITY L ~ 11v "'!-~ .r ~ --.::::-~ LO.S. No mitigation ~ JA:I JIA~ l.. ~ [CU 'j cJ -< V ,..,~~-.s ' .. - ,08 MOVE /"11'1• ,OS-i,.., ...... . ~~ LO.S. Mitigation ICU Alt. B CAPACITY ICU AM PEAK HOUR i=:x \ S. -n N 6' 8-9. ~00 AM 8-4-4"4 J""4.. "8. ,',"OC.-• MOVE LO.S._ Mitigation ~ NO SCALE l· ICU Alt. C CAPACITY ICU ICU Alt. A MOVE CAPACITY ICU MOVE l. ~ ~g· ~'v"" '~ /1.'2-r '~ ,10 ~ t~ ~~ ..,. ..--:-4:i_ LO.S. __ A No mitigation ;i-; ~ I ·~•1 '.I LO.S. Mitigation ICU Alt. B CAPACITY [CU PM PEAK HOUR c:)C\STv-l G s--&. PM B-4-P\4- j\-\,\-<..iMSoc, MOVE LO.S. Mitigation ~ 110 SCALE l· ICU Alt. C CAPACITY ICU "ti > G) m 0 "Tl ----URBAN SYSTEMS------------------------12/94 0150A A V·ICUI I ► iJ iJ m z 0 X ► '"CJ > G) m Ci) Ci) 0 'Tl Ci) Ci) PAGE 1 OF 3 APPENDIX B SAND AG TRIP GENERATION TABLE CARLSBAD BY THE SEA """1-219-.--------l/RBAN SYSTEMS------------.. 0024.94 r APPENDIX B (NOT SO) BRIEF GUIDE OF VEHICULAR TRAFFIC GENERATION RATES FOR THE SAN DIEGO REGION OCTOBER 1993 PAGE 2 OF 3 San Diego ASSOCIATION OF GOVERNMENTS Suile 800, Firsl lnlerstale Plaza 401 B Street San Diego, Cal1fomia 92101 (619)595·53DO Fax (619)595-5305 NOTE Th11 hsting only represents•~ of average, or estimated, tralhc generation •dm,eway" ra1es and some very general tup data for land uses (emphasis on acreage and building 1quare footage) in the San Diego region. These rates are 1ubjec1 to change es future documentet10n becomes ava1leble. or es local sources are updated. For more specific information regarding traffic data and trip rates, please reler to the San Ou,go Traffic Generators manuaL Alwevs check wuh local 1YTisd1c1mns for their oroferrod or oonhcoblo tAtes LAND USE TRIP CATEGORIES lPRIMARY:DIVERTEO:PASs-BYJ" AGRICULTURE (Open Spece)·-··_ -·--.... ·-···· ..... {80 18·2] AIRPORT ......................................................... (78 20 2] Commercial General Aviation Hahpor1s AUTOMOBILE5 CarWHh Automahc Self-serve Gesohne ...... _..,., _____________ [21:51:28) With/Food Mart With/Food Mer1 & Car Wash Old Service Station Design Sales (Dealer & Repair} Auto Repair Center CEMETERY CHURCH {or Synagogue) ........................................... {64·25:11] COMMERCIAlJRETAIL" Super Regional Shopping Center (More then 60 acres. more than 600.000 sq tt., w/usuelly 3+ major stores) Regional Shopping Center------[54:35:11) (30·60 acres. 300,000.600,000 sq. ft., w/usually 2+ m1I0r stores) Community Shopping CenIer ............................ [47:31 22] ( 10.30 acres, 100.000.300,000 sq ft .. -•• ·-w1usualty"1·m1Jontore·ancr""datecherl---- restaurent) Ne1ghborhood Shopping Center (Less than 10 acres, less than 100,000 sq ft. w/usually grocery store & drug store) Commercial Shops .. -.............................. _ .............. (45·40 15] Specialty Rated/Strip Commercial Supermarket Convenience Market ( 15-16 hours) • • (24 hours) 011count Club • Store Furniture S1ore Lumber Store Hardware/Pamt S1ore Garden Nursery EDUCATION Umversity {4 years) ............. ,-.............. ____ ., ........... [91 ·9 O] Junior Collage (2 vears) .................... _ ................... ,. [92:7·1} Hiph School ____ ,., ................ -.. -....................... { 75:l 9 6] M1ddle/Jumor High ............................. , .. , ....... , .. [63 25·12} Element•rv----.. -·-· ......................... {57:25:10} Day Care __________ ....... 128 58 14} FINANCIAL' .................... -····-······· ........ , •• ·······-··•--135:42 23] Bank (Walk-In Only) Wtth Dnve-Through Oriv&-Through Only Savings & Loan Ouve-'Through Only HOSPITAL-....................................................... , ....... {73.25:2] General ConvelescenVNursing INDUSTRIAL lndus1r1al/Busmess Perk (commerc,al includedl,--,-[79. 19.2] Industrial Park {no comme1t1al) Industrial Plant (m11ltipl1 sh.tis) ____ --·-----192.5 3} Manufacturing/Assembly Warehousing Storage Science Research & Development ESTIMATED WEEKDAY VEHICLE TRIP GENERATION RATE IDRIVEWAYJ 2/acre•• 12/ecre, 100/flrght, 70/1000 sq ft," 6/acre. 3 flight 7 /based aircrall' .. 100/acre•• 900/s•le, 600/acre .. 100/wash sI111 .. 150/vehicle fuelmg spaca•• 155/vehicle fueltng spece•• ?SO/st1t1on. 130/vehicle fueling space .. 60/1000 sq. It., 300/acre. 60/sarvice stall' .. 20/1000 sq ft .. 400/ecre. 20/service stall" 9/1000 SQ ft. 30/acre00 (quadruple rates for Sunday, or days of assembly) 40/1000 SQ ft.,t 400/acre• 60/1000 sq. fl ,e 500/acre• 70/1000 sq ft .• 700/acre• •• 120/1000 sq, It., 1200/acre• •• 40/1000 SQ ft, 400/acre• 150/1000 SQ, ft. 2000/acre • •• 600/1000 SQ ft.°" 700/1000 SQ. ft.°" 80/1000 SQ ft. 800/ecre·• 70/1000 sq ft .. 600/acre .. 6/1000 SQ ft. 100/acre·• 30/1000 SQ t1 •. 150/acre ... 60/1000 sq. tt. 600/ecre•• 40/1000 aq. ft., 90/acre•• 2.5/student. 100 acre• 1 6/student 80/acre• 1.4/student. 11/1000 sq ft. 50/acre• .. 1 0/student 40/acre00 1.4/studanl 14/1000 sq It. 60/acre•• 6/child. 80/1000 SQ 1t •• 150/1000 sq ft .. 1000/acre• •• 200/1000 sq. ft .. 1500/acre• 250 (125 one-way)/lane• 60/1000 sq tt. 600/acre•• 100150 one-way)/lene•• 20/bed. 20/1000 sq tt., 300/acre• 3/bed"' 16/1000 sq ft. 200/acre· 8/1000 sq ft. 90/acre· 10/1000 sq It. 120/ecre' 4/1000 sq ft. SO/acre"' 5/1000 sq ft .. 60/acre•• 2/1000 sq fl. 0 2/vaull. 30/acre• 8/1000 sq ft .. BO/acre• (OVER) HIGHEST PEAK HOUR% lplua IN:OUT ratio} ■•tw••n 7•9 A.M. 1•1w••n 4-6 P.M. 6% (6·4) 7% (5.5} 10" (6 41 15% (5·5) 4% (5.5) 9% (5:5) 4% 15:5) 8% 15:5) 8% 15 5) 8% 15 5} 8% 15"5) .,. 15:5) 7% (5 5} ,,,. (5.5} 5,. (7:3} 8% (4.8} 8% (7:3} ,,,. 14.6} 4% 18:2) 8% 15·5) 2% (7:3] 9% 15:5} 2% (7:3] 9% (5;5) 3'11 (6:4} 10% 15:5) 4" (6:4} ,,,. I5:SJ 3,. 16:4} 9" (5·5} ... 17.3} 10" 15·5) 8" I5:SJ 8" 15:5) 9% 15·5) 7% (5.5) 1% (8·2) 9% (5.5} 2" (6:4} 10% 15:5} 4" 17:3) 9% 15:5) 7% (64) 9% (5•5) 2% 16·4) 9% 15:5) 3" 164} 10% 15:5] 10% (9:1} "" (3:7) 12% 19:1} 8% (3:7} 20% (8 2} 14'11 (3-7} 24% (7:3) 1% 13 7) 26% (6.41 5,. 13:71 19% 15:5] 18% (5.5} 4% (7:3} 8'11 (4·61 5% 164] 10'11 (5 5} 3" 15 5} 13% 15·5} 2% 9% 4% 16'11 ... 17.3} 10" 13.71 7% 16·4) 7% 14:6) 12% 18·21 12% 12 8} ,,,. {9 11 m, 12 81 14% 18:2} 15% (3 7} 20% 19·1) 20% 12-8} 15% (7.3) 16% 14 6) 6% 15·5) 9% {5.51 16% {9:1) 14% (1.9} MEMBER AGENCIES Cities of Carlsbad. Chula Vista, Coronado, Del Mar. El Ca1on, Encinitas Escondrdo. lmpenal Beach, La Mesa. Lemon Grove. Nalional City, Oceanside, Po .... ay, San Diego. San Ma1cos. Santee. Solana Beach, V1s1a and Counly ol San Diego. ADVISORY/LIAISON MEMBERS: Cahlom1a Oepar1menl ol Transpot1at1on. US Department of Delense. SD Unified Port 01slricl and TiJuana/BaJa Cahforma SOURCE SANDAG TRIP GENERATION MANUAL, 10/93 CARLSBAD BY THE SEA TRIP LENGTH IMIIH)' 10 8 12.6 2.8 6.1 5.2 36 4.3 8.9 90 4.8 50 3.4 3.7 3.4 8.3 90 11.7 ...... 1-219-4---------URBAN SYS TEMS--------a-tJ.-'24._'9-_'4__,, LAND USE TRIP CATEGORIES tPRIMARV:DIVERTED:PASS-BYJ" LODGING ..................................... , ................................. (58 38:4] Hotel (w/eonvention facdmes/1e.ta1.1ranl) Motel Resort Hotel OFFICE Standard Commerc,al Office ............................... {77·19 4) (less than 100.000 sq ti.) Large (H1gh-R,se) Commercial OlfJce .. . .. . . . . (82:15 3] (more than 100,000 sq 11 .. 6+ stoues) Corporate Oflice !single lenanl) Government (C,v,c Cenier) ........................... , ........ , [50 34 16) Post Olf,ce Central/Walk-In Only Community lnot mcludrng mad drop lane) (w/mad drop Ian•) Mell Drop Lane only Department of Mo1or Vehicles Medrcal ""'"" "'""" "'"""'"" ·-"""-"" ........... _ .. ,-.............. (60.30·10) PARKS •...•.. -... ------···· .•............. 166,286] City (developed} Regional (developed) Neighborhood/Regional {undeveloped) Amusement {Theme) S•n Diego Zoo Sea World RECREATION Beach. Ocean or Bey .............................. , ......... (52 39.9] Beach, Lake (fresh water) Bowling Center Campground Goll Course Marines Racquetball/Health Club Tenms Courts Sports Fac1ht111s Outdoor S1acf1um Indoor Arena Racetrack Theaters lmulliplex) .,_ ... _., ___ ,,.,_ .............. -...... -...... [66:17·17) RESIDENTIAL------------(86o11o3J Single Family Detached (averege 4 OU/acre) Condomimum (or any muhi-fam1ly less than 20 OU/acre) Apenments (or •nv multi-family units more than 20 DU/acre) MoblleHome Family Adults Only Retirement Communrty Rural Estate Congregate Care Facility RESTAURANT' ............................................ 151,37 12] Ounhty Sn-down. high turnover Fast Food (w/dnve•through) Oehcatessen (7am-4pm) TRANSPORTATION Bus Depot Truck Terminal Welerport Transit Station (Rail) Park & R,de Lots • Pnmary source S•n D~go Tr•fflc Geni,r,11ors APPENDIX B ESTIMATED WEEKDAY VEHICLE TRIP GENERATION RATE (DRIVEWAY) 50/1000 sq II .. 400/ecre .. 10/room, 300/ocre 9/room. 200/ecre• 8/room. 100/ecre• 2.5 md1tary & c1vll1an personnel• 20/1000 sq ft,.0 300/acre· 17/1000 sq It ,0 600/acre• 10/1000 sq ft, 150/acre• -30/1000 sq ft•• 90/ 1000 sq ft."" 200/1000 sq ft., 1300/acre' 300/1000 sq H .. 2000/acre" 1500 {750 ona-way)/lone· 180/1000 sq 11. 900/acre•· 60/1000 sq. ft .• 500/acre· 60/•c:re• 20/acre" 5/acre" 80/acre, 130/ac:re {summer only)"" 115/acre• BO/acre· 600/1000 ft sho,ehne, 60/ac,e• 50/1000 ft. shoreline. 5/acre" 30/lene, 300/acre .. 4/cempsite•• 8/ecre, 40/hole, 600/course•• 4/banh. 20/acre· 00 40/1000 sq It. 300/ecre 40/court• 16/acre. 30/coun" 50/acre. 0 2/seat" 30/acre. 0.1/seat· 40/acre, 0 6 seat• 80/1000 sq fl. 1 8/.seet' 10/dwelling unit" 8/dwelling unit" 6/dwelhng unit• 5/dwelhng unit 40/acre• 3/dwelhng unit 20/acre• 4/dwelling unit•• 12/dwelhng unit"" 2/dwellmg umt"' 100/1000 .sq It, 3/seet 500/acre" •• 250/lOOOsq It. 7/seet 1200/acre" •· 700/1000 sq ft, 22/seat 3000/acre· •• 150/1000 sq ft .. 11/seet .. 25/1000 sq ft·· 10/1000 sq h .. 7/bey, 80/acre•• 170/berth. 12/acre"" 300/ac:re"" 400/ecre I600/peved acre)" HIGHEST PEAK HOUR._ (plua IN:OUT ratio) 2" 18 2) 10% 15 5) 6% 16 4) "" 164) 8% 14 6) 9% 16.4) 5% 16 4) 7% 14 6) 9% 19 1) 10% I2:B) 14 .. (9,1) 13" (2,8) 13 .. 19.1) 14" 12 Bl 15% (9·1) 15% 11,sI 9% 19.1) 12% (3,71 5% 7% "" 16 4) ... (5 5) 7" 15 5) 10" 15 5) 7" 15 5) 12'!; (5 5) 6" 16·4) 11% 14.6) 6" 18,2) 10% 13,7) 4" 8" 6'!; 164) 11% (4,6) 7" (7,3) 11% (4.6) 4% "" 6'!; (8.2) 9% (3,7) 3" (3.7) "' (6.4) 4" (6 4) ... (6 4) 5'!; 11% 15·5) 0.3% 8% 17.3) 8% 12 8) 10% (7.3) 8% 12 81 10% 17,3) "" (2·8) 9% (7,31 9" (3·7) 12" 164) 9% (3 7) 10% 16-4) 3% 16.4) 8% 15,5) 1% 16·4) "" 17,31 9,; 15.5) 6% (6·4) 4% 1641 "" (5.5) 9% 16,4) 04% ... (4,6) 8% 15 5) 14% (7.3) 15% 13.7) 14% (7,3) 15% 13'71 00 01her sources. IT£ Tup Gtm11r•t10<1 Report Trip Gem,r1111on Ra1H !other agencies and tiubl1ca110ns), vnrious SA.NO.AG & CALTRANS s1ud,e1 reports and estimates PAGE 3 OF 3 TRIP LENGTH IMll-■)l 3.9 7.8 11.2 88 10.0 6.0 6.4 5.4 6.3 6.1 7.9 47 • T11p cllegory percen1age 111101 a1e daily lrom local household :Jurveys, ol1en cannot be eppl1ed to very spec1l1c land uses. and do nol include no,, ,t11dent drivers ldrall SANOAG Ari•lrs1s ot T11p D,wmr,or,. rev1111d November, 1990), PRIMARY-one u1p directly between or1g1n and pr1m1ry dest,nallon, DIVERTED-linked 1r1p lha111ng one or more stops 1long the way to a immary desuna11onl whose drst11nce compa1ed 10 dnect d1st1nce ~ 1 mrle. PASS-BY -und,11e1ted or d111erted < 1 mlle ~ Tflp langths ara ava,age weighted lor all t11p1 to and lrom general land use site !All trips system w,cle average-lenglh -6 9 m1h1sJ e F111ad curve equation: ln!T) 00 0 756 Ln(,i:) + 5.25} T 1 1 000 1 • 1011 tnps, X • , SQ, I ° FIiied curve equ11,on ln(T) • 0 756 lnlx) + 3 95 • Sugg111ed PASS·BY J1.1ndr11er1ed or d111erled <1 mde) percel'llages lor trip rate reduc11on1 only du1i11g PM pe11k period fb11!1ed nn combinahon of local dau1/review and Olher 1ource1°') COMMERCIA.l/AETAIL Regional Shopping Center 2D'li Community • • 3°" Neighborhood • 40'ft Specially R11ail/S111p Commer~I (other) 10'!1, Superrnarlr.a1 40% Convemence Market 50% O,scounl Club/$1011 30% flNANCIAl. Bank .25" AUTOMOBILE Gasohoe StattOl'I 50% RESTAURANT Quah1y 1014 Su~own high lumove, 2D'li Fasi Food .-o"4 SOURCE . SANDAG TRIP GENERATION MANUAL, 10/93 CARLSBAD BY THE SEA """'1-219-4---------URBAN SYS TEMS-------a-t?.-'24._'9_'4__, APPENDIX C PROJECT PLUS EXISTING CONDITIONS LEVEL OF SERVICE WORKSHEETS CARLSBAD BY THE SEA PAGE 1 OF 7 '12-,9-4 -------URBAN SYS TEMS-------a-'OP._'4._'9_'4.,,,,, ~ CD .... ~ ~ ~~ ~~ ~ V'.) ~ ~~ ti{ ~ ~~ (JS 4 ~ ~ ~ .;-x,s-nAJt. MOVE ICAPACITYI [CU l. LO.S. _ No mltlgellon ft, .J.1.:/ ~1Al L ~ '::1 d < u fRq_}f<_I MOVE !CAPACITY Mitigation 1'111"• :,1'5 t> 9' .ol J:\ AM PEAK HOUR PRD:l<:'CT-. +j::'l(IS:TrN~ * NO SCAI.£ l ICU Alt, C MOVE ICAPACITYI [CU LO.S. _ MIIIQatlon '{IS77N C.. MOVE ICAPAC[TYI ICU LO.S, f1 No mitigation J:>' ..J ~ i PM PEAK HOUR ~R.0..1 E:c-7" + '£: X 1 <; Tl H Ci. * HO SCALE l- PLtJ-; exrnwt. ICU Alt. C MOVE !CAPACITY! [CU LO.S. __ /J Mlllg1llon .):),, Mlllg1tlon .,, > Gl m 0 -n ----URBAN SYSTEMS------------------------12/94 0150A AV·ICU1 )> "'CJ "'CJ m z 0 X 0 7J > Ci) m "' 0 "Tl --l APPENDIX C PAGE 3 OF 7 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 ********************************************************************* IDENTIFYING INFORMATION AVERAGE RUNNING SPEED, MAJOR STREET .. 35 PEAK HOUR FACTOR ...................... 9 AREA POPULATION, ..................... 150000 NAME OF THE EAST/WEST STREET ......... BEECH AV, NAME OF THE NORTH/SOUTH STREET ....... CARLSBAD BLVD. NAME OF THE ANALYST ......... , ........ SK DATE OF THE ANALYSIS (mm/dd/yy) ...... 12-19-1994 TIME PERIOD ANALYZED ................. PM PEAK OTHER INFORMATION .... PROJECT PLUS EXISTING INTERSECTION TYPE AND CONTROL INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES LEFT THRU RIGHT EB 15 1 15 WB 0 0 8 NB 25 496 1 NUMBER OF LANES AND LANE USAGE LANES T.A NF. tl8A<iF. EB 1 T,'l'R WB 1 r ,'l'R SB 20 390 15 NB 3 SB 3 CARLSBAD BY THE SEA """'1-210-4 ---------URBAN SYS TEMS-------a-~-~-'49-_'4__, APPENDIX C PAGE 4 OF 7 ADJUSTMENT FACTORS Page-2 PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS --------------------------------------------------EASTBOUND 0.00 90 20 N WESTBOUND o.oo 90 20 N NORTHBOUND 0.00 90 20 N SOUTHBOUND o.oo 90 20 N VEHICLE COMPOSITION % SU TRUCKS % COMBINATION AND RY'S VEHICLES % MOTORCYCLES -------------------------------------EASTBOUND 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS TABULAR VALUES ADJUSTED SIGHT DIST. FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP ---------------------------------------------MINOR RIGHTS EB 5.70 5.70 o.oo 5.70 WB 5.70 5.70 o.oo 5.70 MAJOR LEFTS SB 5.60 5.60 o.oo 5.60 NB 5.60 5,60 o.oo 5.60 MINOR THROUGHS EB 6.80 6.80 o.oo 6.80 WB 6.80 6.80 o.oo 6.80 MINOR LEFTS EB 7.30 7.30 o.oo 7.30 WB 7.30 7.30 o.oo 7.30 IDENTIFYING INFORMATION NAME OF THE EAST/WEST STREET ...... BEECH AV. NAME OF THE NORTH/SOUTH STREET .... CARLSBAD BLVD. DATE AND TIME OF THE ANALYSIS ..... 12-19-1994 ; PM PEAK OTHER INFORMATION .... PROJECT PLUS EXISTING CARLSBAD BY THE SEA """""12-,9-4 --------URBAN SYSTEMS---------__,, 0024.94 APPENDIX C PAGE 5 OF 7 CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN-ACTUAL FLOW-TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) C (pcph) C (pcph) C (pcph) C = C -V LOS p M SH R SH ------------------------------------------------ MINOR STREET EB LEFT 18 160 150 > 150 > 132 > D THROUGH 1 194 184 > 254 184 > 216 183 >C D RIGHT 18 901 901 > 901 > 882 > A MINOR STREET WB LEFT 0 156 145 > 145 > 145 > D THROUGH 0 192 182 > 868 182 > 858 182 >A D RIGHT 10 868 868 > 868 > 858 > A MAJOR STREET SB LEFT 24 574 574 574 550 A NB LEFT 31 648 648 648 617 A IDENTIFYING INFORMATION ---------------------------------------------------------------------NAME OF THE EAST/WEST STREET, ..... BEECH AV. NAME OF THE NORTH/SOUTH STREET, ... CARLSBAD BLVD. DATE AND TIME OF THE ANALYSIS,, ... 12-19-1994 ; PM PEAK OTHER INFORMATION .. ,. PROJECT PLUS EXISTING CARLSBAD BY THE SEA """1-2,s-4--------URBAN SYSTEMS-----------' 0024.94 ( \ APPENDIX C PAGE 6 OF 7 ADJUSTMENT FACTORS Page-2 PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS -------------------------------------------------- EASTBOUND o.oo 90 20 N WESTBOUND o.oo 90 20 N NORTHBOUND 0,00 90 20 N SOUTHBOUND 0,00 90 20 N VEHICLE COMPOSITION % SU TRUCKS % COMBINATION AND RV'S VEHICLES % MOTORCYCLES -------------------------------------EASTBOUND.{ 0 0 0 WESTBOUND 0 0 0 NORTHBOUND 0 0 0 SOUTHBOUND 0 0 0 CRITICAL GAPS TABULAR VALUES ADJUSTED SIGHT DIST, FINAL (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP ---------------------------------------------MINOR RIGHTS EB 5.70 5.70 0.00 5.70 WB 5.70 5.70 o.oo 5.70 MAJOR LEFTS SB 5.60 5.60 o.oo 5.60 NB 5.60 5.60 o.oo 5,60 MINOR THROUGHS EB 6.80 6,80 o.oo 6.80 WB 6.80 6.80 0.00 6.80 MINOR LEFTS EB 7.30 7.30 o.oo 7.30 WB 7.30 7.30 o.oo 7.30 IDENTIFYING INFORMATION NAME OF THE EAST/WEST STREET ...... BEECH AV, NAME OF THE NORTH/SOUTH STREET, ... CARLSBAD BLVD. DATE AND TIME OF THE ANALYSIS ..... 12-19-1994 ; AM PEAK OTHER INFORMATION .... PROJECT PLUS EXISTING CARLSBAD BY THE SEA "'12-,0-,. --------URBAN SYS TEMS-------o.-~-~-'49-_'4__,, APPENDIX C PAGE 7 OF 7 CAPACITY AND LEVEL-OF-SERVICE Page-3 --------------------------------------------------------------------- POTEN-ACTUAL FLOW-TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) C (pcph) C (pcph) C (pcph) C = C -V p M SH R SH ------------------------------------------------ MINOR STREET EB LEFT 12 287 269 > 269 > THROUGH 12 330 311 > 440 311 > RIGHT 24 931 931 > 931 > MINOR STREET WB LEFT 6 270 245 > 245 > THROUGH 0 327 308 > 390 308 > RIGHT 6 955 955 > 955 > MAJOR STREET SB LEFT 24 779 779 779 NB LEFT 49 719 719 719 IDENTIFYING INFORMATION NAME OF THE EAST/WEST STREET ...... BEECH AV. NAME OF THE NORTH/SOUTH STREET, .. , CARLSBAD BLVD, DATE AND TIME OF THE ANALYSIS ..... 12-19-1994 ; AM PEAK OTHER INFORMATION .... PROJECT PLUS EXISTING 257 391 298 907 239 378 308 949 755 670 LOS > C >B C > A > C >B B > A A A CARLSBAD BY THE SEA '1-219-4 ---------URBAN SYS TEMS-------a-~-~-'49-_'4__,, PAGE 1 OF 3 APPENDIX D EMPLOYMENT AND PARKING TABULATIONS CARLSBAD BY THE SEA """'1-219-4--------URBAN SYSTEMS---------,,,,, 002494 APPENDIX D PAGE 2 OF 3 I I I EMPLOYEE TYPE I NUMBER WORK SHIFT : CURRENT FUTURE CURRENT FUTURE NURSING STAFF 53 25 12 / 7AM-3PM 5 8 / 3PM~ 11 PM 3 5 / 11PM -7AM . 2 4 I 8AM -4PM 4 MAINTENANCE 4 5 2 /7AM -3PM 2 2 / 9AM -5PM 3 HOUSEKEEPING 9 11 8AM -4PM 11 FOOD SERVICE 40 40 12 / 6AM -3PM 12 11 / 8AM -5PM 11 5 / 4PM -8PM 5 . LAUNDRY 4 5 4 /7AM -3PM 5 ·• ADMINISTRATION 21 24 14 / 8AM -4PM 15 .. 1 / 3PM ·-11PM 2 .. ---· ... 1 / 11PM -7AM 2· NOTE: While the number of employees total 131 current and 110 future, the number on duty for any given work day is only 89 current and 80 future. We operate 7 days a week, 24 hours a day, which requires a larger staff. tmptable.llr/rev.Ncvemb•r t,, 1,,t SOURCE CALIFORNIA LUTHERAN HOMES CARLSBAD BY THE SEA '1-219-4 ---------URBAN SYS TEMS-------a-t2_!2-_'4!J.-'4~ ~ --co ,lo ~~ ~~ ~~ ~ V) ti;, ~"' Di~ ~~ v5 ~ ~ ~ ~ -I (/) J: 0 me C/J :JJ iilo ~m m :,:, (i) ~ ~ LOCATION CARLSBAD BOUL£VARO -Yt£ST SIO( (BETYl£EN GRANO AVE. & CHRISTIANSEN WAY) GRAND AVE. -SOOTH SIDE (BETYl£EN CARLSBAD BL VO. & GARFIELD ST.) GRAND AVE. -NORTH SlDE (BET"l\£EN CARLSBAD BL VD. & OCEAN ST.) GARFIELD STREET -EAST SIDE (FRONTAGE SOUTH OF' GRAND AVE) OCEAN STREET -EAST SIDE (BEJYl£EN GRAND AVE. & CHRISTIANSEN WAY) OCEAN STREET -Yot:ST SIDE (F'RONTAGE ONLY) CHRISTIANSEN WAY -SOOTH SIDE (BETWEEN CARLS8AO BL VO. & OCEAN ST.) CHRISTIANSEN WAY -NORTH SIDE (BETWEEN CARLS8AD BL VD & OCEAN ST.) GARFIELD STREET R.O W. (BETYr£EN BEECH AVE & CHRISTIANSEN WAY) TOTAL: PUBLIC PARKING TABLE EXISTING PUBLIC PARKING SPACES SOURCE OF EXISTING PARKING 8 1992 VILLAGE MASTI:R PLAN •1991 PARKING SPACE JNVENTOOY' 10 1992 "1LLAGE MASTER PLAN ·1991 PARKING SPACE INVENTOR'(' 29 1992 VILLAGE MASTER PLAN ·1991 PARKING SPACE INVENTOR'(' 5 FIELD SURVEY 3 FIELD SURVEY ~ FIELD SURVEY 12 1992 VILLAGE MASTER PLAN •1991 PARKING SPACE INVENTOR'(' 1J 1992 VILLAG( MASTER PLAN •1991 PARKING SPACE INVENTOR\"" 0 F'IELO SURVEY -UNIMPROVED 84 PROPOSED PUBLIC PARKING SPACES a 19 30 5 9 2 0 0 58 131 )> "iJ "iJ m z 0 X 0 "O > G') m C,> 0 ,, C,>